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HomeMy WebLinkAboutBLD2022-01031 Remodel - BLD Application - 6/15/2022 MASON COUNTY COMMUNITY SERVICES Permit No. PERMIT ASSISTANCE CENTER: — I .BUILDING•PLANNING•PUBLIC HEALTH.FIRE MARSHAL VED 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax.,(360)427-7798 Phone Befair(360)275-4467•Phone Elma:(360)482-5269 J L A C f,'?2 BUILDING PERMIT APPLICATION 615 W. Alder t PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Mike&Cami Meurs NAME:KS Homes LLC MAILING ADDRESS:180 E Lake Forest Dr MAILING ADDRESS:52 E Mossflower Ln CITY:Allyn STATE:WA ZIP:98524 CITY:Grapeview STATE:WA ZFP:98546 • PHONE#1:360-328-3274 PHONE:36o-490-7945 CELL: 360-490-7945 PHONE#2: EMAIL:kyle.kennedy@kshomesco.com EMAIL:cimeurs@hotmail.com L&I REG#KSHOMHL813OR EXP.09/19/23 PRIMARY CONTACT: OWNER❑ CONTRACTOR E] OTHER[] NAME Kyle Kennedy EMAIL kyle.kennedy@kshomesco.com Q MAILING ADDRESS 52 E Mossflower Lane CITY or"p`4l* STATE`NA ZIP 98546 PHONE 360-490-7945 CELL 360490-7945 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)1222D5000077 ZONING UGA LEGAL DESCRIPTION(Abbrcviatcd)LAKELAND VILLAGE 1 TR 77 FIRE DISTRICT ca SITE ADDRESS 1 BO E Lake Forest Dr CITY AJlyn DIRECTIONS TO SITE ADDRESS north on HW V 3 from Shelton,take left onto E Lakeshore Dr.Turn left onb Lake Forest Dr.Home n be on right. IS THE PROJECT WITAIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (checkall that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION E] REPAIR❑ OTHER ❑ USE OF STRUCTURE(R&ridenre,Garage,Commercial Bldg,Etc)Residence IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(FAole Bldg❑ YES(Partfsl ofBWg)❑ NO❑ DESCRIBE WORK change location of kitchen,add 2 french doors,bathroom remodel SOU ARE FOOTAGE:(prayased) 1ST FLOOR_qd�? sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft- BASEMENT sq.ft. DECK196 sq.ft. COVERED DECK sq-ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL FIEALTH• SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER 0 1 NEW❑ EXISTING Q PLUMBING IN STRUCTURE? YES E] NO❑ If yes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ NOE] EXISTING SQ.FT. EXISTING BEDROOMS 3 PROPOSED BEDROOMS 0 TOTAL BEDROOMS 3 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.1 declare that I am the owner and I further declare that I am entitled to receive this penult 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 representa0ve,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X Michaet M Mews allay Cawiue L-lllm-s June 3 2022 Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT ().,7 •d PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES PermitNo: PERMIT ASSISTANCE CENTER: •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 40) Phone Belfair. (360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Mike 8 Cami Meurs NAME:KS Homes LLC MAILING ADDRESS:180 E Lake Forest or MAILING ADDRESS:52 E Mossitower Lane CITY:Amyn STATE:wA ZIP:98524 CITY:Grapeview STATE:wA ZIP:98546 1st PHONE:360.3283274 PHONE:360-4s0-7945 CELL: 2nd PHONE: EMAIL :kyle.kennedyQkstwmesca.com EMAIL'cimeurs@hotrnaii.com L&I REG#KSHOMHL813OR EXP. oB /19 /M23 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):1MO5000on Zoning:ucA LEGAL DESCRIPTION(Abbreviated):Lakeland village 1 TR n SITE ADDRESS:180 E Lake Forest or CITY:alyn DIRECTIONS TO SITE ADDRESS: Going North on HWY 3, take left onto E Lakeshore Dr. Turn left onto Lake Forest Dr. Home on right. TYPE OF JOB: NEW=ADD=ALT=REPAIR=OTHER=USE OF BUILDING residential LOCATION OF FIXTURES/UNITS—1 sT FLOOR=rD FLOOR=BASEMENT=GARAGE=OTHER= PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric [.,PCC [Natural Gas=]Ductlessc= Toilets 1 Type of Unit No.of Units Fees Bathroom Sink 1 Furnace Bath Tubs Heat Pump Showers 1 Spot Vent Fan 1 Water Heater Propane Tank Clothes Washer IG tr't utlets Kitchen Sinks 1 oo Gas/Pellet Stove Dishwasher 1 en Exhaust Hood 1 Hose bibs Dryer Vent Other Pot Finer 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 permittapplication becomes null 8r void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Michaet M Merr J ald Cawia'e L Megl-J 6-6-2022 Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 1 BN 1 JUN 15 2022 615 W. Alder Street . g -40 I 5 rD ' 10' �S �lG� 2022 -010 41 All W6e-LWG4i-itn A"VDVe-Cj 4:c-o+jqnvk-� Printed From Mason County DMS Printed from Mason County DMS Interior Remodel ONLY Add Rear Deck COVER PAGE Interior Remodel ONLY Site Address: 180 E. Lake Forest Dr., Allyn, M. 98524 Parcel # 1220500001-1 2108 ENERGY CODE CREDITS Interior Remodel ONLY-NO Additional Square Footage-V0 Credits Needed New NDndaae and Doors to Meet RequUensMs Belay Any Hao Insulation to Meet Re"eaN:nts Below Wrdous:U-Radar:0.50 5a/Wnts:U-Factor-.w C Ilrp Inwlatlon:R-vdue•R-49,Vaulted C 111na R-36 YVall Insulation:R-Wue•R-21 Floor Irner+Won:R-vawe•R-36 ® VENTILATION CALCULATIONS (NI catculatlans ufll be Net Free Ala) NO New Roof Ives-NO Venting RequFensnt W SQUARE FOOTAGE Prescriptive Whole House Verdilatlon Interior Ramodel 6%54.Ft. Type of System: &wus(Fans Run Add Deck 1%Sq.Ft. _X_CI teem tent(Fan Rum F deodulc 9O CFM Yl ~a House Fan,Max.0.55 Y4.WCFM Integrated Ue Forced Air Furmos PLANS 3 CONSTRUCTION CODES 2016 IRC-INTERNATIONAL RESIDENTIAL CODE 20161BC-INTERNATIONAL BUIDING CODE 2016 UFC-UNIFORM PLUMBING CODE .(a 2016 MCC-V45EC YOSH.STATE ENER6Y CODE J GENERAL NOTES IL 5ee 6ENEF N es rP a br Lon-su—Note-8 5peGFueons,5ralr, z Fwrtlalbn,Fmrlrid end NNrp SGrduk,vana.nen rite-,K. Iu D DE51GN FOR: Date: February 26,2022 DESIGNED BY: Mike and Gami Meurs 5ELeYDE516N, LTD. Scale:1/4•=1-0• 1 SLOPE CRAWL SPACE TO GRN.Mq%MUY SLOPE IB 2HORIZ..I VENT.BETWEEN u[rp�.-TO NAME r�el[eTeA 20t0 NC-INTFMATIONAL Rfi5OfilRIALCDOf FOOTINGSATDIFFERENTEEVATpNS. BILK BEDROOM TDHAVE-LIMIT WINDOWOPEI@ROOF 9.i 90.FT.WRIIAMNMUM N1DR OFAIN.AIOA91LLLFJP9 THIN N'ABOVEFN.FLR SAWNLUMBER DESIGNBBASEDERTHENATOHALDESIGNRI-STEM LATESTEGITIDN.SAWNLUMBERSNG 2010 BC-INEPNIATIONAL BUILDING COOP L FOOTINGETO REST ON CLEAN.FMN UNNSTURBED SUL STEP POCHNGSA RULES.�lF ALL L NEAT COAST LUMBER SPECIFICALLY NOT DN BUREAU OR R B BETTER.ALL WO ODUCTSAANIENT ION ORADWD REDMREDTOMANTANREQUREDOEPTHINE.-FMBH GRADES. (REGLRDNG VIF IB PLA THE 10NAMEO/ORW G 2/ .OF ANY DOOR RULER.TEOR BER NOT 6PECPRESILYNOTED TO BED.P.AN AP RARRER IN PERIMNEIVTCOMING WRH iNe UPC-uHIFORM PLUNGING-.E OFTURCLESHOVIER LMNE)MEFAST SAFEIY'OLAJG AUOLA211GWIMNNN, AOeS CONCRETE ORC SU AU.BE PRE88URERSHA UNUBEME U AC RpVEDBARgER SNONIDD.TIF FRMNO OF NB HAVE B.ER FLOOR BOIN.Of),STAIR UWGING OR OREATERTNANF90UARE FEET ACCESSORE VSTRUCTURAL FASTENERSS TYPEMUFALON-B DRAWIGS.I-0T-RI-1 NYIOR tO10IFOC-weft wAeH.STATE ENEROV CODE CONCRETE STRENGTH ME TO HAVE 9TETYGLANNG SHALL8 SIMPSONH EQUAL)RECOM ESINE MO MEMBER. A ONRE DRAWINGS HN OU-OT BROWN C ],000 PN AT?9 DAYS FOR ALL OTHER OEBIGN BARED OH 2,5OO PIN), PRESSURE RALSURETR TREATED LUMBER OF UMBER SHEUL BE 51 DED FOR MEMBER.AE HMGER9AND NNLBI ALL SHECT WITH u yy7] ]OOOPSI SLU RAYS FOR ALL OTHER C0NpIrNW. ON THE T6AILIALEGLAEEGLASS E LASS T HAVE AIMUNI CEAR SPAN GIAD PE IN TREATEDLUMBERSHALL BE BIMPSON Z-MAX HANGERS OR STAINLESS STEEL.ALLSHFAR WNL a MAYNUM 9Ll1MP/' FRAME NSIM TL HE.E%1AUCUG1 THA1NNVMOMUMCIEMSPMOF26 N.MD SHEATHWONNX NARLL SE CO.NLS R N BE PER HE TABLE 2S.RI COMMON NNLS.ORHOTpWPEO 1jL USEASTMA 5 GRADE W DEFORMED REINFORCING BARS UNLESS NOTED FRIAEI9 TO BE TTACXED TOA2ACURB WITNAMNMUM OF/W.PSCMF ROOF PLM'E. GPLVANIIFID SOX NAIL&FFAMING NAILS SNN.I.BE PER IBC TgBIf 230lR.l OR ARC TALE fl003.3(1). OFMae.i AKHi<. OTHERIM ILL TUOMDSHOWERENCL09URESAREPDBEGL DWRHSAFETYGL . PLVWOODPANELSSHNLCONFORM TO THE REQUIREMENTS OF-U.S PRODUCT STANDARD PSI FOR CONSRUCTgN AND INDUSTflNI PLTNOI]D'p(PPAPRR100 PERFORFMNCE ST-NOMDB.UW.EBB NOTED, "Q BEFORET��L�SHSTANM.VERIFY THAT NOT CONDITIONS MECON DSHALL BE CONSTRUCTED CONCRETE R APPRNANLHORAL.E BESMPSONWEDGE-ALLBTUDANCHOR3' SONCOERN%3 MFDpN3 ARE TO SE DOUBLE OLAZEDANDNLEXTERIOR DOOR9IFE T0eE PANELSSHALL BE MARAIEO6XFiiNIrvO.EMBURE t,OFTNETWCKNESSMOBF.W MNAT-WNONTHE t�� THIFSAEQUAINTYASSI.WONT NOT9ATIRDEuv DETNLEISHALLBELBETIOUCIN ORErvdNEEQlA.. VEOEWAL.EPOMYTOBE 6IMPBON•SET'ADHESNEOR BOl10 AND LOCKNG THEICES ONMG OOSAIND INOINEWIITIN 107.NALLE1tiE OF DRAWNCS-PLYEOO D9ANLAGES.INLLBE INCONFORMMCEMRMARECOMMENDATNN9.ALOWIMI' �. THE9MEQUALDV PS SMIWiYXJRN THATNDETNLED.ALL WORN SNALLBE OONEW APPRWEO EQUAL. ODORS.AND LOCKING DENIES ONNL DOORSANOWINDUN$WITHIN IO FT.(VERTFIL)OF SIWCLNGATPANELS FNOS ANO EOpE6.UNLESS OTHERWISE RECOMMENOEO BV THE PNJELMMUFACTWIER, YY ACCARDANCEWRHWnRNAMNALBULDINGCADESMD LOCALCOCE9. INFILTRATION,ALL OPENINGS N THE EAT.BLDG,ENVELOPE SHALL BE SEALED GRADE PROVIDE PEEPHOLE-IR IN ABOVE FIN.FLOOR ON EXTERIOR ENTRY DOORS. ALLROOFBHEATHNOM06U&FLOORING3IMINSTALLEDWIrHMCEGRAN PERPENDICULMT0SUPPORTS. WRITTEN DMENSKNS AND SPECIFIC NOTES SHALL TINGE PRECEDENCE OVER SCALED AGAINST AIR INFILTRATOH,RE FOLLOYNG AREAS MUST BE SEALED. PROWDEON BMOK TECT lNEACHROOMMDONENFALHCORRYDRACCE44NG IXCEPTASINUGTEOOH IHEDRAWNGS.ROOF SHEATHING SRALL ERIHER LE OLOLNED.TONGIR:JNQGROOVE. DMEN$GNSNOOENERALNOTEE,XENGNEEIUDESIONERSHNLBECONSULTEDFOR BEDROOMS.CONNECTSMONEDETELTORSTOHOVSEPOWERMD MER.C,ONNECTIIMOYE OR HAyEDGESSUPPOREDBY 0. IPS SHEAR-SEATNNG3 KILLOCKED'PATH]%FRMN LL GATA CLARIFICATION F SIR£CONDITIONS ENCOUNTERED ENCOUNTERED THAT ME DIFFERENT MAN SHOWN,IF 'JOINTS MOUND WN DOW ANO DOOR FRAMES DETECTCRETOHOUBE-F-CINTERCONNECTSOMATWIIENANYO 18I.F-, FWNELE E.HNLNO NOT SPECFCNLY 0FNNFlFD ON THE UuwIN06 TO CONCORY KITH ID131RC TABLES. DISCREPANCIES- NDN MM TE3.MEPLSNOOft NA OUE9TIOM APIR.OVER THE 'JOINTS BETWEEN WALL CAVITYANO WNDOMID0.FADE THEVNLWILLSOUNO.PROVIDE BATTERY BACKUPFORALLUNITS. NTENTOFTHEPANSORNOTIS COMIIACTORSHALLVERBYANDBRESPONSIBLEFORALL 'JOINT BBETWEENWALLANOFOUNDATION OLUECWIINATEO MEMBER68HALLBE FABRK:ATEDINCO11ORMANCE4NT4LL&PRODUCT 6I.WOMOP380, DIMENSIONS(INCLUDING ROUGH OPENINGS), 'JOFHTS 9ETWEENWALLANONOOF PROVIDE COMBUSTION AIR VENTSIAURCREEN AND BACK 0AAPM)FOR GAS FIRE-CE STRUCiUMLCUEDLMINATEDTIMBER'MDMERLANNSTITUTEOF TIMBERCONSTIB-ON,ATC 117.EACH JUNTSM-EM-LPMELS MDANYOTHERAPPUMCESIMTHMOPEHFW.IE. MEMBERSNALLBEMMNTCORMA{W IOENRFICATKNMARKANDBEACCOM EDBYACERTFIU+TEOF 'UTITTY PENETRATIONS TH-GH EXTERIOR VYAJ.W CONFORMANCE.ONE CW OF END SPACER SHALL BE MPUED MMEDNTELYAFTER TPoMMNG N ERHER$WCP OR RNAMMEADOIT-NCTEBGALLE000TO1N0TNERIMEET& BATHROIXA9ANDUIUTYROOMSARETOBEVENTEDTOMEOUT9YEINIHAFM. F-D.GLULAM HANGERS HOT 3HOYM SHALL BE 31MP30N ED.MAM8$HALL BE v1SUNLY GMDED'MESTERN J.D SPECIES INDUSTRIAL GRADE,AND OF THE STRENGTH INOICATEO BELOW: LV eC mg nLlnP � <v a RANGE HOODS ME ALSO TO BE VENTED TO THE OUTSIDE C.- ,--HEAT UOSS CN4VLATIONS SMALL CON-WTH TILE REQUIREMENTS GF REGIONAL AND Pe DE DOUR ELECRILNRECETRALLESINBATHR ,NTCH 5N DGARAGE33HALLBEG.F.LOR pFEP! SYMBOL 9EECIFS LASE Li LOCAL CODES. BE CALCULATION&PORCHES DEC..FOUNGTKN.FIREPLACE PROVBEDOUBLEJOBTS UAERALI WALLS RIXANNO PARALLEL TO JOISTS. G.FI.L.PER NATIONAL ELECTRICAL.CODE REQUIREMENTS. 11F-VI OFBF (BMPLE SPAN) ENC109URE9,-ND[NRAGE MEAD NOT NCLUOEOMLMNG AREA ALL EQNUSTFMSTD SE ALL 21F-VB DFBF (COM.ORLMTILEVER7 VEN EGTLY TO ME EXTERIOR.ALL PENETRATIONS OF RE BUILOINO ENVELOPE SHAu PROVDE POSITIVE VEMLATIDNAT FA END OF EA RAFTER SPACE AT VAULTED I—EALLACCESB OOORR NATCHESAUNWL SPACES MOATTGB TOME Q BE BPALED WMH CAULK OR F0VA CEIUNCAREAS EOUNALENT RATING CIF THE WALL,ROOK M CEIUNO THROUGH NHICX THEY PENETRATE. PREMANUFACTJRED WOODJOBrS'.PIENI-FACTUHED WODO JOBTE SHALL SEK RE SINE AND-.-H PRO-FIRE BLOUIMO.DRAFT 6TGP9MDFRE STOPS AS PER l8L.9EG. UMO ON PLANS ON THE DRAVRNGS,MAILFACTURED BY RE TRUS JOIST COMPANY OR AN ENGINEER APPROVED EQUAL.PROVIDE ATTIC -..a- RRM 12 -..a- BRIDGING IN CONFORMANCE MOTH THE MANUFACTURERS RECOMMENDATION&J019TSAND BIDGNO SHALL BE .� VJN1.3 R41 CAPABLE OF RESISTING THE WPIJ UPLIFT NOTED GIN THE DRAMN4S THE JCIBT MANUFACTURER SHALL VISIT J03 W ceu NnTc< r<Tnw RlpypE POSITIVE CONECTgNB AT EACH EI0 OF ALL POETS AIO COLUMNS TO R0OR8 R�10 SITE AS REOUIRED AND VERIFY THE PROPER INBTNLATON OF JOISTS IN YRRTING TO RE ARCHITECT,ENGNEER. N nENERAL LONRAC ORBWYL FULLY COMRV WRH TMf 201BBL AND ALLIDORIDNAL RESIST LATERAL DBPIACEYENT PHEMMUFACNRED WOOD JOINT ALTERNATES HILL BE CONSIDERM.PROVIDED ME ALTERNATE IS COMPATIBLE XEG STATE ANDLOCII CODE REQUIREMENTS. PROVIDE CRAWIMACE VISITING TD NEET THE RE0UREMENI9 OF THE 2010 WTIH RELOAD CAPACITY STIFFNESS,DIMENSIONAL.AND FIRE RATING REOGREMENTS OF THE PROJECT,ANDS EDITIONDFTHEI.0.C. ICC APPROVED. THE CONTRACTOR SHALLPSBUME FULL RESPONSINl1TVF0RMYWORI(IG1DN31GLV LU fERFCRMTRARY TO SUCH LAW&OROINANCE OR REG S. ULATIONS.THE UMBER EO CON : C TRM SHALLALSOPERFORMC00RDNNTXNWhHA1 ESJN08TATE fTNM1WAVB SW,LLHNEAMN.CLAM WOTI OF]f-.1MNDRNLSIAN-OACHA APOSIS.BENT-ILS.HFAOFAS.JOL4TS,MDRATER3TO BE DFJ'f SERVICE MROftMEB. A1AX.GF 312'IHTO TIME REQURED WOR B.EXPO$EDARCH BEM9 TO SE DF-It OR BETTER 1MRTEN ONENSIONS ON THESE DRAWINGS SHALL HAVE RRECEGENCE OVER BCAED REACE SHALL HAVE AMN.YMM OF tY.STAR TgEApBMWT BE UNIFORM AND CAN - C.SILLS.PLATESBLOCIGNO.ANDBRIDGINOTOBEDF- oMFNSI0IS.THEGENERALC0NTRACTORSNALLVERFYANCBRESPOrvSBLEFORALL HOT yARY FROM ELM Y LARGEST TO ME SMALLEST BYIXRE THAN 3A'. HMIINcumcA IPseler iARl OMENSMS(INCLUDING ROLNH OPENINGS)AND CONOTIIONS ON THE JQfi AND MUST TI NaMIFv AIrc3 PEe ecv pr rAe� 0,ALLBTRIDR TOM DFI]OR SETTER -` NOTfY THp OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS, STNRwAV3 SHALL HAVE MN.SB OF HEADROOM AT THE MOM OF THE STAR.STAIR JOIST TO SILL OR GIF- TOENAIL(3W -ZGLs RIDERS HAVE A MAXIMUM IEIGITT OF T]H', SRIDGIHG TO JUST TOE NA LEA,END IYHSb E,RYWOODSHEATSN0SHAJLMASFOLLOWS THE GENERAL CONTRACTOR B RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION a ROOF SHEATHING SHALL SE 12'COX INT-APAMTED]2J10. PLGMING.MMCAND ELELTRICALSYSTEM3.THE GENERALCONTF-SHALL NOTIFY SOLE RATE TO JUST OR SLAG FACE WAL IN@10.00 THIS OFFICE WITH ANY RAN CHANGES REQUIRED FOR DESIGN AND FUNCIICN OF ENCL08ED UBIBLESINCE UNDER NTE0.pR STAIRS SIIALLBE PROTECTED IXA THE STAID TO ROLE PLATE TOE NA.OW,END NAL 2)1N WNLSHFATHIN09H-1L BELT NJi.IPA RATED 9tHB OR iM B'088. p N RUNMNa,HMAC<ND ELECTRICAL SYSTEMS, ENCLOSED FACE WITH MS TYPEx GYPSUM WNL BOARD. TOPPiATETOSTUD END VIAL G2- FLOOR SHEATHING BFIAL.L BE lI-TIOINT-APA ANTED ORS, _ STNRWMVSSHNLHAVEATLEABTONEHANDRALLOGTFDb'ABC+ETHENOSINGOF DDUSLE9N08 FACE NNLIM@N-OC F.'1'JOISTS SHALL BE MMUFACNRED BY TRUS JOIST OR @�I HB OFFICE SHALL NOT BE RE810NSIBLE FOR CONSTRUCTION UEM9 MO METHODS. RFADSMDLMONG3.THE HANG GITF PORTION aF HWOPAIS BMNL NOT BE LE93 ENONEERAPRROVED EQUAL L ACTSOR0.RNMGNSOFTHECONTRACTORORSUSCONTRACTOR,ORFALUREOFMYOF DOUBLETOP PLATES FACENALIN@tYQU THANI. ORORETF-2'IN CR039SECTIJNAL OIMENSION. CONTNUOUSHEADE.-GRECEB N@IYOCALONGEAEDGE 0 DEFECT O DUTWORKWACCORDANCEWTM THE CONSRUCTpN DOCUMENTS.AND BUILT-UPHEADER,t RECES G.ALL INC001N CONTACT WITH CONCRETE$1lNL OE PRESSURE TREATED. DEFECT OBCOVEREOIN MECONSTRUCTgN OOCUMEMB SMALL SE BROUDNTTOME HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF THE BTARO.THE ENDS OF W/t?SPACER 0I@IYOCALONO EA EOCE ATTENTIONS TIME OFFICE BYWRITTENNFICETOCE CORRECT ME DEIECTITH WORK HANDRNI-8 LRETUIITOWNLURTERM6NTENT0ANEWELP ORSAFETY TOP P TES,IAPEANINTERSECTIONS FACE HAIL(2)-1N Q� BURD�NN OFE COST MOLMHILVFROM OFFICE DEFECT UPON TTNEECONTRACT 6p{L PLAOE IIIE ,JWf STMRWAYS INWNGLESST-RIERS DO NOT REQUIREAHAND RAIL. CEIGINUOUS SADER70TOR-ATE TOE TOE HAIL(]I03 ROCIF CRTERM.201E RC ANO BC ANDIIPC CEILING USHEADFRTOSTUD FACE NA(/}N HOOF. 30 PBF BAIRN LGAOIunbY nabd oelN'YiPmSbu6MN EIpinNlnry celah6on» N'NHIEIGNT GIIMORAILS SNNLOEPRORETHEO-LENT UE DEI. CSIUNG TO-OPS OVERMRRTO. PACE HAIL(]}IW '8 PIR TOP ON!CH R CERING JGISISTO PARALLEL METERS CE VIAL(]}IQf T PSF BOTTOM CHORD DLJAMM1NnN SbrgPirun bednO Pcr EnNinawl BALCONE3,STARWAYBANDLANONGS WHERE THE PDJACENT SURFACE I6 GREATER I--ERBF-TOEAC T0E NAIL a '10 P3F NET MANIC URPT. TIIAlI]/'BELOW. I'BRACETOEACH$TDDAND PATE PAGE VIAL(2)dE rw W �A_N1 FLOUR:10 PBF ILL �IRLT-IW CORNER STUDS 100@2/•OC FLOORI PSF LL. [I '60 PSF BOTTOM RO OL. RNUNp ANO DUMORALBALU9TER 9PACNG SHALL BE Np DRFA.TERTHAN/'. PLANKS (2H1N@EA.SRO. •OPSF TOPCHORD.. SCIPSF BOTTOLICHORD DL. THERDAIL OPENINGSFORMEDBYTER SPHE RG4AND BbiiUM OF 'S P9f BOTTOM CNpRD OL. MO '2U00 P8F BFAPoNO PER SOILS RFP'ORET.TO BEATIREOF E%CAVATgN �12ATHI lO-LE-ESDWALL EDGERN@$'OC FROST OEPM�. ] GUARDRAIL SHLLLHOTALLOW AB'DMYETER SPHERE TO PASS TNRWGX. HEAMINGALL EDGES BLOCNFD WI INTERMEDNTEN@1Y OC BEJSMC ZONE.D2,UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER 1%MATEgN -1-OORSHFARINGB-111.12S.SIEATHNOISREONREOF0 YL0 TUg L(DMG) WINp.110 MPH{90 wN]SEC GUSTL F%P(BLWE& EXIF100R SRRN STAp3TO BE FMRCATEDAI0 NSTALLEp PEN RE INFO. LI'PLnVOOD SUIROOR EDGES.G IT FORCES. INSTRUCTIONS. INTERMEDIATE N @".00 i SSTRUCTUM$=BE ADEQUATELY BRACED FOR INMD LOA09 UNTIL THE ROOF, 2a MlLTPEE JUST9.3TAIXRIA@tY ac TRUSSES SPACED AT N•O.C, FLOOR AND WALLS WIFE BEEN IERMANE ITLY FRAMED TOOEMER AND SHEATHED. WA2)@ EA END OR SPICE iRUBS ORAW W I I6 FGRRLUSTRATBN UaX ALL TRUSSES BHALLBEINSTALLED I BRACED TO INSTALL PQHSOCYANURATE FOAM TYPE INSIXATION AT FLOOR AND RATE UNES, ALL EXPOSED INSULATION B TO HAVE AFLAME SPREAD RATING-LESS THEN 25ANDA I])CRFEWER 'N VIALS MANUFACTURERS ORAWNGS IBPECIFI('AIIONI& OPENN4RN PLATES,CORNER STUN GVOIFSANp ARQUND OOORAND WINDOW ROUGH SMOKE DENSITY RATING OF MAN AN A50. III OR MORE ?CIR M.B.WI STANDARD NUT AND WASHERS ALL PLATES ARE IA X I UMD OPENNO GVNEfi. NBTALL OEREC MEETS IMSO LIFE AU LW T0TAL LOAD. WATERPROOFOYPBUMBOMDATALLYMTERBRMHMFABTOMSgMINTP FRONDE INRULAgON BAFFLER AT EAVE VENTS BETWEEN RAFTERS. TpN ABOVE SHOWER DRAWS, SPECIFIC MANUFACTURER AND MODEL AMBERS SHOWN-THE RAMS ME FASTEN RATED SHEATHING TO ONE FACE OF THIS ERNE 33 N6ULATE WASTE VNEB FOR BOUND CONTROL INDICATIONS OF QUALITY ON LY.THE OWMEHBU[DER SHALL NOT SE PROHIBITED FROM _ _ ALL TRUSSES IAILL NOT BE FIELD ALTERED`AM011T PRIOR BUILGING DEPT.MPROVAL DP ENGNFFANG SBA SURSTTUTNG MATERNL9ANDNRMPLMNCE9OF EOUN OVALRYSTRENGTHB FRUA GLC NON-6PECF1En M.WUFACTURER6. emlu•n ou c.ueuc sari lYvTFn aAacnwcn ULATpH9. EJGIAUBT ALL VENTS AND FM901REGTLY TD OUTBpE WAMETALQUGTA PROVIDE BDCRI D.P. BRAQ[D WALL INEL (MNIiMSTO PROVIDE SAW CHANGES PER IaIRMBATHS CONTAINING TUB MID/OR THE RIBNLOER SHALL NOT BE SL STNOTNG MATERIALS PHOVIOEO THEYMEET COO O,LENOTMMTN6'OEL VS-FIELD, ALL TRUSSES 9FNLL HAVE DESIGN DETNBIORAMNGB ON SITE FOR FRAMING Irv9PEClION. SHOVER AND N LAUNDRY ROOMS. CIJRRENTBLDG.CADS.MDMEMPtOVFDFO"TSP CIFICUSEBVTHEBU(DING COMMOH30'ek AT ALL PANEL E0GE5.1ff do FlEL4 _ OFRLWL ALL FLOOR PUSSES SHALL CARRY NAVUACTURERS STRAP. ALL RECESSED LIGHTS N INSULATED CEILINGS TO ILA THE LG WEL I.&F,INTERIOR BRKEOYMLL PAMCL 12'GYP.BD PER R-10.]16):12 GIMB EACH SIDE wl EB X 11l/ RTOV SMOBLIX NGUNDERNLBEMNG SPERPE EULMTOJOISTSMO NLCOMSUSRON APPLVWCFSWLLRAVENIED DRECTLYTOTHE EXIEFRIR.FURNACE TYPE IT W9GREY3-.ASTM.I-G-6- BB@ OTHER BEARING POINTS HOT OTNERVARE PR0VNED WITH SUPPORT RREBOX MO TM-WATER HEATER BINLL HAVE 0VI81DE COMBUSTION AN SUPPORTS LYYBEBSBEDIEB: Po0[ -PLY PURSUANT TO REGIONAL AND LOCAL CODES. I.PO8T8,BEAMBHEADERB.JUBT&MOIBETH RAFTERS TO BE OFNT. ABA. DTHM OBSO MNLLRANEL 2.IXPOSEDARCHBEAMfi TOED BRIMIN TO v ATTK:.VENTI VENSMALL BE ROTE TODFROM OTPER150AINANTDF ATRL I-0 TAUIDTHNITHY OSB RELL&(2) DNCOMMONS A ALLSRATE3 BE DFIC OMOBRRGING TO BE DF�F1 SPACE.VENULAiYN SHALL BE PROTECTED FROM IAL RAWANTED7OPR L A:ATALL IAICINTB&I t MIN. EECPANEL /.ALL STUDSt ENMINGZURBETTES CROSEe MTHTION. ED WIFE SCREEN.OPENNOSSWLL BE LOC TEDTOPROVIDE L0CATEO AT IRA PUNT9I1800N NIN.HOLDDOWN EACH FIFO SP-1S.SHEATHNG SHALE BENS FOLLOWS CROSS VENTILATION. TRPJW22OR ST010) 'ROOF BHEATWHG IHNL BE I''0.vWO0D RA OR&G209B. EnUUSTALL VEMSMD FANS DIRECTLY TOOLR3IOE VMMETAL QUILTS,80LR1TG 'WOORSHETHINGSHALLSEI7'IN-INIAP OXIDRSS. O6S. 'POOR BREATHING BNMLLBE]N'TIG WT-qPA R-TED ORB. -I W BATH&t00C TD I(ITCHFNI8OR INECL FORM. WHOLE HOUSEFM.UNLESS NOTED OTHEgMBEO 014FLOOR PLAN OR weEC FORM. To Ne bep NkUI HRHI-,I DI,,d Plero.a bsul fP cornpAuUl aATlfe sIWa GARAGES BXALL BE VENTED WTM N SQUARE INCHES LOCLTED 6-ABOVETIE BOOR buS3MaepMMlbnl Atl By Clslpe llledem Blern 0111r PTBb.e Node WILG daMBN1 DIPS aNI abuIL kANIIN. Bd IFH4,1.1D T1x cwAeWrPIId1 _ SURFACE. veHlya Almen I;b RNMk,-QUINT.BWBHDeel2n,LTD Mm11�1l fa ertOn. j� UN DER FLOOR$RACES BMILL HAVE VEM[ATIOM EQUAL.TO GNE e0.FOOT PE1 150 S0. HIHIL°F+F^J eRalls bn dl*h B'°P°PWLIb^PFNM OMIT h+RVPM niW°W.IM 47S1L COJERED MATH QNVMOEO WFE SCFEET OF FLOOR SPACE.�SHA.LREEN.BE CAST ALL BE LOCATED TO PRO T,E dimenabnc d1-dd b plabCorobOctlon.Id be edeyAr 4,IeSIBMreM. _VENTILATION. DESIGN FOR: y�,i� Date: Fay�,Zp� DESIGNED BY: Mike and Gami Meurs sue: b 5ELBYDE516N, LTD. 2 NEW DECK 4 8 70' I -IS____________________may, / �..._____ I I ` MASTER BATH {. II I \` _ 6 T w x e-7' KITCHEN DININ6 I IrJC.MASTER BEDROOM II - IVITC.1%. 1 MASTS EDROOM II I2.rxA-{' I u•w\x n•-r •I� 9 I e N_Open 0bnll7u1kF � � __T__ {• I I � i pp CL09E II II II IIII DINING 1NT LIVIN -I' TdX4'd• ,4-Tx4•- a 1{' trs I1 rr1. ti !1! 1III JZ� of • I W II KTCEN _ _t--_w_ro r_,- HALL 17SX04• _x•c n�"—w•R wow—Fl"Mw�Y I 1 h WC / ra tYX75 h \ ` LAUNDRY `� ILAUNDRYJ3I I b i BEDROOM 2 �� BEDROOM 9 EN� 3 -0 fS EX.BEDROOM EX BEDROOM 3 / x..v4,oa aunany 11'd"X10•-0' 10'd•x/a-0• I 11'd•X 1a0 ia$x10'-0' / MFI"u / -- OFFICE --\� 1F-rXITd• _—— f I __�__ ...• ,2-rx17-0•I r- � PORCH 1r I I I r---•----� I roRCH I I I •-W40'_X5 I I I I 1T LIVING AREA L �I" bbaq be"fo.W�N-No ch�gw GAl>4+1GE 1 fi 146150 IT GAty�vE A 1i51 WR�FT LLI ------ I I I I f-- I I I I I I I I I I I 1r ,T I I I ----- -------- L ___------ -------__JJ rxuatr.:WCo 6PaA.1000r1, ❑8� 0IQJlainnwcrHmua,av'" 1T REMODEL FLOOR PLAN `"'"" P a 1,nar DrYOR 5GOPE OFWORK- C /NTERIOR REMODEL 640 5Q-FT NEW DECK 14A 512 FT 1. Remodel Interior Only,No Additional Square Footage E A5 BUILT FLOOR PLAN 2. Remove Exterior Wood Walls for Fireplace 3. Remove Interior Wells between Behueen Office/Den and Kitchen&Entry V 4. Relocate Kitchen to Back Wall as Shaul 5. Install New"O•Clearance Fireplace to New Living Room 5dedor Well as Shaun,Install per Manufacturer Speclficetlons and Current Code b. Remodel Master Bath and Closet as Shown 7. Replace Master Bedroom uAndow w/New Door,Replace Hall Door to 3'ILA Double Door b. New ldor Door In Dining Room q.Add Deck to Rear at New Doors as Shown 10.Add Window to Slde Well as Shaun 11.Contractor to Verify All Dimensions and Conditions prior to Start oI Construction 12. Engineer to SpecHy Any New Headers DESIGN FOR: Date: Febtuaty Zb,2042 DESIGNED BY: Mike and Gami Meur'S SFLBYDE5/GN, LTD. 3 Scale:1l4"=1'0' ®Dori ®®D® ®Dori 00001 LEFT SIDE ELEVATION FRONT ELEVAT/ON "i-77 I fiz W - dew Jcck peF Plsr A New'wrrler NelaeRepYfigiVdrri'lWnu �- c� ewrrrdxreW NeruYWNace.tl Daon per Fbx Plan 6Yl RIGHT 5/DE ELEVAT/ON REAR ELEVAr�- - T/ON � He Gherpee W F Latirp Hoof,Floor or Weil Fnmirp m DELK FRAMING `3 IE"SI.x/6'Crn Px6W^x^P+a^c9d6 Pouf Sere ��\I 2riD P.T LMprW 5hn{am DTTIZ-Es Ir ErNdFxh Wyer Place �u(P,T.PnErW Simpron PLIZ Poef b Bsn Lerxr(1ar 4r10 PT.beineW2r10 P.T bbb A td'a.c. Hsu Smeller WIMeu lla[eJ Leff Dec Rip OR Equal �r RdMg b Cgalr v 1 r _ — ----���-----��� Mau KXNenlaMbn Neur Flrepleca LocMn ______________________________� I II_______________ II 0 M II II I I Ea,np Fo„naaion No u,enyar I I II II II I � O II I � � I I 2 .� I I I I DECK FRAMING PLAN CROSS SECTION-LIVING ROOM EXTERIOR PALL 4 DES16N FOR: Dde: Fdx my 26,2M DESIGNED BY: Mike and Gam! Meurs 5 :114.�V Cr SFLerDESIGN, LTD. 4