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HomeMy WebLinkAboutBLD2021-01567 SFR - BLD Application - 10/21/2021 MASON COUNTY COMMUNITY SERVICES Permit No: I 10 vI / PERMIT ASSISTANCE CENTER: BUILDING•PLANNING a PUBLIC HEALTH•FIRE MARSHAL s 615 W.Alder Street,Shelton,WA 98584 r Phone Shelton:(360)427-9670 ext.352•Fax:(3601427-7798 Phone C B@Hair.(3B0/275-4467.Phone Ekna:(360)482-5269 BUILDING PERMIT APPLICATION �V�O PROPERTY OWNER INFORMATION: CONTRACT R OR INFOMATION: _ � '^/, Q 21 NAME: A �rmvvl' NAME: o Sr+1MC t kl � MAILING ADDRESS: Abb Y MAILINCI ADDRESS: lr tit �r'3 et CITY: STAT_ �E_x ZIP: :CITY: KINVX STATE ZIP: PHO #1- C OG�-O Ob PHONE: CELL: PHONE#2: EMAIL: EMAIL: G A L&I REG#A964AW C-1 C111 M EXP.j__/U/_ PRIMARY CONTACT: OWNER CONTRACTOR f, OTHER❑ NAME i EMAIL MAILING ADDRESS (X CITY STATE—Wh ZIP Q PHONE CELL -1.0 b PARCEL INFORMATION: /� /} PARCEL NUMBER(12 Digit Number) i 22b- � 0 0�4 ZONING All jJ M Wgk LEGAL DESCRIPTION(Abb tad) L1 FiRE DISTRICT 'G5 SITE ADDRESS CITY DIRECTIONS TO SITE ADD SS M.-5 CV\ G • Pa 1A �� � WO IS THE PROJECT WITHIN 300 FT OF SLOPES)GREATER THAN 14%: YES® NO❑ SNOW LOAD:^psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that npp!y): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW 14 ADDITION❑ ALTERATION[I REPAIR❑ OTHER [IUSE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) V1e;1I0zy z' IS USE: PRIMARY t SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS_ HEATED STRUCTURE? YES(WholeBldg) YES(Parl(s)ofBldg)❑ NO❑ DESCRIBE WORK i b S Y S-% e SOUARE FOOTAGE:(proposed) 1ST FLOOR—L—N.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK N.ft. COVERED DECK_ZZ9 N.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE !!5 sq.ft. Attached 9 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 0 NO❑ Ijves,attach completed Water AdegtacyForm PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOg EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS T 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 it 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) ------------------------------- ---------lZh._'� �------------ Signature of OWNER(Must be Mans�y the OWNER) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDTI'IONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: azai_Q 60-1 PERMIT ASSISTANCE CENTER. •BUILDING *PLANNING •FIRE MARSHAL 615 W. Alder St - Shelton, WA 98584 � www.co.mason.wa.us I \ V Phone Shelton:(360)427-9670 ext. 352• Fax: (360)427-7798 �I Phone Belfair:(360)275-4467• Phone Elma: (360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATIONS W CT 2 20?1 AI OWNER NFORMATION: CONTRACTOR INFORMATION: e� NAME: YIOI i NAME: oAi4,. MAILING ADDRESS: MAILING ADDRESS: CITY: AANo STATE: VVA ZIP: t� CITY: 1 STATE: _ZIP: Is`PHO E: $(00 G6J g7GC PHONE: W0649101 CELL: 2`d PHONE: EMAIL : -OW EMAIL: L&I REG# + L (ACM ON EXP. I / i Z3 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): -;777-00 Zoning: AAI\tyl N GIAt LEGAL DESCRIPTION(Abbreviated): YCA, OF ?,tA 0DI,-x3 4 P f 41471-710 SITE ADDRESS: -To ,gG 4eK-yT,11 C TY: Il`ii > REC IONNS TO SITE ADDRESS: 0W �G 1�G 3 g° WG4f' Oh '.- S�VVOti-A CV �� } 01n a W'� 1 \ t C— IZuCse4 F O� - R1 , JID 4(r'rx. 1 Goo 4-`' TYPE OF JOB: NEW®ADD=AL-IQ REPAIR=OTHER USE OF BUILDING St h t<, 4I LOCATION OF FIXTURES/UNITS- I ST FLOOR®2ND FLOOR=BASEMENT D GARAGED OTH R PLUMBING FIXTURES (SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric[�PCONatural GasODuctless0 Toilets ?- _____-__--_ Type of Unit No.of Units Fees Bathroom Sink 2 Furnace Bath Tubs ----------- �—----- Heat Pump ----------- Showers 2 ----------- Spot Vent Fan ___31 _ ___________ Water Heater ----- _ 1 ___-- ----------- Propane Tank ---I ___________ ___-- Clothes Washer �______ ----------- Gas Outlets --?6l"-1-- ----------- 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 INV LIDATE THE APPLICATION. X Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 !BN RECEIVED JaN 0 4 2@22 0 16zoZi-0 1,501 615 W. Ran unb Alder Streeter� I. AAm SPEED n WPH.E.PaaHE. rA�AD La�- - i e. Ion roe RII IVE I.uz l� IApprox 120.00' C.C�LMO 60TCPtt PS L AO LDADI m PER I r e,nl.Im uc,�I.e. Owner Info / H.�L a—I.A�REmA¢zmD Pu / a.,w�.T=GDSOiI wrr®rs.m rt Marshall & Sena Smith // P# 12220,13-002 0 .tt DFI c,TE(aer a 300 E Russet Ridge Road I Ps>l«2o.as R ;m';ma' n„ m,a tt,aeEe Allyn, Washington 98524 ONCEW OF WALL DIE= F D rz Pa.TEED I rmTIH6»,�DW�aL.ID WIN A.e•TD r" mr`�(.: Site Info: I S.FOAMTIpI WALLS O SE T To SIZE SAE N I I AESS SPIETIICD IS Mm ecawwor."Tr, PLACED E STEEb oi.rASIx ECOF P w IE I E REI 11.1xr sDIA. mEUF¢D,HICRTEss 300 E Russet Ridge Road rc°T`ivT`'TE I_. WOG AHCou1IT`lE IETIAEIwrn�MOm PLACID IW g . ¢,SI L.M S MowwUCD" " PCL 8 of BLA #06-23 I ^Ewan•� I°' All n, of Mason Count Washington I a m�Tr"P¢rz'vu i C,ASIA -.IS ICI OR SE wo Y Y• 9 . eAaw EOEm m•:'"cR <':AEH° ttTrzel Parcel # 12220-33-00240 A F TO FRAIED IH A[OCDACE WITH SPCCDIC.TDAS O DTAIVT 0.450 Acres m HAVE ALEmFAu FLDm LEAD WITH I H- CM_I— s All rA01[TLeAL TETI.ERS OFAS FLOOD CI i ttT-FT-1 A ACL90AOCC V RG }IT— .1—.ID c IR IF IEIICR. a L E.�[R-WOO FANE1 WALLS m C 1—IF-L TA i WIN SD10.1 AT 6.OC. HEIGHT OF EXIMIDR WALLS TO IC AS 1 e m�WALLS TO K.M :.WITH 11' - : ROE.LET-IH MCIG Scope of the Project, C uttn"�.vILL s iEIAIIED 1.vLAM S.IALL I.—HIAIERS Ax0 CMTIAG VYL CAw3 rO I o-rc.Da I_T s_;EC AS m.io­wvc "•T 4 Bedroom Hone 1 M1I°eicEDKr Y.65rRAK0 WKIi m C.IPROVIC 1 Story 1 CLEARUCE ANI C�TARE WOADC{PACE. ...—WALL —SHALL.E POST— 2 Full Bath �STUTT CEAO PEASTEA TAX,OIT APPROVED�m s AmVE DRANK SHEN wrq.rIN Rs. 2 Car Garage \ w a A��STSDRAWOOS A. CDT : ER 1,806 Sq. FtL DETITL To III MC..In—AL \ 0 `TAHWONR L YI o APR_Y`TO OS`RAWIHE.TTOGRE^4 \ I K Z Z AL XM6D To To W SPEC¢IED OTHERIT.�a S��IHL PmOC,S UCR COX STAHMRD. Z,K'�;GS \\ J Cd ALL CpeC ToFS ARE SPECIFIED AS SIPPSM CO HECTUR OT CIWIVALLIrt. m IHEE To u 1, DArcE WITH 4 -0.. TF � m ay [DRI v1 WASHE TN STATE ZDII EHOGY CIIC O W A ALL DOW -I H Dt]_To K SCILED I WALL vIN AIVORI � \ J ALL To �TIOTED vMES µKFOIMDATIOIS I. CAIA_I¢D TO IS i-- I I N AM�.— City of Nlyn Appil-bit Codes, / IO.S rm lied...WD`CAE.AHD—I— / � I (1 �y I ' E STEP ��SCALE SiC HAVE R-A DASIAAnd -2018 Ant-notional ReSidential Code and Anendents(ARC) I 1 I D.COVE=C" rs DWLL -2118 lnterno tional Building Code and Anendnents(IBC) a DmA.nw VE r OF A-w rt OAILL.TIOH -2018 Internotlonol Fire Code and!Anendnents(6C) / uI / ) i V�;1Ry Ip y�" A, -2018 Internatbrwl Mechanical Code and Anendnents(AMC) V n s a-a 6•uTi I Anw -2018 UNforn PlunbYp Code(UPC) C.AI�T�lw W.LLs T1 HAVE nmv Of THE 1OL—THS -2018 Vashington State Energy Code(VSEC) �"'• APm—TE S. rrvEA IUKE=CIRErERAan -2018 Washington State Ventlation and Indoor Air Quality Code(VIAL) I \ Ti_AA—wry S O u.I LA FCLT PAPER I 1 \ L CI .. L.C."D a AH AREA THAT IS H E`_Q \ \\ Hry III—oIiIED ILEL MANIAC APPLIAI li—IE EIDMI6TED TO PMWIST DUCT LVGTH IS LOUTED m 1D FT.WITH e I Proposed \ E E�LEAEZATS OF APALMIACES WHO CREATE A nw,se—OR FLUE \ I Residence w a vL i Eu srzl. T OF Ie•.—TIE w \ I OCTED Ir:�r cs'r°Accnllc'�i'�".'sTI`E \ I S pTiOInAD•L`E n:.�`,AV ,C=CC*DAT�I Wi EDIXSolIL OTTER E-1. " 1 1 T ST. DG °TTO PREVENT oVE.'—DI.:°P 1 1 Gar eI au Concrete OF EAerHODAK` Note; SITE INF❑ 1 I Concrete Drive—y czar OBTAINED FROM MASON \ I L PRavlu ADEI—RELIEF 11-Iue IT WATER I——TO Ix COUNTY MAPSIFTER CUISIDE O SIE AIL IIw WITH—H EH.Aar Aa rHAW I- \ IO THE OmO.VE A POINTVG mvR \ ` D[AIi AieTIp rTaTIE DISHWASHE.F PNVICI i P:ovIDE Ax UPwvED.ACE nm PREVEHnaA avICE.T ALL HDtt ODE A CSEAR-D n W E,E.aD MD wAIH HD.¢DTH6 ttW R / / 331 I O a :IHACL III—DE PRDWIDED WIN A CL—.1 \ o1�A� e RSRT CSIDM OTYTDC�1q.I IS Idr RESAO-E r1R Mn SAn S PO iti /t ,MOSNQ OE__S O -Oe'HE CO41RiCT�OF THE —.OW nEu m Am o utt�HAT RAAIER THAT vaAocmanmrE A umnE.r Appr 120.00, UWE OD¢CTLI OT DDIDECTLY ISEHi6.L OWiT— LIIOr ASSIDOATOL DAFTDAG.1TC CO'TRIPIT 20DA / I U�iraA�^^t 8] O THIS(RAIDIC IS LESS,HAH 2A'Y]6'IT IS A TIEOCED A TAT. tt.lE ALCOtoDGtY. I C mA�T rz REVIEW 90 �I\VII A3�6.ww�9,S lW-AI>n•%tr M id ` EAI .HD CASPOWSOE FO HD DNDII-SO ILCLICO-111 DRAFTING. —I.IT OF APT I C AT'SO_D d1rldSW OH itt aWGTMwLTCSICH,A DRNIIAG.I tp Q1M T DIHL 2 6• n Site Plan PA. THESE HI m c AOCD AAr rue ITC CICT U1CtUN.1 THISH./ 1 sWm I OTHEIT 1•-10Bds 1■ CEIED A CT1112 THESOL,WAE1ID TOITnCAT-IH o[i TER S�EIIrs.Tm�vuLL •F 0 5' 10' 20' 30' 10' 50' 75' 100' d 7 y KEC;EIVED jA 04 182cU-OI�i�7 Pl.n N—loll- reet L c.4•�r�rc4plaili]o4] ' n.re Errs /Approx 120.00' rt arLp(eI is¢a Lv:�aia ni uvc Lo.v. .p La.m r mA,.K11TM,•a1i fNTI.IR xnm.lap, Owner Info i�n¢au4pvn:ETaaa z.am esr / y� v"po'v�rs.'siELwvs.%+In.*Mma,ToE Marshall & Sena Smith P# 12220y33-00240 xis a mt[,roa4 PTaln 204L5 I 300 E Russet Ridge Road rmru°r,LMm«a rL.+As MpaM,I w ro E wEa Allyn, Washington 98524 of Qxr24 Q V—naOITIOR. —I.-TO E r0.eCp 1 w nisivEn o4 rw[ar m.•n •. mnwx'oA %.r.v r v.ncT�+• 4oi Site Info: o p�u"v°aei`r nnc TO vac 0cp n 4�`nwrl.[p o(o r1 ru I L rK�a n•CLO1aVRL vlin rgAlpr.TnA+C•w c 1a ,:iu To ttcni+,aco:.o i,a,A 300 E Russet Ridge Road •ccoan•M:c VIIM almp,w—EW,fCMUlrt rOI EW9SID PCL 8 of BLA #06-23 mfRR rC•+a TO R Rn1OC1 i+m a.4T[vrwlpc ro Allyn, of Mason County, Washington I T"u mt■a+v T.C+ o T.a OR Er,Clo Parcel # 12220-33-00240 = AwW I np4mura n•Ke n.crarp.wC vrtv sxcvlurmvs v 0.450 Acres ro wve•uw•aLc nvoe Lwa n_,v IE L•u s,4uc,w•L KxaceT v nna ro r I I u*Am TI-D n•cL9lwMrl vlm ia< L vKIIT—'—I—,o E ri IF Q E"o, i L viC41O1 vmn rf•+[t V rn R!'4•!ti at IM=iIIC•i I4'nC Ort Q❑1[4m1 wLLi To R•f 1 i / L KL CYrC4ml v4lT TO E M•rll[L vR+l Vr 1 l�y t — nfaru K mp o"]n4•oft IT——Ln-E a4•aw Scope of the Project: ro R=1 11 vA;K ET•pL M KN =I•Tii vWM,K•RAT•4n EN+PL vY1 Era To \ w 4•.(r van=acnrca oM a4.vna= ro r..•(t•a.w[rm.K.cn•r I4' 4 Bedroom Hone 1 I nL Tian�(IO�r TO A<D4Nx 1 nrRml M,MM vNLT V,rn 1 LS T rlLMiw MI M..wvc rr•rA.vcn vLLs ro E rm nE 1 Story 1 1¢►.unfa vti mfis�vcu�sL`aa`L ate[Ia�iT�+liR 2 Full Bath u \ w 4am•er a+arnK.ura.A[.w•rr+m,cpf%>p aavc nav(AT 2 Car Garage 1,806 Sq. Ft o r1LMLlCi T—S Er•a To K 6CGLn ar awLn L tint nw4MoOR L Y'm= ,o OEf•'�vn4i TO K�0 '\ Ot / /�N KCK[d+[p orM_.vlx w vLc1 ....a I �J I I/r LID Lr.Mwa.of)nl'OLa \ v s 4ru�nk rmacrt A m1SC� � M•T sIROI OI CpUV/L(M. m \ o O To Q L Toe •CN+p•MS vnrl i•EC — O •plaar mx COelr vnw vTMVLTOI i,•+T Ala[MPar LapC m i� po'povs.MA ero E x•(u n o v.iWITWrforaar '- srruv •+c wxlw _ 0 •wnt arcexcrma a[n¢, TO \ z A M,IOY]V•LLT•vD riAMWrIpT o f Ra rp / N z L ,L•L•L A City of llyn ApMjlo le Codex r.f•rme rIE Kwlw.vlaw.xp pvc+Lc bA I a w 0.cn wLL wvC•-.nxA•r)a -2010 in ternotlonol Reding Coe and Anfndnentl(IRL) LLJ mvnlw -2018 Internatlmol BuLdkp Code and Anentlrlentl(I[G i 1 m"wcc4apn TO -tole Internaero fire cods f cods a+xT Anendnen<s(1fc) a/ Knnp -2018 Intotlonol Mechonlcol Code andnentlnen<As(IMC) -71 c�1 � A—I i MI Ixna•'�¢ ern -2018 urdforn Pkw"b g Code(UPC) _ n iu ELrcLlw I—TO I«v[anti OF ne ralnvna -2018 vaLhington State Energy Cod.(VSEC) \ � xcT of v.ru a•4fa[e1 i inr vu vEm•an -2018 VoshhO<on State Ventnatlon pndl Indoor air Qv Uty Code(VIAC) =n LL OR+LA tar r•ru \ Eel I 1 � Kr¢O l—--E w MC•rw,IL M•an•EC OI \ \ [IDlt•IIOa6 Cr r14 Iu G✓rICM¢I IM ,K OMwTRD TO 1 \ ti OJT<IR (rxMrtf M L[w,.l IT LAerp TO ITSrr.W—L P—Posed z LL(aoaT v.r.L l.+ccT,wol Lx•,c•nw.rwa,u n.w \ \ Residence twli E ILr..0•.Iw+K or tr•Elvt rw mf W [vMa Mif 0 aa+r m'(C<Oa.mar'[rGCpIWr'r� 1 = n Llw,x ti� IDrS[, vif� P<ra.—T. • R, 9Wl K ri�iisi6 to tC vrx nT vv[v vd n w 1 1\ Gar el Concrete Concrete v'c e Crtt Not SITE INFO 1 Parking Drweeoy OBTAINED FROM MASON \ I A.fwlR w■saa 4¢rtr v.L�c rIn v.Tc4 T.I.T wn ro rK COUNTY MAPSIFTER rxR Q M M.L]Iw vI�H v _ n•a TWO IT= r4pv+R w•rrvOvtp aw'x rtw w[K,T¢vIRF KL r¢T[ \ .. rvOviaC•¢[PI-an v,ca Lvrtplw Wn•n Nrt Ew s[vO 3 1I OR I ❑ L❑ haT CpfRGr, \ Z��/ / ■ ■ } [•aunn r[Mwt•Iv2 rIK 1+L•LL E rKN1E13 11,V•0.E•+aLt Ai / / EH APPROVED �_ L,� T— n lar Rao+tla[ry•.r m a i woT o+ pI.'cT rr .*m.a K cva,ac+lul a+K Rvoa w Rhonda Thompson 01/13/2022 �.✓ I_CTL,w DOWKIT 1, Elm a li a�l¢:i Awra. apc�rmrtc L Efrt«o.r APPr x 120.00• Li})olt ua¢r 4anoauL nr✓*vlr.x m m.4lon taw _ _ I RmIlential a aft a•vnc n I—,Mw e.•T-w•IT n.ftsln rfert. tau•cmlptrar. �., / Drafting a. L9R4• M Twll vRVr•ea R EYOaIwC ra[ILL LnEN{pr!Axn(rNRrpa a i, I fir . K�,•MO Lla¢i IICSIExrI•L p•fido.I+IL M6T E rmEYt IT w VMlurmlt M pb[To mwn,ya TMTM +KR P•vlwL L41 ET•aT DpLp _K — TM: : wL(aa7 EL(E • pa ,A<. 04 EV tY auoE r a�Ew Site Plan r.F i�x K•a4.Ie ro R use oar rue rw marwnmll v nneor. v I•_Iv kw 1 vu a,Ic;,IT f 1 n•4s¢�r 11 1 1 r4o cc,a s MI.or+'�'cla arc tt rwc 1 P �la¢,fttlp[xrLLePe•rrIIG pC,Nr(Lra[nrM—t 0 5' 10' 20' 30' 40' S0' 75' 100' pt 1 KECEIVED JAN 0 4 2LI22 3 i 8zc2i—0)5 -7 rStreetPlan R nder W. f� E#ISLaE w.SPEID n Mxt N0.GME. c auM r Pm lo-e rw 4mr fa.➢vaE>KE� �,. /ApProx 120.00' zz, nrmlawnssurr c mF. RS ➢NiJC A—A ➢l`InC SELid Iron Owner Info] K�L,KiiM I.• I Marshall & Senn Smith P# 12220,13-002 0 :ma i a,GTd aa, � aaRT.iiln[LURS. HTM�d.la K / Psoln�20�+ES RwE�Ta•a 300 E Russet Ride Road n :.m:Iw navx w vn xs bMd wn m K Poim Ally , Washington 98524 i I w axrea v vx_c nMu¢mc rmiu s.a T°K ws➢ wK w rvKp or aa°rosT mw.c,cn:�- ^.• E rmn °MW+mmi°K mn4n Site Info: Mw —a mr—r =vVmw gl 0.�n i•x.C�MxC[avl, TmPGx gC➢VrypeNri I aavr➢4ct+cx.:TEEi.xm^Kx vccs,E➢ixlaw<a 300 E Russet Ridge Road �➢wi a,v, ➢ o K K io il`ao ^LLT a w➢ .¢n W PCL 8 of BLA #06-23 a N mxox➢ic:.o �a.�'Ecn w h x ws a cw �ni TU s.—•a wt K a Y All n, of Mason Count Washin ton O n cica;E:.ron`mK..s'C,��w'a su"wrirriM°rm Y 9 ra^„11� Parcel R 12220-33-00240 •EC➢aa 10 taut➢W•CCaaWKY VIM ID[[VIGiw4 Q 0. 450 Acres I V ia'in x".,,E.l.a.^fl.c rt°o4 to a w.ccmnxxx i nM lac C- �+ I .. fiec:vxE aTnon v nml m K eavcmr I C _ z MiLLeic r Tom w°.avava vIM lac *uii u.na K az r w Enrzz 1 Z D T z�xmd vom twee vxus m K z'.+•nrw.z iM SMS At]6'aG 1[laR a[iigmt vxL.Ci:°K At vSp OnEa°R vhls ro K SeCxMn v:M Vr rn N ac w wc4 a T.I.• . EET-W r cWc R Scope of the Project: is ro R us[n vai,x ri^nm W 4cxla —� 1 W➢M Kxnpli wp EfJ.anG vel Kud ip 5 a 1—T TE(.a➢ • sn➢�cw.i ro K`�"�n^"'•*�•• 4 Bedroom Home O� s«rEvlw E^iwow v^ui vlia muarvc nwEWc n<nrEz M^.1«vE zy+•ravEs v^us m r PmvmE 1 Story N uEw.x¢wi taemr.wt vm ve v^v. ` O —T c nx.wa.vwi mvrnucs "C MaTuc 2 FUU Bath w a¢s*wr o w.Tru u.w^vwwn cw.(m vac ro N z >MWa oe Tw,nM fMV<4S. 2 Car Garage N fT c ms�na^vwca vu:srtroT T.,Es a errzR z w w,cim+ 1,806 Sq. Ft aEn mss»n�p t Dram zT v.nxc � rn ^ `cmna.cru w fatni.6➢Elmo eat.A \ Cc I v J w z n wo.a➢Rv En.E m watT ro mxvWcs m au`r.TOsi�,�°w uaccs soccrrts oilavla Tw MuwwE`s \ > w m K,nr em sTwauen,w w➢afanla PR➢0.Cri IaR \ S � J 0.OMKCwYi 6 \ iT� rxf.ac Vm xf Snefal co.cciod w Caivn w:. C WG SCXACC r0 K W KN+n^r l • ^ICL _ ..Cx(4ar fAGL Caetr vRx v^bP4iw PAR IDN ExplEr OIDC O ➢me5 m K SG+CT ert0.v—NM a,lVaar i _ E Ix1S Ce h'M WrFxSS S�uv°6�n)ITmCn ro Q, \ a Z C:`w n[i d5 ro K CuICEp m Q —_ l a N c:4�x`:"r,�rw au.aWc vm➢c...l.fucrne City av nllyn nPPuaawe ead.s -2018 internatlonol Rrsitlentinl Code ontl wxndnm<z aRC) L v9Ex,n �pL,i SwEL w^K a-.WYA^Td Q cavca:M -2018 lnternatbnal BuBdhq Cotle and nnendnents(iBL) �iCCan<m wvE.omew Q.-.,aa+x umi^ima -20118 International Plre Cade nd Pnerdnencs(IEC) a rt°am a-A Ir IT—I- -2018 InterMtonal Mech AIW Code and Mendnents(1MC) e v^LLv a-2)E NTT—1- -2018 UNiorn PlunbM,p Code(UPC) a ALL EYtpeI vauf.TO wvE onM v M ro.lmioe -2018 VasWngton State Energy Code(WSEU iTra OSrtluElf, -2018 v-NnOtan Stott VentEatbn end indoor AF t?vallty Code(VI-0i inw IETlK vow \ U) Mr6N1[S nmce Ems,[➢M w uC^T+l a e^nR•u r R ,` \ ' MiOnTSIZ iICnaviT fuCi lt1UlM ISI L`--i0 2![Hwlili➢m 1 \ Proposed \ anwE \ Residence L Euxl Ks �iwcExp.rwv►uw—'u 'nma [a1WAT—It,n K CwfTnciEn 6 MfaK.pmlfUiirEC[ \ 1 NCi [i(DeLCTmd M<RCF +rt. S W LdaM MT K vSCD Ix NNCTd 1 tteCS11CR[xvo Ccw/Si. l rCi v^TC4 iu<S w It Z—Tryr¢ , Ga ve'c rr�`K n:.wm Iml`vE,l ro recvai evcrwx W°:x ` Gor e I Concrete Concrete Notes SITE INFO , h Parking Driveway ❑BTAINED FROM MASON a4°v� sa+e 4ucr ve-vc ral Mr v^rti*...auW m M COUNTY MAPSIFTER M Eu1J1 vRx Saxlx wn Mi MaC,wx iv0 \ [ufl µCa ilex+w faVE M GauE.Iaxnle \ i IK a Gw nil M Y,SI.v9Ca Ir ra01 x a w uwalmv[i fKx n.w reCVFxiiJl KVICC^r LLl MSC \ �'�`v of,nux w V e4E nunoWc m^n xxo aamxc Kvice \ Zo�/ ;3 I kR�esidentiall v:M.aE^rWf xi EH APPROVEDa,.cwfa.cml v iK eQioas.avx w Rhonda Thompson 01/13i2o22bolt —r➢�ifn T aEiirxil^c wz�-oe:oc i I .�SVM—roil 1 °➢[xi1 V°MSi YR.— Site Plann raf xi ORS QIK.4 p.dif v,TGUT MTVIC/.Td w0�OCT^a.CaRlli.Td 9Wi KC.C➢ TRW[MT i EaRi 4CLIgYf1^l➢a/FNIa WC. KELEIVED 61 a W. Alder Street Plan Nunbrri L GSAP.x Wi[5• I.a n..n VN/a I.➢,`ra"i'w„➢srt[n In.".�. , I rr..r.Vr,.a e-+Ira JApproz 120.00' o-e o-.ra un.a I, cc.[n.➢I. t.I .nc-w IK KtTp Iw Owner Info, [fObi•iSinL.laM TK�a➢UwY Iv / ro R Marshall a seas Smith P# 12220y33-002 0 y rzlrc•[JKti i I Psalry 20.445 300E Russet Ridge Road � J oa IK w" tµ,era.. rn o.[ea.[➢ Allyn, Washington 98524 i J or a":c-a vN. rslw} mri�.a m zc.axn T"'"r" r""" r'M�« Site Info, oJl APPROVED a rrmgrrMT,a v. 1 ITI IC'W1ltr°i 11.P[C 111"II N ca-,. ors,Tx�.[a ➢, rr ra r [w w} I t[n;x„�,- ,;,,�,�,,,°;�q1— 300 E Russet Ridge Road I MASON COUNTY DCD PLAN NG �TMa � :m°; m;o„104i To ➢ PCL 8 of BLA #06-23 I $COIL�U�y,AI� narz Allyn, of Mason County, Washington io'T'"`r }p a'KT -° Parcel # 12220-33-00240 "mn4° •Kn".rma+a "«"`"" " ' 0.450 Acres �m wvcM�.Kz.nmT uT.�lr.rmry.I Rvrtr uc I u*:r➢r.srven Ir+etun.re[veer net _�` �' x ecTu•L LIAIKr la K.I r le.1 II 'p O T I .IT 14' v.11s ro K rr•ors.e +� L i�Twf•r Is•oe Irlort or nmloe vLls ro K a 1 1 �� C (n 0) tiiC.01 v To K ee.Mn vrtr— loe �. L T.11CI—.Lrvmp Be",I.O r.mn LR-W MKIIG Sco a of the Pro ect; uroKvunrt—K_-_nM1 P J 1 tI O N Q 2' er➢av K•KMI..➢K.rnG+� To 1 11.-.1 To2x .rinualvc M1w.lw 4 Bedroom Hone 1 G I xti TroK�TK 1 story R1 Zoning rr°fs:nit 2 Full Bath g \ o —w ffi��T-1 Tr o AIIII`_ea _ 2 Car 20' F&R Garage � w \ '°"rcn Tn 1 KT•a m K 0rao n GII . 1.806 SQ. Ft \ o I,CdI..—'I.T+Ian11e.——--- IT 1 W e T . �,.ro...tr a➢TK 5 Side � (�I•.[ST M�Ri Or�IINKm Is,W�Oa:T � I A Lr¢rlaa'� .-WlA'TT sits .V J ILL IaeS.VC IKIV Im.s sT,I.fle IO•EC1Rf A[Wrv.LLli. m o ("� Q L w,a nD[1LLc To ..I. �' m.x.vIT.va»twrol IT.rc a+u 0rrc1 m,z o m LL v I—•w smu To K W To.—.1.Is[♦[xyT \ J ad x c�KTKL"mI➢IrTa(A To C. N_, Lr I v.ILT.TP.—.I—To K 1 To ¢ City of Allyn Applicable Codes- To I,Yrr+T,ad ral ItWlT4 veRL rn 1°Crrl➢ t v[nR r.IaI pcTx sr+u wvt•-.aITla+rp -2018 in terns tlanal Reridentlal Code and Anendnents(IRC) ° ,av[lew -2018 In<erna<lonal BWlding Code and a.eneMwnts(IBC) s wane To wv[I.nIII•r Is.-.,Ttavr Ilm..rp -2018 lnternaclorwl Elrr Code nd Mendnen<s UFO i M1ax--x de MTT rmA•rp -2o18 interns tlorol Methankal Code° Al+rndnents(1.0 t vY1a--a a•M --1- -2018 UNforn Plunbing Code(UPC) n T CTToty r�Kvc nne-IF M raa.ov-e -2018 Vashington State Energy Code(VSEC) irTMM T 1ree.e d,Krtnttn -2018 Washington State VentAation and indoor AV Pwllty Code(11AC) I \ ieTO_orT(I tr,c-lllurzD d.r.ITCH rla+T a IT•M•KI Be 1 \ mri.pllG OrK.rtey TLrMIG—1—K O .To la n 1T. \ \ r[artflK. OlWlir a)Ci U:at:rr IT Lwm v,Tr i i[imTrT v.rT,Llas vea c.um. s.o.ru+c 1 Res dent- Pea[rt ur.Tcs I v . urrv.a I-+-i .WIT gCTi 0 M1OI�r(CiO4�rtT'�[r'gClWa�r)tL \ } pTUXrrr IY,K IIKD 1.TIN(Crp v1il��neeT�lt DA \ . Ioi m i.,ef Kull-wlm. 1 1 I rm+K` MT Ts .sre.r.0 m racvu[r,rva•us�W,I`,� 1 \ Gar a Concrete Concrete Notes SITE To r INF❑ 1 Parking Driveroy ❑BTAINED FROM MASON \ i L rmnK nanTK ass v.lvc m IaT v.m T.r.,e+lwI- COUNTY MAPSIFTER wTSIK Ir nc wa➢aa vnr ewe xw wT,rx Tr+r \ e nc.:I m,m ;rt w ioi TT�-av�evK.R .w%o rlal'IK•r[nw-art..aK nuaonc n+l".1.n Iu,e—a— -' \ ip ❑. •. Lws men. oo / ua.oelm,i.l➢ww.¢rv[awl K IwvvrKl vlTr•aul.nrt+i � 'T. rtz uric-Tcel➢..L. � �� / ' :Isce;lsa �/ r[i[a� as Q va.'"iToe ae TK use ICT ieciml Ie TK Silwi Peer aI /� • V n°iG.T aioitn.K Iasn a+,n IT..Iaol TI«r vaA�laa IE•A­ Libolt Tv us4i III}uczTu[swiss. APPr . 120.00' Lmr Ilas➢olrT+l,nws➢a x m Tar.IGr Am. I J I Residwtial IT Tlef➢-.vac a uss TI•vI:.•Tx•n IC•K➢Izc➢—1, zT;+l.c.crmnoc r. / I III P aw[vprtr,•r1 K K9aa,KC fo-+LL nnr16A-a+rin In al M T La0.i esalrrra a.nue.IIc.—IK�arr¢A�..n v.AUTps ^ ' I a_uu'°� iTc To o➢.enm,s s101aI le TTrK favlr➢T KT•as s,arin I\vl vzia rtx rfU1°.T.`TtDr.+nDLun1 Kslrarw revile:.IrL ra Kv¢v KFISIc rrluiaw Site Plan P.sr. ntII IL.ea.T4 ro K I6C➢—1 11 TK CaaTTASTAn,V-1 raioi. TKX R•K roe.rr on(- CT De oI+,rt X f>rz Ir'V I•-to Suk a�grrr q.M oiK1 pxprts vnM,t bTrluip X.ITpCTM ta,r[lIf•Tp enll ➢ KTrWIr ro Uf(LT-[LKrila DWipG IrL 0 5' 10' 20' Jo' 40' 50' 75 IN, of n RECEIVE L�F&A' JAN 182021-o J501 PIANNPga °Street n Wn.r Alder W. f..IM L� AH.STEED W IeIL CWfIME. Pt trsrt I/ Approx 120.00 y' 'Di.Ma r.;a a me c eADI r ru)ouR rm enr OMu«eE Ks1IN ' a Rm1 LnV DL La PST NI LIK LOAD.O KAD mAM E KO(LIMO fD IK Owner Info R s 1-11 4 Fri O�Pix1CIBTI✓L[RRD1,.IK SECT01 IKI / SOL KARUG PAESSUK 2PW PK / sI——1 I MC"T�—.13 a'LiiWris.I ID sATII®O.TO K Marshall & Senn Smith // P# 12220y 3-002 0 K E" E�sc,nmr n 300 E Russet Ridge Road / I Pant„taus N4 SMMH OI PINT AS gHMM AHD TO K PODEa Allyn, Washington 98524 i "FOH—1.OF WML M .S.— FOOTIH4S AK m K POISED OH OHO S-110I KAf ITED DMMMPIPE IS io K—D ARODIO Aomcra OF O I ',u> �S.To IS RiDro 1.2' SK[��1E°O1VIp�I Site Info, tiI ., I C.....IS MI.. ID:OYDIPOIrL a FPLAECO ix ACCOR ICDAI —11—SATOH— aRCEKH,s,EEL. K AI—11E0 THlnoca 300 E Russet Ridge Road ` lE c.II ..SO AHo ro K KTAIL[➢MD nAmD M PCL 8 of BLA #06-23 I iH TMR01I mK KOOKI' ra EODOIESI caxclrcrzs.µ0wrD4!N tv"p1°YK APSOI HDARµCO(OMOG r0 a mrxii�sIML K•KADT- 'coEKTE•An Allyn, of Mason County, Washington I 1 FIIAIMI°4 meTIM ro.1.—1,—Ta KT— Parcel # 12220-33-00240 A rm to rTIA1EI DI AnaRDMCE.1.SPmIF1EDTODIs Ir 0.450 Acres L01LTOWlwSTI ATUAX Tram lluD M To IS f<V 1 IK e ALL AND1.DAL 11 SH AC a I1D01 ro K IRV[KT IT MIDT AETrI[D a KM t OF b RL 1 STAG LIMIEI TO K 12 K DR KTTEa I a L RTEIIDII bmD rRM[D—TO K V-6K 1e WITH STUK AT 16•aG HEIGHT OF ESTE➢Ip VKLS ro K As I i L ML E RIIII VKLS 1D K SHEA D YI,N VY I I Ue'r — srwcTUAL IL,WmD Q IRI•asa a—IST-M D SAIS Scope of the Project, IS ro K 115ED IT WRL K KTAIIFD M PLMI I 1 A-WDImW HCAIno AHD II WML IuuPr To I a1�OaES�sPECOOOd DRiyvilx°nD® —1— 'ER'smniElwT To K AS=1' "*"• 4 Bedroom Home I 1 nsTOKS HA,HA'S 2—`raI"'KO v.LiKTD rt—1K 1 Story \ 0.[MNGE AMU—OITAKE WOOII SPAm. \ a u,MDnI W——ER1IS—K IIS,TIIE 2 Full Bath w KLIST.I oo—PlAS1 IIIL1.M AP 1 EDUAL ro 7I U n«s AsSra FWD WITH aaWEI1 2 Car Garage \ w DR"vn v111 SPECIFY 1 M RKICR cnR1RWCTIDH 1,806 Sq. Ft \ (A L oGIICKD iRWSi .. ES K r L`O:D Sr rCKRK C(M,RAWOOI ST III K51OER KTiALK A 4 \ r n e ST I D Rmr iD:D Tp wPLr 10 T.A.. I v J w IfY TM"l LOAI TO K 2'CO S or D.SP OI D,Sol >1 1 AD sKIN Mw TS I e'[OM ST.WDMIO.vi 77I6.OSI \ Cd J D o�1I Pmoucis uscn � \ `V a mecc�nwEa m \ ic�Icf°u cc TO K 11D AS DAWa WITH T—F oI canv"Lcxr. Q L iCO. u o .EA.—1% r WRH WASHIIIM STATE-1I EAEAG.mK a \ m —I-.Dovf ARD ro K scALCD 1H10 W—W—PvvrnT L WMDw°1 AHD—P- C. \ x a u FAAH wrERK —KTvccR—.n—O To HOED WNLS MID FOMDAi1O1i K CNAAED To IfIL�AIR if rKG FOI PLWMO.WIRIG..1—TMG City of Allyn Applkable Codes ` At—Trod ro K KAILI -2018 Interrwtbrwl Resldentlal Code and AlxndlRentl lIRC> / I 1—LATIOI DDCif aIALI HAW R-A IHSOLATION I mWEAUG -2018 Internntlorwl BWldvp Code Rnd Anendeente(18C) —n.CLLII ro 1HK xMIHn Q R-.+amM um1ArMH -2018 Intlrnat!Onal fire Code nd AMAHH n nta(IFC) u, \ �/ I 1 A.RTOO tr1I HEY Mrr MOLATiM -2018 Inter tlonnl M-11-1 nl Code Dnd AP dnentD(IMC) V c vrua e-N v SATT Mauna -2018 UNforn Plul+blrq Code(UPC) a Au 42ei0t—TO 1HK EITHER ST THE rnamnl -2018 Voshington State Enrrpy Code(VSEC) \ T—S Ilr WAPOR DAIn11ER1 L rrvoi IGutE We"I uRCFcaAEn -2018 Vnshinpt—State VentantIon and Indoor Air OunOty Code MAC) 11,LL W fL\-- I I \\ L StSi Y S 11—L—It DI AR A THAT IS WLITA—ON I \\ x11G 011CR r14 OG WilAI2i K 1—TS'ro nE m12 —1 MCI LLI1H IS LMITED To ITS r1.WITH a Proposed z�Lu7errS a—1-1—1—It A aw,awx.u n�.c � I Residence W a« T Duch io r misrRUKc1En 6 aaoiHl-DORc.Iorm DusnDla aE T A4—'OK. D nEI sslrccnnlS Ir EKE>iDwo 1 T TH� HAIIH C 11LEE PI SOHASCTOOOHS uwavoi rnii I FEcr WATER_auILSK S ra Rr I II Gnr eI Concrete Concrete cAK rc EA.1Mwxc. Notel SITE INF❑ „• _ OBTAINED FROM MASON I\ I Pnrking Drlverny PmvIK PKssuE Kloz WALWE 1m m1 WATm I—DRAIN ro THE COUNTY MAPSIFTER ,TIK O THE 10fl DG WITH—EMD HOT)OlE tMN 1 \ YIENRTZ 6-AFm■W THE oROIO.MIT GIOWICTHE 11—SHIS.1 \ K.APPWKD IAO(FLOW PRCWOITIOI KWI[E AT ALL NM \ ;00 70 1.A -OO1 V,(8 rleOOG MAM }' IIKH MI MANAGE PIPE auLL K—Ks WITH A 0.EMWT Al 1 ni WPER��[mllwl. OISadOat l fIODT4TL a1KTMn OIL'.If Mn K[O1Ri�iblPAT @IN TIE Kz,Taa .,—.. alEs K OPIO ATIOH OR THE aa1/M➢H �vaes AK Alm A T K LIV M AHr H THAT W,1ED maTlmTS A KreoEHr ApPr 120.00' Llboll M MOTKCRT,0 TORT KSIKxIW.IRAF1aEu OG / RC81dCat181 UIRT K11KIIrVL DTNRDG.YL m CO TTI10R 2101 I�' .....:I i. �i'•f / i Dmfh 1g I THIS Du.VOG IS IEK THAH I D-IT 11 A 111C1uR3 NOR. fGttL AfmIDOGLT. f�eI� WITPACIOI RVT Awe K KSPO S—FOR ALL DMPRTOII AAD mmlrDla ON (D20) W. w K I TK m."IIDRT KSIDExTOL OMf'TDG,Oe.—I K IOTSKD OF ART W.-- Ht 'A\ FIR L° 4 SHOWN ON UK D6 �EEW°�IO`D KSYNiI K IDEN L I-. C FQ KW— WITH r�ya I \I V DnEn eRRI Site Plan �. ARE m K IRED oAr FOR rK mRIIIrICIIOI Is TIa2 nnsr. r-la•EUY .w HER[St TIE.PLAHf 1.AHr 01KI PR➢xn OR ON ARr—KIt Dr THIS K_ncs:Ilr.au1 ro ul4rv'K 1S aTrrtll"i6�.viuGixc, TMrr mem"rmI awL 0 5' 10, 20, 30' 40' 11 75' t00' d f Namesw Syb1+v� Parcel# "22Z Q��3' Q Z BLD# Z I'Q " Mason County Department of Community Development OCT 2 2021 Small Parcel Stormwater Management Application/Worksheet (pW1Adf A)dPr c+. t 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. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width Area ' All dimensions in feet Buildings X = I Vi A1'A X Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X Driveways 2Ss X -70G 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 1 N v 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) jGk 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 _4 Owner/AgenCContract®rcircle one)Date: �12�I21 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. Pagel of 2 Name � V Parcel# �22U `17�1^O U Llfo 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)61 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/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the Stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail: P 0 Box 1666, Shelton WA 98584 Physical: 426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/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 p perry eview and ins on as may be required. X Owner/Agent/ ontractor ircle one)Date: l- ZO Z Page 2 of 2 I MASON COUNTY PUBLIC WORKS Sewer Water Permit Permit No. �,?LPj-_)g Date Owner ContractorAV*tk- 9-94oy,. 6oncb� n (Ovv ► 4� Job Description (fin Job Location �Z2d?-b -'15:� a pty-Wir qA lia Inspected By Approved for Cover Date Remarks Applicant Must Call Utilities & Waste Management issued For Required Inspection 360-427-9670 Post this card in a conspicuous place Ext. 652 at Front of Premises NOTES _ RECEIPT DATE NO 369838 RECEIVED FROM ADDRE I 1 INN $ � r?,,ns41 -72 i FOR f Ac_91 rNT How PAID AMT.o�-- f ACCOUNT AMT. if AMT. ! PAID CHECK /t7 BALANCE NIF� lDUE BY -, 02005 .®8-L810 Plan Number, CONSTRUCTION SPECIFICATIONS rSIth,. nu001.GENERAL NOTES. �...j ° ' AECEIVED A.WIND EXPOSURE AND SPEED 85 MPH,EXPOSURE B !. Tt '..0�f ,;1 I 11/11/21 B.ROOF LOAD 40 LB.(25-7-0-8)C.RAIN.2'PER HOUR FOR ROOF DRAINAGE DESIGN IApprox 120.00' D.FLOOR LOAD 52 LB.PSF(40 LIVE LOAD, 12 DEAD LOAD)E.DECK LOAD 60 PSF ❑wner Info: ¢� I�F.SOILS.PER IRC TABLE R405.1, IBC SECTION 18040CT 2 OG.FROST➢EPTH.18' LH,SOIL BEARING PRESSURE 2,000 PSF i.SOIL CLASSIFICATION TYPE.GROUP IV Marshall & Sena Smith P# 12220 3-00240J.ALL GLASS INDOORS, SIDELIGHTS,AND BATHROOMS,TO BE �j � 0t4&5 TEMPERED GLASS 3OO E Russet Rid a Road ,� 615 W. Alde Street K.SEISMIC DESIGN,CATEGORY➢ 9 2.FOUN➢ATION. A. FOOTING.SHOWN ON PLAN AS MINIMUM AND TO BE POURED Allyn, Washington 98524 / ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. A 4' PERFORATED DRAIN PIPE IS TO HE LAID AROUND PERIMETER OF Site Info:FOOTING AND OVERLAID WITH 1/2' TO 2'WASHED DRAIN ROCK B.FOUNDATION WALLS.TO BE BUILT TO SIZE SPECIFIED ON CIO CU I DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. 1'\� �'q PLACED S ACCORDANCE WISH FOUNDATION PLAN. �7 I PLANNING C.REINFORCEMENT STEEL. TO BE AS SPECIFIED THICKNESS 300 E Russet Ridge Road �, CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED P C L 8 of B L A #0 6-2 3 e� CONCRETE AND TO HE DEFORMED STEEL BARS CONFORMING TO ASTM A615,GRADE 40. (GRADE 60 ON n5 L R6 REBAR) Allyn of Mason County, Washington D. CONCRETE, SHALL BE 'READY-NIXED CONCRETE' AND SHALL CONFORM TO ASTM C94(5 SACK OR BETTER)3.FRAMING. Parcel # 1 2 2 2 0-3 3-0 0 2 4 0 A. FLOOR,TO FRAMED IN ACCORDANCE WITH SPECIFICATIONS OF C1 ➢RAVINGS. 0.450 Acres 1.TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC - 2.ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY - ----.- SET AND FASTENED IN ACCORDANCE WITH IRC. I �VVdVOI_[.3311­8 � 3. STRUCTURAL LUMBER TO BE B2 ➢F OR BETTER. iB.WALLS.1.EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L rig S3- WITH STUDS AT 16'O.C. HEIGHT OF EXTERIOR WALLS TO BE AS Scope of the Project: 2.ALL EXTERIORWALLS TO BE SHEATHED WITH 1/2' 1 31,E NO 38 0103aifla3a NV'LLL _ STRUCTURAL PLYWOOD OR E DE ICESE. IF PROPER LET-IN BRACING 3 BedrOOl''1 Home JNiw vdld aka A1Nf10o IS TO BE USED IT WILL BE BEARING IN PLAN. it i 1 3.ALL WINDOW HEADERS AND BEARING WALL BEAMS TO ' HE INTERIOR UNLESS SPECIFIED ON DRAWINGS. 1 Story 1 y�® 1 �,,,/ 4. INTERIOR WALL TO 2'x4'CONSTRUCTION PLACED AT 16' Y 1 '` a O.C. STUD HEIGHT TO HE AS SHOWN. 1 Full T]a-t l.. 5.INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING 1 Bath FIXTURES MAY HAVE 2'x6'FRAMED WALLS TO BE PROVIDE 1 Three Quarters Bath \ CLEARANCE AND COMFORTABLE WORKING SPACE. LLJ 6. BATHROOM WALL COVERINGS SHALL BE MOISTURE 2 C a r Garage Z RESISTANT CEMENT PLASTER TILE,OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. U.1 C.ROOFS,DRAWINGS WILL SPECIFY TRUSS OR RAFTER 1,701 Sq. Ft O CONSTRUCTION. 1.CONTRACTOR TRUSS DETAIL TO BE CHECKED BY GENERAL RECEIVED �� (.� Ld CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. Ld 2.STANDARD ROOF LOAD UNLESS TO APPLY TO DRAWINGS TO BE A I PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE 7 DRAWINGS. J -- 3.ROOF SHEATHING TO HE 1/2'CD%STANDARD,OR 7/16.OSB o \ AND ROOFING PRODUCTS USED. � D.CONNECTIONS, �f If A o ALL CONNECTORS ARE SPECIFIED AS SIMPSON CONNECTORS OR EQUIVALENT. OCT / 1 /O/1 1 L 1 L L1 0 1.NAILING SCHEDULE TO BE IN ACCORDANCE WITH TABLE oo Lai 23-1-0,UBC F9? 4.ENERGY CODE. COMPLY WITH WASHINGTON STATE 2018 ENERGY CODE 33 m 4 Ld A. ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY [� ¢- }1-p } L J INSTALLED WINDOW WRAP AND CAULKING. V 1 5 W. Alder Street a x U' H.ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO 0- O Z_ UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO - STOP AIR LEAKAGE. City of Allyn Applicable Codes, (n C.ALL PENETRATIONS FOR PLUMBING,WIRING,AND DUCTING // \ I Q TO BE SEALED w D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION -2018 International Residential Code and Amendments (IRC) COVERING -2018 Internatlonal Building Code and Amendments (IBC) 5. INSULATION. -2018 Internatlonal Fire Code and Amendments (IFC) • A.ROOF/CEILING TO HAVE MINIMUM OF R-49 BLOWN INSULATION B.FLOOR, R-30 10'BATT INSULATION -2018 Internatlonal Mechanical Code and Amendments (IMC) C.WALLS.R-21 6'BATT INSULATION -2018 Uniform Plumbing Code (UPC) D.ALL EXTERIOR VALLS.TO HAVE EITHER OF THE FOLLOWING �j TYPES OF VAPOR BARRIERS. -2016 Washington State Energy Code CWSEC> 1. TYVEK HOUSE WRAP(PREFERABLE) -2018 Washington State Ventilation and Indoor Air Quality Code (VIAL) • 2. TYPAR HOUSE WRAP \ 3. 15 LB.DR 7 LB. FELT PAPER. MECHANICAL SPECIFICATIONS \ 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR \ 35' CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED 70 1 THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 Proposed ELBOWS. 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK,OR FLAME \ • Residence w SHALL BE LOCATED A MINUMUM OF IS'ABOVE THE GARAGE FLOOR. \ 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE 1 MATERIALS. APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT. \ IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN 1 1 G age Concrete Concrete CASE OF EARTHQUAKE. Note: SITE INF❑ • PI UMBING SPECIFICATIONS ❑BTAINED FROM MASON 1 Parking Driveway 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE COUNTY MAPSIF TER \ r OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TVO FEET NOR LESS THAN 6'ABOVE THE GROUN➢,POINTING DOWN. \ �f 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. 3. RO IDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSEBIDS \ ' 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER LINES CONNECT. O 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. DISCLAIMER N� N 10"g , r �,t ( J� LIBOLT RESIDENTIAL DRAFTING, INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, / METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN IN / THESE DRAWINGS. DRAWINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT Appr x 120,00' Libolt DIRECTLY OR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING,INC. LIBOLT RESIDENTIAL DRAFTING,INC. © COPYRIGHT 2004 l RDrafting esidential IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. ccru¢r I I 110 Park V1eee Dr. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON "t' Lynden,VA 98264 THE JOB,AND LIBOLT RESIDENTIAL DRAFTING,INC.,MUST BE NOTIFIED OF ANY VARIATIONS ' Ft (360)933-I105 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS SHOULD 1 \ I Date. 11/11/21 BE SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING, INC.,FOR REVIEW BEFORE PROCEEDING �aa r \V� Site Plan g WITH FABRICATION. �rnx Page: THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT. ANY USE OF THESE PLANS FOR ANY OTHER PRDJECT OR ON ANY OTHER SITE BY THIS 1"=10'Scale CLIENT OR ANY OTHER CLIENTS WITHOUT NOTIFICATION AND MONETARY COMPENSATION SHALL DEEMED A DETRIMENT TO LIBULT RESIDENTIAL DRAFTING INC,. 0 5' 10' 20, 30' 40' 50' 75' 100, of 7 aV� C) Plan Numbe CONSTRUCTION SPECIFICATIONS Sn1th,Sen 003 1.GENERAL NOTES1st Draft 11/5/21 A.WIND EXPOSURE AND SPEED 85 MPH,EXPOSURE H 7t V'.. -� / - I 2nd Draft W31/21 B.ROOF LOA➢40 LB.(25-7-0-8) J C. RAIN-2'PER HOUR FOR ROOF DRAINAGE DESIGN /ApproX 120.00' D.FLOOR LOAD 52 LB.PSF(40 LIVE LOAD,12 DEAD LOAD) E.DECK LOAD 60 PSF Owner Info F.SOILS PER IRC TABLE R405.1,IBC SECTION 1804 RECEIVED G.FROST ARING IB' 1. SOIL HEARING PRESSURE E,000 PSF P# 12220 3-00240 I.SOIL CLASSIFICATION TYPES GROUP TV Marshall & Sena Smith J.ALL GLASS IN DOORS,SIDELIGHTS,AND BATHROOMS,70 HE � PSaIPM 2014&5 TEMPERED GLASS K. SEISMIC DESIGN,CATEGORY D 300 E Russet Ridge Road 2. NDAT FAUON FOOTING:SHOWN ON PLAN AS MINIMUM AND TO BE POURED Allyn, Washington 98524 / OCT 21 2021 ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. A 4' PERFORATED DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF Site I n f os t'1 I 615 W. Alder S t re e FOOTING AND OVERLAID WITH 1/2' S 2'SASHED DRAIN ROCK B.FOUNDATION AND THICKNESS TO BE BUILT IE SIZE SPECIFIED I CID (ll DRAVINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE WITH FOUNDATION PLAN. 300 E Russet Ridge Road C.REINFORCEMENT STEEL. TO HE AS SPECIFIED THICKNESS � CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN P C L 8 o f B L A #0 6-2 3 - ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND TO HE DEFORMED STEEL BARS CONFORMING 70 ASTM A615,GRADE 40. (GRADE 60 ON NS 6•6 REBAR) Allyn, of Mason County, Washington ENV!RO N 1 a�E N T D. CONCRETES SHALL BE'READY-MIXED CONCRETE'AND AI SHALL CONFORM TO ASTM C94 (5 SACK OR BETTER) 7 3.FRAMING Parcel # 12220-33-00240 e, HEALTH - A. FLORA TO FRAMED IN ACCORDANCE WITH SPECIFICATIONS OF DRAWINGS. r, 1.TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC 2.ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE WITH IRC. 3. STRUCTURAL LUMBER TO BE H2 DF OR BETTER. i B.WALLS- 1. ®� EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L M2 WITH STUDS AT 16' O.C. HEIGHT OF EXTERIOR WALLS TO BE AS Scope Of the ProjectsSHOWN. 2.ALL EXTERIOR WALLS TO BE SHEATHED WITH I/2' STRUCTURAL PLYWOOD OR 7/16'OSB. IF PROPER LET-IN BRACING APPI IS TO BE USED IT WILL BE DETAILED IN PLAN. 3 Bedroom Horne 3.ALL WINDOW HEADERS AND BEARING WALL BEAMS TO DEC 1 2021 Z BE 4'x10' UNLESS SPECIFIED ON DRAWINGS. 1 Story 4. INTERIOR WALL TO 2'x4'CONSTRUCTION PLACED AT 16' u D.C. STUD HEIGHT TO BE AS SHOWN. 1 Full Bath L N 5. INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING 1 D FIXTURES MAY HAVE 2'x6'FRAMED WALLS TO BE PROVIDE 1 Three Quarters Bath AS COUNTY EWRONMENTA H CLEARANCE AND COMFORTABLE WORKING SPACE. W 6. BATHROOM SELL COVERINGS SHALL BE MOISTURE 2 Car Garage RET \ Z.RESISTANT CEMENT PLASTER TILE, APPROVED EQUAL TO 70 INCES AD Ld C.ROOFS HDRAWIIN SE WILL]IRAINSPECF AT YO TRUSS WERS 0 RR T RAFTERUB H SHOVERS. 1,701 Sq. Ft \ � CONSTRUCTION. 1.ENGINEERED TRUSS DETAIL TO BE CHECKED BY GENERAL RECEIVED CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. 2. STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40 PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAVINGS. J - 3. ROOF SHEATHING TO BE 1/2'COX STANDARD,OR 7/16.OSB o AND ROOFING PRODUCTS USED. o (� D.CONNECTIONS OCT I� I� o O Q ALL CONNECTORS ARE SPECIFIED AS SIMPSON CONNECTORS OR EQUIVALENT. 1-I / 1 /O/1 1.NAILING SCHEDULE TO BE IN ACCORDANCE WITH TABLE V L 1 L L 1 `" 6 -/ li 23-1-0,UBC X ti ►�14 4.ENERGY CODE, COMPLY WITH WASHINGTON STATE 2018 ENERGY CODE O 33 \ J A.ALL INSTALLED WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY 615 W. Alder Street INSTALLED WINDOW WRAP AND CAULKING. d X z B.ALL FRAMING INTERSECTIONS BETWEEN CON➢ITIONED TO d O Z UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO Q / l a �n ui STOP AIR LEAKAGE. City of Allyn Applicable Codes, C.ALL PENETRATIONS FOR PLUMBING,WIRING,AND DUCTING // \ TO BE SEALED D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION -2018 International Residentlal Code and Amendments (IRC) w COVERING -2018 International Bullding Code and Amendments (IBC) 5.INSULATION, A.ROOF/CEILING TO HAVE MINIMUM OF R-49 BLOWN INSULATION -2018 International Fire Code and Amendments CIFC) • F.L. J B.FLOOR.R-30 10'BATT INSULATION -2018 International Mechanical v Code and Amendments (IMC) C.WALLS,R-21 6'BATT INSULATION -2018 Uniform Plumbing Code (UPC) D.ALL EXTERIOR WALLS TO HAVE EITHER OF THE FOLLOWING -2018 Washington State Energy Code (WSEC) TYPES OF VAPOR BARRIERS. • I TYVEK HOUSE WRAP(PREFERABLE) -2018 Washington State Ventilation and Indoor Air Quality Code (VIAC) . AP 3.15 LB.RU7ELB.RFELT PAPER. MFr_HANTCAL SPECIFICATIONS 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR 1 \ 35' CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO 1 THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 Proposed ELBOWS. 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK,OR FLAME • 1 Residence w SHALL BE LOCATED A MINUMUM OF 18'ABOVE THE GARAGE FLOOR. \ 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE 1 MATERIALS, APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT. \ IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 1 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN ' G a g e • Concrete Concrete CASE OF EARTHQUAKE. Notes SITE INF❑ ' Parking Driveway PI UMBING SPECIFICATIONS OBTAINED FROM MASON 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE COUNTY MAP SI FT E R OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO / •Z3� FEET NOR LESS THAN 6'ABOVE THE GROUND,POINTING DOWN. J/ 2. OVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. PR 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. 7 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEVER / 1 LINES CONNECT. 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT StO� J ITS UPPER TERMINAL. �gI it nI$f_LAT_MFR I ❑ LIBOLT RESIDENTIAL➢RAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, / METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN ON / THESE DRAWINGS. Libolt ➢RAVINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE q DETRIMENT Appr x 120.00' DIRECTLY R INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING,INC. / � Residential LIBOLT RESIDENTIAL DRAFTING, INC. © COPYRIGHT 2004 I �- Drafting IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. S�clragr I I 110 Park Vle Dr. �.. .G, Lynden, VA 98264 CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON �E'�v y"'�Fy A I I (360)933-1105 THE JOB,AND LIBOLT RESIDENTIAL DRAFTING,INC.,MUST BE NOTIFIED OF ANY VARIATIONS I\ I ➢ate. il/11/21 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS SHOULD I \Vl BE SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING, INC.,FOR REVIEW BEFORE PROCEE➢ING Site Plan WITH FABRICATION. 'sf,i rw.s A page' a r Mhr THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT. ANY USE OF THESE PLANS FOR ANY OTHER PROJECT OR ON ANY OTHER SITE BY THIS 1"=10'Scale CLIENT OR ANY OTHER CLIENTS WITHOUT NOTIFICATION AND MONETARY COMPENSATION SHALL DEEMED A DETRIMENT TO LIBOLT RESIDENTIAL DRAFTING INC,. 0 5' 10' 20, 30' 40' 50' 75' 100, at 7 Plan Number, Smith,Sera003 1st Draft 11/5/21 2nd Draft 11/11/21 Psalm 20,4&5 / \ \ L OI 2 12 12 6 6 S 12A 6 7/16 ❑SB Sheathing / tl \ t ad N 30 Yr. Laminated Shingles Cardboard Baffle (leave 1' ❑ ❑ r ° airspace from sheathing) LL zwx a x Roof Truss =s o a Vented Birdblock ZD d Hl Hurricane Clip 'a = R-36 Insulation �� w tea—T_ U Z Hordl-Panel Siding / 1x3 10'Round DF Z Concrete Porch Pre-Prined Cedar Buttons 16' D.C. Posts(Typical) Double 2x6 5/8' Sheetrock Lid (Typical) ! ^ N Continuous Metal Top Plate VV /I w Gutter__ _ _ _ _ _ n Rear Elevation (West Elevation) �_j 2x8 Pre-Primed 1/2' Sheetrock ME Cedar Fascia 1'-0"Scale 2'-6' Overhang (Typical) w J zU Z S • Ol m Y N tl �2 a c 5/4x Trim lx Trlm m{ a 7/16 OSB Sheathing 2x6 Studs 16' o.c. Tyvek Vapor Barrier Hardl-Panel with lx3 Pre-Primed R-21 Insulation SyC-a, Spruce Bottoms 16' D.C. ?� •`" 2x6 Bottom Plate with Sill Seal 1/2' x 10' J-Bolts Every 48' E �1'-6'Barge Dverhnng 3 4' Thick Concrete Slab (Typiceu -1 W.3.3," inated Composition Shingles ................/../\ r\ � ge-Vent(Typical) 2x10 Pre-Primed Cedar Barge BoardsR-10 Rigid Insulation �/ '.: 3'-4' Grave or Pre-Prined SprC7ypkcU 12#4 x 18' Rebnr Sand Base w/std Bend 48' o,c. 6 \1 1/2' Washed Rock with 5' 3 2x8 Pre-Primed a one 4' PVC Drain Pipe 6 #4 Horizontal Compact Soildar Trim(Typicat) \ a Rebar w/20' Lap ; / . • 0 n Typical Wall Section x E bolt 3/4"=1'-0"Scale ❑ ❑ ❑ ❑ E:E] L CTypicnU _ � a Residential �a °' Residential s Drafting zzzz0 ' T v"bf1�� 110 Perk View Dr. — — (360)9, -1 98264 <360)933-1105 5/4'x 4'Pre-Primed Cedar 5/4'x 6' Pre-Primed Cedar Concrete Porch Trim Around all Doors and Windows(Typical) Trim on all Corners(Typical) Onte� 11/11/21 10'Round DF Page: Posts(Typical) Front Elevation (Fast Eievation) Scale 2of 7 Plan Number- Smith,Sera003 Ist Draft I1/5/21 2nd Draft 11/11/21 12 Psalm 2014&5 I s r1'-6'BargeC11...hang / Framing for Skylight Yell 1-6'Barge Overhung / yd v / / ` (TypknU I, I, r II-i/-II x m � i c N a 6 m 3 12 L _-PDi 2x0 Pre-Prinetl Cea Gutter(Typical) __ eF neNw O_ rev oP RIs<•on E �o er d Porch Living Room Kitchen Covered Porch o „ ' Flat 30'-1'Vnult 7'-5 Fiat� oe a Overha ■ i m (TypknU ix 0 0 a ) o m e F7 - -- eRa "��1 TT -- - P � 5/4'x 4'Pre-PrMsed Cedar l Concrete Porch Trim Around&U Doors and Windows(7yplcaU W C� Cross-section rn Left Elevation (South Elevation) o 1/4"=1'-O"Scale 1/4"=F-O"Scale (!1 W Y J_ W W J U Z_ In W C) 12 2x10 Pre-Primed Cedar Barge Boards 6 YGSHINGTIXI STATE EKR(T Cmrc C05 CREDITS) KSIDExr1eE PRwlslds (TypknU re- rimed Sp ruce Trim 1. '�'""'""°(""a 1'-6'Barge Overhang (TypknU vnSwNr.Tu�star (1.0 CREDITS) I~-�/-II 30 Yr.Laminated Composition Shingles KS—I,m—ISllns K v/9'Ridge-Vent(Typical) �Nf.TO)1 ST.IE EKRf.Y CDaE—Cla5 CREDITS) Rem—CHAT vEMIE.TDle KSIDEx(IN.PRWISD)e tN Co-p"rc•MM m R.K...12 ReAce W N• S.)E,,C—V••R•N P"e4 na"w at SO Pe•cal• .TCi 1E.TIIG R�R-2 Occp•neY Rptbrol carNNUroe be••C an S•eebn V•N.Metw•yten Yell)xlRw en ai w PallaMn �^.12�MWe•W•. tal•F(«Haq N 4a erN EUetr`Ma< «Nr M•tw wtw W sW4erY • SO Pa•caUt"" . N IEY•E'•aWeroe« Metw N•YRk•tb" om 2x8 Pre-Primed Cedar nr ttI rc fir.x.ct,k It l.et wn.•N.rwNw). s.Rtaa.oaR eF W _ ' NwOiwa,a m.t<xT�•as. ,,,1 x KFN•eMrcw Gutte ( pi OMetal tl�e11Y_q R avvlr vRro•tt Iet Gutter(Typic U Mew^..".u•Teat..ee.wy RFPlawxy M"1"N"au'""" "'etb,[pV I, . ee insuaW Mt�H P° �• _ _9�IOan CO• — T ya 0 '0 RYESIDEwTI/�L PROVI1 xY"D,NSF.) (1.5 CREDITS) �I `'�.= 1 1 (0.5 CREDITS) Z 4)HI EFFICIENC I—Ea)ImENT SIDENTIK PRDVISOTS �' •Yrt•n••aMl centre4 "PRUM[E SNx� 1' acae••rw�'Y Matta•YSN"U aarnl Y•etrk )) awaa(e Erv.pY SaM'°e•YeuW faLLnYq•teM�ao TTt0' d ---lilt NM RD �I"M tsY�W tat RW•Y•t•"Ytl-.Pe C mF o-aw.M.tnR N w I..R.•<Iwa.a W M-.w"ae. R .q•..to-(N N°�.,�rSa..•w RIM .e..•.�.«.......�.a+,..........r �••rp e�Rr N�°M'Nas...�a...:r..Yen�aa.� - _ _ — Tax a.s.m cEirotw x ii *R�aeurr mo.at,W s.s+R R.�m d•awy 5/4'x 6'Pre-Primed Cedar Hnrtll-Pnn¢l Sidingv/ Iz3 Llbolt «.YFr W w<a,-)xa.R.Y•.t.e•ro Wu Ym W 10'Round DF •RmI•-x•t"`tn°"", ro.w Nea RF Ererey sto- Trin on all Corners(TypknU Pre-Primed Cedar Buttons 16'D.C. Concrete Porch Posts (7yplcaU (Typkau Residential SIDENTViL PRDVIS a.s CREDITS) YufaY•4 m wYVn1l4 PNt,rot prrMttee t0 a Drafting SO EFF-1 V.iEN K.TI. n.an.R•r•ta"w proem.(ro a w sYle..,R (No Elevation rth Elevation) 110 Park View Dr. 360)933 1105 Lymd.m,VA 264 Right *s.I ••.R..,s« 1/4"=1'-0"Scale Date- 11/11/21 io-uaae Dwet�,Rte%r,Y.ear�Mat v,.o«N.MaN.w, .• twuu -oau.r,•u uwlr m-..uc roe Pale: uw N.0�.•aa IP ee«a.Mat«.....+o.er. �� Fr. e;,RM R••Rw wt.elyn"t«t..Rea •nR Mma.ta,-Row.NYI aa.t•"Y)n 5e-++.,,vo. sSroN(t rrh/( Plan Number- Smith,S-003 1st Draft 11/5/21 2nd Draft 11/11/21 Psalm- 2014&5 E 5 60' 5' 1 5' I1'-T 12' 12' I2' 11'-T 1 m 1 n q Porch 60' 1 ————————————————— ———————— —————————— ——— IF ----- --- - -+ --F-- ------- - at" L — ----- -- -- I I I 1.t II I � Ij Approxinate Locations of Sanitary Vast.Risers to Plumbing Fixtures Above I (Field Verify Locations) I p m I I To+t I Slab on Grade I w A —� I :�Rw1:zr•a�� I I v I (� 5 - - �:,fi 6lam I } I I a Mr.•, 6 aatb br.mwor ill I I J II I I � I IProvide Crack Control Joints E Dashed Lines I < W J IL- - - ------ - - - -- L _ I m ZZ - - - -- -- -- - ------ ---- — () 23'-6' i + Toilet + I I I I IW I --- \ 4'DOWN(STEP BUMPER GUARD) l \ � � I �— L I I I F 5 I I \Ito sN0 St 1nbS two Mapepe , Y of R-1a � R�abl Insulatbn I I I \ / I -- - - - - -we — F— lo -- - - -- --� I I I I Porch I I I I I Rouen-ti l of Unerr r ound I I VW it Dpr 4R^`i ' \ I E1 —————— — —— —Vafy iatia - ------- --- -- Secur el' 5 Posts W/ h 3'n VH- - -I / _ D Bases F 5 - - _3'-_30'- 164'R.O. ❑■ 1 �� 1 24' 20' 16' Libolt n Foundation Plan Residential 1/4"=r-Dw Seale Drafting 110 Park Vlcw Dr. �nyo6'4 Lynden,VA 98264 �3 (360)933-1105 - $ Dates 11/11/21 Page: f Indicates Bearing Point Loods Originated From Above y?� g Indicotes Bearing Point Loads Applicable to This Plan (1)2x6 Trimmer a(1)2x6 King Stud at Windows/Doors I<2)2.6 Studs at Beam/Glyder Truss Point Loads Unless Otherwise Noted of 7 Plan Number- Stith,Sena003 1st Draft 11/5/21 2nd Draft 11/11/21 Hardl-Panel Siding R-21 Insulntlon With 1x3 Battons 16' O.C. 3' Steel Washer Psalm 20-4&5 Provide Sill Sent 2x10 Treated Sill Plate 2' Rigid Insulation R-10 4' Concrete Slab 3'-4' Sand or Gravel Base Fin. G.L. at 2% 3'-4' Gravel or #4 x 18' Rebar \ Sand Base w/std Bend 48' o.c. #4 Horizontal Compact Solt Rebar w/20' Lap 3 Runs Needed 1-4' n Porch Detail 3/4"=1'-0"Scale 2x6 Exterior Stud w R-21 Insulntlon Z w Hardl-Panel Siding 0 With 1x3 Battons 16' D.C. ^ N V /l w Drop Driveway 4' Concrete Slab 3' Bearing Plate Slab Down 1/2'� at Garage 1/2' x 10' Anchor "'. Bolt Ever 36' 2x6 Treated Bottom Plate ' 4' Conc, Garage Slab Y Q Sill Sealer Minimum w 4' Concrete Slab \� "`.f::' ".''•'�U' / CD \ !! ROOF TRUSSES/RAFTERS TO HAVE at Driveway o _ ::". " -s: ..<.,,;, .- ";II \\/\\/� a Z z HI HURRICANE ANCHORS TO TOP PL. \ �� cn 3'-4' of Sand � \, i \ >t''. \ \ 2-2x6 CONT. TOP PL. 22 1/2' MIN or Gravel Base 3'-4' Sand or Gravel Base`!Wig'. : ,\ \\ fZ. �� #4 x 16' Rebar Stub 48' o. C.J Compact Soil #4 Rebar, Continuous (3 runs) •\ \ #4 Rebar, Continuous 6' / r n C3 runs needed) #4 x 16' Rebar Stub 48' o, c. c / HDR 5' S' Compact Soil 1'-4' 51615. '6'5' NAIL SHT'G TO HDR @ 4' O.C. 1'-4' EACH WAY STAGGERED 16d @ 4' D.C. INSTALL CS16x28' END POST-HEADER PL.-HDR TIE VERT. STRAP ❑N INTERIOR SIDE, f�i Garage Slab at Door Detail Garage Stem Wall Detail 2-2x6 DF @ DOOR EDGE 2-2x6 DF END POST 3/4"=1'-0"Scale 3/4"=t'-0"Scale SHEAR NAIL EACH STUD STAGGERED SHT'G, 7/16' CDX-1I (OR OSB), I-SIDE Hardl-Panel Siding NAIL, 8d @ 4' D.C. EDGES, ALL PLATES, xQ With 1x3 Battons 16' D.C. & HEADERS. 2-2x6 SOLID BLK'G f REWD @ SHT'G JOINTS, R-21 Insulation m 2x6 Exterior Stud (2) 5/8' DIA. A.B. W/ BP5/8 R-21 Insulation 3' Steel Washer EMBED 7' MIN, 5/8' Type 'X' Sheetrock 1/2' Sheetrock SIMPSON HDU2-SDS2.5 2x10 Treated Sill Plate W/ SSTB20 (TYP.) Provide Sill Seal 3' Bearing Plate 2' Rigid Insulation R-SO 1/2' x 10 J-Halts 4 P,T. DBL-2x6 SILL PLATE ' Conc. Garage Slab 1/2' x 10' Anchor 4' Concrete Slab ,c + Ever 48' o , E� � NAIL W/ Bd @ 4' O.C. Bolt Every 48 Sill Sealer 3'-4' Sand or Gravel Base Ii'' 3'-4' Gravel or #4 x 18' Rebar Libolt 9 6' CONC. FNDN WALL (U.N.O.) @ ,D w/std Bend 48' o.c, / \ \ \/ Residential 1 I '.,•� ;. Sand Bnse \ #4 Horizontal Drafting r #4 Rebar, Continuous C3 runs) \ B Compact Soll Rebar w/20' Lap 1 1/2' Washed Rock with 110-— —— ______ __J 3 Runs Needed 5. 6' S' one 4' PVC Drain Pipe #4 x 16' Rebar Stub 48' o. C. LyndenkvAe9e264 Compact Soil (360)933-1105 5-6-5- l._4• 4ti«^W:� Dnty 11/11/21 n Typical Garage Shear Wall Detail V-4' page_ 3/4"=1'-0"Scale � 6" Stem Wall Detail n Garage to House Detail 3, 1---f 3/4"=1'-0"Scale 3/4"=1'-0"Scale ,t' Plan Nunber, Stith,t 11/53 LEGEND nlmenslon Notes 1st Draft l/s/21 All Dimensions are to the Face of 2nd Draft 11/11/21 the Studs Unless Otherwise Noted. Eff] Bearing Wall Location ® Smokw Detector n°Ov. Note, All Beans and Bearing WuU Headers Exhaust Fan are to be 4xt0 DF Unless Otherwide Noted. I Indicates Bearing Paint Loads psnln 2014&5 Originated From Above Indicates Bearing Point Loads 60' Applicable to This Pan sY Hose Bib Location 15' 9' I 22'-10' 13-2' �fSecure Posts w/Simpson PVB Bases. Notch Post Tops to Secure Beams w/2 5/8-CB w/Washer/Nut(TyplcaU — — — — _ _ _ _ __ — _ _ _ _ _ _ _ _ — _ \ 10'DIA POLE (TYP.UNO.) lov red Porch 1 n I u•-7• 12• 1z' I2• 1.•-7' �5' 4'exposed agg.Cone.W/ thickened edges 5, IlS \ 1'-6 9�j (alternate patterned concrete 1'-3Y2' 1 x 3'-8' 3' 3'- 3' 6'-2 2'-IO 5' 7'-8' 7(Sil 6'R.O. 3'-10' S' 4'-4' Zo 1• "� 3�S�H sSD SH �4 513°XO ° DX S.G.D.T 15 5°4°XO / 4.10 IF 4.10 OF \ 4.10 nF 4.10 DF 4.10 DF S<o-vae Pantry tr..�... tD6 a"t 100 i n� a �aak tat, I 2/6 Master m e.e�naa°y./'�ft, ° / Bath m ..nt .n,tn../Mr.wtwl>twn.mot aewwy Bedroom#3 I I an CL © i I 12/8 X 10/10 v, I Dust. Van W ® Dining Area I I 106 I w � v Master I 3I-z 6-6 3-6 b w art vino RN " Bedroom I wm• s w N vrovlee 30'rr.Cleerenct<o vgrotecteJ 1py 2/6 14/8%I6/6 IIZ :Z. Can°ustzxK eb°"i o ronq°r c°ok t°p' [ ` qMi/,a. • //�) iutea.aadron�: oy le.r.a.�.a m S 1 I.inenx Y m `�24••K.0—ve.My m deoronce per ------O�n!/rymJ Coa a I I Utility 2'6 I a Q 113 i MecM1anlcal ea —I e I ti ti Doraae,Heil ee n I n 15' 9' t/e Lid %' ® ROOM Y w I I 2n 107 I t'1 m vrote�eearron I 2no O 10H ` 1 w aon,ae nr nay o` 105 I ,A {` in nld-Et—t a : ~ I F1•e-cota� 104 4• lu I W D ! J taulpnmt I6'nin If N Doan 4xa 2 ptirent penerotK 18•��2, I�I �y ape cones.imne. 22'-61r�' I I (n V"Y 1. F_-� enD I O I 4ttk—ram I Living Room I I ® !IrutaWtbn Y ''I}�— /� I I IB/0 M17/6 i o Foyer I •r v I �a.�'� / /� 4' DOWN(STEP ,3LIMPER GUARD) rle/ I I 114 Bath V /I IM�tlorgl :D Garza 20 3 R.O. L Mterma accrsz I \ to, RIy I ry - doai verily prbr a—tm.ctian I Gafage \ Lid provae scoop K 4aareay '� I L 23/0 if 22/0 \ Q 4:10 DF 4z10 DF \ 309 ry °s I \ 101 3°SD SH 3D 51 SH 11 31 50 SH I \ I N y16'x 8'Dverhwad Door i 111 I a c R.Q 3'- 4 3' 3' 3' 3'-6�q' Y B room#3 in 6' ' e I TvtDE t la SEpNiATlpl \ 4•r.poee4 osp rant v/tltkerrd I u o eETVEEH GARAGE a RESIDEl1GE./ I Nees GYternote g soffit it camv.a I yr rrpE•z• DD a ia.aa \ Covered reh �I " VALL AND 5/8'T 'lt•GYPSUM a0. f Ix6 tLg soffit \ I a COe01 CEIL IMILED 6.OL \ \ c U 440 IF - mW.vwtiY ea s I r \ _ SD 4D XO \ tbn A ssiezlMAnor mt. 3-2• —110 ` pc U �I 4.121 IF 6' II' 3' ll Secure Posts w/Simpson PVB 2-8' S' S'-6' L _ — _I— _ 103 — I Bases. Notch Post Tops to -I}I- _ J B Secure Beams w/2 5/8'CB 3-10' 16'-4'R.O. y-3'-l0 a w/Washer/Nut(TyplcaU 2'-10' 13'-P. 1 �'0.YDE si 1 7 24' 20 16' �a•T P .4 t 1❑' e a�m ,/vhr n Floor Plan Lbolt 0 va^=r-o^scare Residential SQUARE FOOTAGE Drafting BASEMENT N/A FIRST LEVEL 1701 SQ. FT. 110 Park View Dr. SECOND LEVEL N/A Lynden,WA 98264 TOTAL 1701 SO. FT. (360)933-1105 Date, 11/11/21 BONUS ROOM N/A Page: GARAGE 535 SO. FT. REAR PORCH 420 SQ. FT. FRONT PORCH 140 S0, FT. Tool Saaar.Footoar vor 2236 S FT. Ft.S,rprrrebn of 7 Plan Number' ROOF FRAMING NOTES, Smith,Sena003 I—— — — — — — 1. All Perimeter and Bearing Wall Ist Draft 11/5/21 / Headers to be 4x10 DFp2 Unless Otherwise Noted. 2nd Draft 11/II/21 2. Trusses to be Engineered by Notch Through Truss Top Chord Washington State Registered Engineer Backnall Through Truss and Checked by General Contractor Dimension Notes before Installation. 2x4 Outlooker Laid Flat �1'-11Y4' 2'7 All Dimensions are to the Face of 3. Placement of Girder Trusses by 1/2'Plywood or the Studs Unless Otherwise Noted. Truss Manufacturer. Psalm, 20-4&5 � 7/16 OSH Roofing l 4. All Truss and/or Rafter Overhangs to be 30' and Barge Overhangs to be 1B'Unless Otherwise Noted. lx3 Trh F[.r,:t%7A."l Beams and Bearing Wnll Headers (See Plan) e 4x10 DF Unless Oiherwlde Noted. 5.® Overframing on top of Trusses and/or Rafters. Barge Board (See PInr) Structural 6. Roof Ventilation to be a Baffled Trusses Vent System to Keep Weather Out. See Plon Indicates Bearing Point Loads Applicable to This Plan Fro Rude VentedrBlyd or Equly lattem Truss (0 2x6 Trimmer 6(1)2x6 King Stud at Heels. Windows/Doors W_(2)2x6 Studs at Beam/Girder Truss Point Loads Unless Otherwise Noted 7, Simpson Strong-Tie Hangers and Used Gable End Truss to Hongsall'Trusses,eRaf ers,nt) to eBeams t0 Han (Non-Structural) and/or Ledger Boards. 8. Roof Pitches to be Verified with V5/8 Sheetrock Lid - Elevatlons. 1/2'Plywood Or 2x4 Bla Cking 60 7/16 OSB Sheathing R-21 Insunitlon 1/2 Sheetrock LL i i -- -- -- i G �1B Outlooker Framg in Detail 3/4"=1.-0"Scale - - 0 8 h. W U 4.1 ➢F 30 DFIF— 4x fiz10 DF Z 4/12 4/12 W V / N W iLf 7'-11y4' Jacks— 7'-11 Jacks }J 1H Q i =i J S yll hts - �I Z Z 21' 22 6 3'-5y?' (n � 4.1C DF 5 /\ 0 4/12 4/12 Are of Ove Frnml g -- gIDFl F — __ __raW"r Glrtlrr Truss m u sa ' e➢ular ruse 4/12 4x12 DF 4/l2 1`{ _-Lij 1� GnMe EM Truss o ea saW _ Libolt Residential 24' Span 36' Dmfing 110 Park View Or. 60' {�y aA o4"�v4' Lyynde 98264 (36o) 933-1-1105 Roof Detaas. r Date- 11/11/21 4/12 Pitches,2x4 Top Chord,2x6 Bearing,25-7-0-8 per: Loading, 3 15/16'Heels,30'Tails and 24'Spacing. w /-Al Roof Plan 1/4"=1'-0"Scale of 7 RECEIVED OCT 21 2021 615 W. Alder Street PL G