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Home My WebLink AboutPlan, Tentative APPLICANT 6/10/2020OWNER TWENTY, LLC ADDRESS 925/929 ANDERSON LANE, SPRINGFIELD, OR 97477 ZONING WWMH = LDR —LOW DENSITY RESIDENTIAL RIM 437.77FL = 431,29 ACERAGE 15,480 SQUARE FEET I STM MH RIM = 437.61 . I FL = 433.02 UTIUTY POLE W/ SF SUB 94083 _ CURB INLET WWMH RIM = 437.51 FL = 431.03 ( 36 I PAVE I STM MH RIM = 437.55 FL = 432.87 18' z 0 Cn Q ro WATER VALVE N 30.0' CATCH BASIN FL O CURB = 436.90 V) ro LOT 13 STOP SIGN BARP w m D/W 4 DROP D/W W �rUT 0 20.6' PLANTER 438 — Ui TL 103 EXISTING DUPLEX N 89'18'10" W 83.80' PARCEL 1 6000 SQ. Fr. EXISTING DUPLEX "TO REMAIN" METERS D GAS METER D/w DROP a� / I WWMH I I LITE RIM = 437.58 LOT 1 ST FL = 429.92 DOTIE DRIVE 10" PVC WASTEWATER MAIN BOARD FENCE BOARD FENCE N 89018'10" W 150.00' i LOT 12 8' WW 439 ZZI LOT 11 SITE ASSESSMENT OF EXISTING CONDITIONS TWENTY, LLC NE 1/4, SECTION 33 T. 17 S., R. 3 W., W.M. a3 ASSESSOR'S MAP 17-03-33-11, TAX LOT 102 WWMH SPRINGFIELD, LANE COUNTY, OREGON o > RIM 4439.1.265 JUNE 8, 2020 o N � o d SIM MH \ ..... ...... - - RIM = 439.23 ........ FL = 435.49 N S 89°18'10" E 166.20' GAS? ELEC TRNSFORMER EXISTING WW STUBO/WATER Ur & / f j / cas srueour v� N Lu a 0 h a 0 V1 LOT 4 Linden Ave �eglo <oop W N St Centennial WMS Elementary WLSt Cottonwood Ave School 0 o Menlo Park W Cer�e�\da J il P oSITEJams C Y Island St Hs >, o o N U A C r m !Z VICINITY MAP NOT TO SCALE GENERAL NOTES ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #356 - ELEVATION 436.22 (NAVD'88) - BC IN TOP OF CURB LOCATED AT THE NW CORNER OF ANDERSON ALNE AND IST CUL-DE-SAC SOUTH FROM KELLOGG ROAD. UNDERGROUND UTILITIES ARE DERIVED FROM PHYSICAL FIELD OBSERVATIONS, UTILITY LOCATES AND AS -CONSTRUCT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE UNDERGROUND UTILITIES AT THE TIME OF CONSTRUCTION. PAGE INDEX PAGE S 1.1 = EXISTING CONDITIONS PAGE S 1.2 = TENTATIVE PLAN (PARCEL HOUSE SITE LAYOUT) PAGE C 1.0 = TENTATIVE UTILITY PLAN N REGISTERED PROFESSIONAL LAND SU EYO LOT 3 JUNE 30. 1997 LOT 2 SCALE 1" = 10' LLOYD L. TOLBERT 0 5 10 20 2813 EXPIRES: JUNE 30, 2022 OWNER TWENTY, LLC ADDRESS 925/929 ANDERSON LANE, SPRINGFIELD, OR 97477 ZONING WWMH = LDR —LOW DENSITY RESIDENTIAL RIM 437.77FL = 431,29 ACERAGE 15,480 SQUARE FEET I STM MH RIM = 437.61 . FL = 433.02 UTILITY POLE W/ ST SUB 94063 _ CURB INLET ST LTTE WATER WWMH RIM = 437.51 FL = 431.03 36' PAVE I STM MH RIM = 437.55 FL = 432.87 60.0', ROW N 30.0' CATCH BASIN FL 0 CURB = 436.90 WWMH RIM FL = m STOP SIGN BAR LOT 13 STORMWATER PLANTER 438 — �� d a e ad o Q a -� d. d.. 'I'11DIW 5' d a° 7.8' A I WATER METERS � m ELFC TRNSFORMER GAN d _ I— —PARCELS 2 & 3 A- a 4 - e e M 'I'11DIW 5' TL 103 EXISTING DUPLEX N 89'18'10" W 83.80' PARCEL 1 6000 SQ. FT. EXISTING DUPLEX "TO REMAIN" DOTIE DRIVE 10" PVC WASTEWATER MAIN BOARD FENCE PROPOSED 20.0' ACCESS/URLRY EASEMENT W/ SHARED ACCESS TO SERVE PARCELS 2 & 3jll� a e METER LOT 1 31.7' BOARD FENCE N 89°18'10" W 150.00' LOT 12 LOT 11 -H2D TENTATIVE PARTITION PLAN 8• WW 439 FOR WWMHTWENTY LLC FL RIM = 432.26 439.15 I = N _ NE 1/4, SECTION 33 T. 17 S., R. 3 W., W.M. a srM MH ASSESSOR'S MAP 17-03-33-11, TAX LOT 102 4:! RIM = 439.23 SPRINGFIELD, LANE COUNTY, OREGON RI = 435.49 $ JUNE 8, 2020 N PROPOSED D/W S 89°18'10" El d — 7.8' WATER METERS � F� n EXISTING WW S STUBOUT & � ELFC TRNSFORMER GAN d _ I— —PARCELS 2 & 3 A- a 4 - e DROP M a . d 1 5.0' PUE 4 - n a oononcrn �" " D/W. /„ d 4 a a HYDE A ,q. W M ETTEERRS a O 1% d.a. Our �. 20.6' ELC -? METERS a a a 4 d a D/W C4' A d. d �. CATV DROP 8' 4 A� TL 103 EXISTING DUPLEX N 89'18'10" W 83.80' PARCEL 1 6000 SQ. FT. EXISTING DUPLEX "TO REMAIN" DOTIE DRIVE 10" PVC WASTEWATER MAIN BOARD FENCE PROPOSED 20.0' ACCESS/URLRY EASEMENT W/ SHARED ACCESS TO SERVE PARCELS 2 & 3jll� a e METER LOT 1 31.7' BOARD FENCE N 89°18'10" W 150.00' LOT 12 LOT 11 -H2D TENTATIVE PARTITION PLAN 8• WW 439 FOR WWMHTWENTY LLC FL RIM = 432.26 439.15 I = N _ NE 1/4, SECTION 33 T. 17 S., R. 3 W., W.M. a srM MH ASSESSOR'S MAP 17-03-33-11, TAX LOT 102 4:! RIM = 439.23 SPRINGFIELD, LANE COUNTY, OREGON RI = 435.49 $ JUNE 8, 2020 N PROPOSED D/W S 89°18'10" El 66.20' d — WATER METERS � F� n EXISTING WW S STUBOUT & � ELFC TRNSFORMER PROPOSED CONNECTION FOR _ I— —PARCELS 2 & 3 M 1 5.0' PUE 7.2' I oononcrn �" " 16.0'1 439 / I M v PARCEL 3 1502 SQ. FF. I PROPOSED HOUSE SITE PROPOSED 26.0' X 13.0' PRIVATE UTILITY EASEMENT TO SERVE PARCELS 2 & 3 N 89°18'10" W1 66.20' o mI �I r PARCEL 2 4978 SQ. FT. 29.9' "aZ PROPOSED HOUSE SITE 66.20' LOT 2 10.0' 0 N n FOR WASTEWATER PURPOPES ACROSS PARCEL 3 TO SERVE PARCEL 2 Linden Ave Menlo 4o% W N St Centennial 'NMS Elementary WLSt Cottonwood Ave School lL Menlo Parka �d W Cev%�e��Aa\6 o ff Janx" � Island St C y J {p m L) N � C rL v 9, ISI m N VICINITY MAP NOT TO SCALE GENERAL NOTES ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #356 — ELEVATION 436.22 (NAVD'88) — BC IN TOP OF CURB LOCATED AT THE NW CORNER OF ANDERSON ALNE AND IST N CUL—DE—SAC SOUTH FROM KELLOGG ROAD. THE SUBJECT PROPERTY UES IN ZONE "X", AREA OF MINIMAL FLOOD HAZARD AS DEPICTED ON FIRM 41039C1141F, EFFECTIVE DATE 6/2/99. Lu THE SUBJECT PROPERTY LIES OUTSIDE OF A WELLHEAD PROTECTION ZONE. O LO ACCORDING TO THE NRCS SOIL SURVEY OF LANE COUNTY THE SUBJECT PROPERTY IS COMPRISED d. OF 100% MALABON—URBAN LAND COMPLEX SOILS. 0 THE ROOF DRAINS FROM THE EXISTING RESIDENCE PARCEL 1 WILL BE ROUTED TO ANDERSON LOT 4 LANE. STORM RUNOFF FROM PARCELS 2 & 3 WILL HANDLED ONSITE VIA AN INFILTRATION RAIN GARDEN. PARCEL i HAS AN EXISTING CONNECTION TO THE PUBLIC WASTEWATER LINE LOCATED WITHIN THE ANDERSON LANE RIGHT—OF—WAY. PARCELS 2 & 3 WILL CONNECT TO THE PUBLIC WASTEWATER LINE IN THE DOTTE LANE RIGHT—OF—WAY WHICH IS STUBBED OUT TO PARCEL 3. PARCEL i IS CURRENTLY SERVED VIA THE WATERLINE ON THE EAST SIDE OF ANDERSON LANE. WATER SERVICE IS AVAILABLE TO PARCELS 2 & 3 VIA THE EXISTING WATER LINE LOCATED IN THE DOTIE DRIVE RIGHT—OF—WAY WHICH IS STUBED OUT TO PARCEL 3. PARCEL i IS CURRENTLY SERVED VIA THE OVERHEAD LINE ON THE WEST SIDE OF ANDERSON LANE. ELECTRIC SERVICE IS AVAILABLE TO PARCELS 2 & 3 VIA THE UNDERGROUND FACILITY LOCATED AT THE NORTHEAST CORNER OF PARCEL 3. LTD TRANSIT FACILITIES RUN EAST & WEST ALONG CENTENNIAL BOULEVARD, ROUTE 31. NO PUBLIC IMPROVEMENTS ARE PROPOSED AS A PART OF THIS PARTITION. NO STREET LIGHTS ARE PROPOSED AS A PART OF THIS PARTITION. NO STREET TREES ARE PROPOSED AS A PART OF THIS PARTITION. \�G THE EXISTING FIRE HYDRANT IS LOCATED ADJACENT TO PARCEL 1 ON THE EAST SIDE OF 5e ANDERSON LANE. vy �pv UNDERGROUND UTILITIES ARE DERIVED FROM PHYSICAL FIELD OBSERVATIONS, UTILITY LOCATES AND AS—CONSTRUCT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE UNDERGROUND UTILITIES AT THE TIME OF CONSTRUCTION. N REGISTERED PROFESSIONAL LAND SUfZVEYqR TOLBERT ASSOCIATES, LAND SURVEYING & LAND USE PLANNIP LOT 3 SCALE 1" = 10'aU D. 1997 P.O. BOX 22603 LLOYD L. TOLBERT EUGENE, OREGON 97405 0 5 10 20 EXPIRES: JUJ359-8426UNE 30, 2022 WWW TOLBERTASSOCIATES.COM CADD FILE— 1521 TENT.DWG OWN BY. L S 1.2 THE HANSEN RESIDENCE - B54 (2080) SG, STND. PROJECT DESCRIPTION DRAWINGS INDEX oa N ARPA (iOiALLMNG)=x0x89PLMN0 C9 COV0t5F@Ei U ARPA (MARJ PLCOR)=101Y 9P N NOTIN N pj eO PNCRGV PATH-OReGON ARPA (I1kP0t PLCOR)=1°L09P WWWQ O ARPA (GARAGe)=M09P Al 'I eLEVA'HON9 ARPA(COVPAO (FFTOW BIIILpMG HO°Hi (P.P. iOR1pGe)=M41/Y"(Y MAMPLCOR) Al F pl0N9 RCOP PLAN ® A3 MAMPLCOR PLAN � F �' W 9iORIP5=1 00 00 a AO UPPMPLOORMAN N czI CON9iRI1CIlON=WCOD,WGHT PRAh@ o0 oO m POUNDATIONPLAN 0o A6 MAMPRAIANGPLAN A] A9 UITMPLOORIOISl L.AYOV! UITM IkN �T��1 T C GENERAL NOTES A9 SLCiIONS BUTLDING.HDTTPND CODE INFORMATION "'° BINE DET LH o 1)CONiRACIOR TO FLEW VOHPV ALL EMTING CONINTION9 4)ALL CON9=C'IION WORK sxnW. M TONEM COMMUNM pl peleN.9 p0 L)]OR9C ANp'IHe CON9iRI1C110N pRAWQJG9 PR10R iO COhQr@NCMG WIIHiF@LAreSi PAIiION OPiF@AFPWCABLEBNLpMG px DETAL9 s V 2)170MC-CHAPIO lle GYONDE WORK CONTRACTOR iO NOTIFY ApAIXHOh@91hQr@p1Ai0.V ONDE AM EDBViI TATE—ALLOTM0t TATEAND pS D,,A 9 OP ANYpISCREPANC@S, eRRORS OROM6S10NS. LOCAL REQII@Ph@NiS THAT ATPLV IN N,.: D5 pelAd9 2)OONOT9CA EDIUWMG9 USE DM0 ION99HOWN ITN 5)MATMU & EQll@h@NL 17C, NOT INDICATED ON D6 D,,A 9 'll@COMRACIOR'9 Re9PON00WTY TOCR099CHPCKDETA1L9 DRAWINGS OR SPMFIED MUTN BUT REQNR®POR TI 9UCCe9 FUI, COh@=ON OF TI INSTALLATION SHALL Be p] D]7A s A"p pRIPN9'°"S9H°WN ONiI@A"CI,°reC'1m"L pRA"'MG9 �Lp i°Be RIH.'®^Np S'"'.L Be P"RN'91@p BV "@ SITE DESIGN CRITERIA ReQ )VIiH RPLwreD I11RPhIPNiS ON'IHIsiRI1CNRAL AND COMRACIORPORNOADOIiIONAL COST P1l IWPMAMPLCOR 1019! LAYo1R z O OTF@R DRAWINGS AS APPLICABLe NOi@Y ADAIt HOh@S OP 0x IWPUPPERPLCOR 1019! LAVOIIi � .4NV D6CREPANC@S BEPORECOhQr@NCMG WORK 6)OtRORS OR OMI MD H IN ANY HCI@DNE OR DRAWING DO 909hIC De91GN CATefiORV DI NOT RPL@VeTF@COMRACIORPROM ReSPONS@LRYPOR 9° GPNeRAL 9TRI1CI11RALNOre9 WIND SPM)S V®d/120nhVul[ N) WH0tMN09WnIO�FIC 9TANNNSTRDARD� ARLAPPW®TOA TI@ WORK MreND® IN THE DRAWINGS OR SF FICATIONS. 90l GPNIRALST"NNDJRALNonS O MXPOSNtECAreFiORV B MATOUAL OR h@THODOP CONH'IRVCIION TO BMUM) INTF@ 91 FOUNDATIONPIAN ISWp SOILS BEARMGCAPACITY \YORK ALL SUCH MwiOGAI.H AND hET1IODS ARE TO MAINTAIN SI.1 IIJD PLCORAlCOP PRAhEJG PLAN rTW1 25p RCDP SNOW LOAD Il@STANDARDS OP iF@MDVHTRY. Sl.x RCDP FRAMING PLAN W Sx STRUCNRALDTA szl sTRucNRALDETAIU,IIs _ Wz '^ VI TYPICAL ABBREVIATIONS W 7� U CPN'Imt m CARPMT HVAC HPATMG.VRNTILATION.A SRI mm I� o pMGREEIS) CIR C2NreR CONORIOMNG SYM SYMBOL ORSYhIrIMIRICAL W O " MCH(F) CTSK ONUNT 5MK LTBD LOCATION TO BLDMIOtMIJIp T&B TOPANDBOTTOM LHViJ POOTTMT) DPA DPAICAreA MAX MAXIMUM T&G TONGIIMAND GRCOVE p VJ p NIJ MORPOUND INA DlA mk MM hINR1U7vf nNip MWIO DORTIWPORARV x BY (xx Y) DIM Dlh@ m MTL h@TAL we TIGHT KNOT CFD R AB ANCHORBOLT pN DOWN NTS NOT TO SCALE TO TOP OF NC AIRCONDRIONMG DW DBIDV SI@R OPS OPSCURE TOD TOP OPDMCK CJ Apl Ap1119T(ABLP,J EA EACH ON ON CENTER T09 TOP OP SLAB F APP ABOVEPMRH®PLR EXT EXIERIOROR eXTHJ910N OPP O0 ITE TOW TOPOPWALL ALT ALTERNATE ALIERNATR2 PP P M)171,00R OPT. OPTIONAL TYP TYPICAL UU BD WARD PDN FOUNDATION OSB OR@MEDSTRANDBOARD IRI IINDERMOUNT REVISION HISTORY BLDG BUILDING 0,R FLOOR PL MAM UNO UNI,MSNOMDOTHOtWIHE .Z Fi N DATE DESCRIPTION BLK BLOCK PO PACEOP PPE PoSi PMHJGMPER VOti VERTICAL YO-1 yy z r3 BLKG BLOCKING POC PACEOPCONCREM PT PR•ReVRE=AMD NP WWFYMOeLp [� ES BOTH.. PND PLYWOOD Wl mm pAy [i) POP PACEOPPM6H CL CPNTmA POS PACEOPSTUD QTY QVANTITY ND WOOD ^�© O U O CLG COLING GYP GYPSUM RPQD RBQNRED WH WATMA TM Q W CLO Q ET GYPW GY uIvI BOARp(9HPE'IROCK) RM ROOMW/O WITHOUT CLR CLEARANCE) mw HARDWARE RO ROUGH OPENING A Q Cb , ONWORTMOW Hi MOW RS ROUGHSAWN SN STONEVENPER CONC CONCIere ENGINEERED 1)'1'Iffi PLANE LAiBRALLY ANO VERnCALLYPIMdNF.EIII® x) E3;•l8511® BEQOIXEM64OS ANO DETARS (SEE S' SFff.1O3) SITPER4®E ARG4➢iECf11RAL DETAIL4 POR SAT) 9IDIINIS OR PLAN BALL H,ABLACOTRERSBRBE TTHE EHTRLCTIONSSFTALL BE A VARABLE OIJ THE TOB SITE Ai nEi nb1E OF EJSPEGTION FC FOUNDATION NOTES p MIN WMPRE0.41VE STREeIGTH oe coeDasTs (TABLE Nozx) uxo eEa EaGn.Mm: x) POITNOAiIONi WffH STBbt WALL43HALL HAVBRBNPORCBbBNT PERENGEREt ]) BOTTOM RENPOR(SMBNT SHALL BE PL AC® AMN OP]"ABOVE <) bNCflR.LSAi EXTENOR WALLS, NTERIORBEANNG WALL SOLE TO THE POITNOAiION WITH b Y8'ANCIDR BOLTS ®6'AY'W MN ANCHOR BOLTS Ai BOARD BNCG ARE TO BEA MAX. OP I i' AND NOT LE3SiHAN] WLi DIAMETE44 FROM EACH FNOOP iHB PLATB SBCf1ON ANGHORBOLIS iO HAVEFRN T' EM1BIFDMEM INTO WNCRETE POUNOAiION Oif1Et BJTERIORBEARIM^ WAHSNJi WMJECT® TOPWnNC3 WRHAPPROVFD FASTEJJERS (REE,1 F& RFB PF E 5)WNCRETE PAD FOOnNGS SFNLL FTAVE REIIRORCESIENf PFA PL OA5t 6)A PLATE WASNEIlCONFORMNGTO SECTION RE03.111 SHALLBE O P 0 x H INCH x] EJCf BSS x] EJCf BSS ]) ADNSi P W i1M^ DEPTH AS NEC®.SARY PER PRAT DEPTH REQNREMEOS %)CRAWL SPAGS VENfILATONSHALL BE PROVIDED Ai ARATOOP WRIIIN]'OPBW.DINGWRNERE NSTALL CLASSIVAPOR BARNERl'LSPACEPERMANOPSPECB]CATONSQONIS LAPP®1]'AT. ATSEAbL4 AN0 EXTEfm MPL @' IIP POUNDATON WALLS} FRAMING NOTES DALE EXTERIOR WALL SNDS, FDDSE ANO GABAQy SFNLLBE x) ® STC x) WALLSNDS MEMME RS ( TS,BE MSNJTEOO BEAM OSDF&T ,UEHJRSFRO7ED(POSTS, RA ETC)SHALLBEAMEJ OFDPIL M3,OM.h93 NJi®Oif0tW6E ALLSNDSAi WFIGRE <)WWDATT N CTWITHWNCRETESIY)IILDBE PRFSERVATNEiREAi® (PT) WOOD NACCORDANCE WITH AWPAUTANOM AMOLARCfl. 5)PROVNEMNASNCd.EOTHE.nPLEROF IINDERG TER BFARIM^ PoNTS iOMATCH n♦ENMIBEROPb1ESIBER.4IN TEi M D W R ROLDH OPEIbUFRU SHALL BE A MNIMUM OF ]" FROM THE PA7EOFAD]ACENTWALL4. ])PROVNESOLN HEADERSNOPEIJIM^SNNTERIORBEARNG wALLs S) BEAMSSHAL ORTME ACHE W.AESARETATE RMO PWnNG3/SWPoRi MEb®ERS WUHAPPROPRIATE PASTENERS PASI'ENERSNS .ED NPMATEATN6iREAiED(Pf . SHALLBEHOi-0PPEDZINLCOATEDGALVAN53 TWFfHb@I COAiEJC WE1GITf COMPLYING WffHASlMA15]. ifffiEJCI.UDES NUTSAND OTHIR1.4 PASTENERSOTHERTH FR3A AND.TERNEIS ARE PEPMFIT® i0 BE FB:CHANICALLY DEFDSIi® ZINL-COAs® MN WAi1NC WEGHTS WMPLYINC WffHASIMB9`5, GLASS 55 MN PLA B.TEARENO R&BI EDTOB WWDWRHSB%NOi OR ZEJC BORATE ARE NOi REQITRI®i0 BE GAL VAH6®. 9)SNDH'TA fISUDS-RPNTTE BW.DINC PLATE HEGHf: 93SVRTM,STUDR %PLATE INYS'TALLS.=9PLATE 116 Y8'TALLSNCfl=e PLATE 10) SEEENCAIEEtSPLAN{ ('S' SHfihIS) POR WNW W/WOR HRRER RHEETS S. 10)REE'E SHEETSFORFRAFRM^DETARSAS WELLAS ENGdNEERB S' OR D' SHEETS 11) PRl®LOCgM^ SHALLBEPROVDEDINTEi POLW WINO WGAnoNs (Rmup -NCONCEALEDSPAG}SOFSTW WALLSANOPARnf1ON3 (VERnCA.Y CERANG .NOTRLEVELS AND FDRPANTALLY Ai LATER VALE NOi E%®INC I ) PEST) V ERnCAL AND HORPAMAL SPAGh4 SUCH AS OCCUR Ai SOPPR$DROP®LNGSBET WVECARS -NCNT)BOTTO OFTHBETWEEJSTARt SIWlDd�P3 Ai i1N TOP AND BOTTOM OF il@ RUIN -Ai OPEJEJG3 AROUND VINIS,PPh4, DUCTS, CABLES ANO MATERIAL TO RESIST n3E FREE PAMME OP FLAME AND ..OF.BTU . -Ai CH6PRY .PIXEPL . FLOOR JOIST NOTES BFWORTRMRHALLBEBLOC PFBTHETOHi .A.3 EJSiRLCT. ]) PALL DEPTH BLOCREJG SHALL BE PRO V B)ED Ai PTTERMEDUTB Ex.r SITPPoR]S, <) LATERAL . TRA . OP PL W R TOISIS Ai TO6i. TO BE PROVB)ED PER DETAB. 1/DI AND PER THE ENGI!®t OF REWRO 5) RESTS TO BE FROM TO BEAMS HELD UP N FUMR SYSTEM .ACTITRERS SPECB+ICAnONS ONLY EOFPSETTOHTSTOAVON PLMTBNG,ETC PFFFRRi LAYOUP L FLOOR PLAN NOTES 1)BSO.OmREABRABLBATnCS,ANOBASEMENTSSFNLL HAV8Ai L8ASi OfIE8M10tGENCYEGBESS WNOOW WFBAB BAS8M8NT3 HA V B MN.nPLE BEDROOMS, EACH B . sm SHALLHAV8AN WNOOW EGRESS WNW WSSFNLL 0'if OLWWNGREUR Mil@PEQITRIEtvIDJTS: -SRLHEIGHTNOi ME -CL -CLEARNETOPEJ AREAAREAOF5]SF -CLEARNETOPEAM^HEGdiT OF ' -CLEARNETOPEAM^ WIOTHOABL x)WHERE BOVEGRM^OFANOPERABLEWNWW HMORB THANT£ABOVEGdIADE TIBi SILLSHALLNOi H LESSTHAN S. Hn@SRLHEG.LESSiHANx<". iH8WNWW SHALLBEEQW. WRHANOPE�BNG CONTROL D8VIC8 W ECAYDE WMOASTFIPNIAT TNEDE A PROVIDBA SM OR8DONMONRUDEISMBEJROOM. RTO A ME EMMM NREA.WO WA0XN8/SMOP5DETECTORM iH8WMMONSPAGS (HALLWAY.B. RWM,MECOONBACH PWOR CNSD D8T8G'fOR iO B8 WIiHPI l<' OP BACHBEJ8O0M SHALL HEDOORHTALLEO W OFA. Ef FDRPANTALLv FRONTES ORROROPENEJCOPARSTH M]HAi WNTAPH ABATHNBOFAR&B REDS 3.AWILLPREVINfiHE PLA G561EM OP A REQURI®SMOP5 ALARM HEATERIDCAnO BEAPPMCAB 5) NATURAL MGM TO BE PRO V DED Ai A RAM OP M OP PIAOR AREA OF HA... ROOMS NATURAL VENTILAnON TO BE PROVTDED AT A RAM OF N6 OF PI. W R AREA OF HAETTABLE.. 6)ALLBJTERIOR WALLSIIRPABE, RASBERBEi0BE SHEEffROCI�D WRH IR"GVP BE, ORAS REQNR® PER LOCAL IIIRHDICRONALREQN.. T93 WRLNCI.UDEANY 6NCI.�MES SHALL HAVB WATBRNSHTAMGVP BE E APPLY I R" GYP BE TO GARAGE SNE OF FIXB W ALL (MR.. SEPARA. WALLS} CONTINITB @" GYP BE SBBAn34JG OR APPLY I?' GYP BE TO GARAGE ME (REE PLAN FOR F7 LWA .)IPT EE H HABRABIE SPAGS ABOVE THE GARA($ THE MD SHALL FAME 5l 'TYPE 'T GYP BE, AN)ALLSUPPo.WALLSI?'GYPBD. OL M, RIRHDICRONAL REQNREMEOS MAY S W BRS®B nA4B ELECTRICAL NOTES EACNALLOC .OPBLBCIWCALOVTLEIS,ELECTRIC RERRTANGSBE EERnAEMTATATRANDALLO.ECIAICAL COMPoNEMSSHALLBEDETERMEEEOBYTEEELEC MN ..To.. x)ALLHAETABLERWMS,BAnIDOOMS, HALLWAYS, SWRGHCONTROLLEO MGIREJG PIXfITRE OR OUTLET 3)STSMI9i BERLUA9NAi®NOfIEOPiWO WAYS: 0ARTFCMVMn OPEA. N .Crop, BOTTOM ...T b)ARTFERALMGOEAHNNUAL STMEWAYSCN l) STARtWAY3 SHALL FIAVE FNVE A CONTROL SWITCH Ai EACH F. 5)Ai LEAST ONE WALLSWRCHCONTROLLfp MGHI]M^ oun.Er sHALL BE IeaTALLEo io eaovmE R.LEMNnnoN oN nRi EXTERIORSNE OP EACHOVTDWREGRESS DOORHAVNG FORATTEVELACARA NANDDETAMEWREGRESSDWRS POR ATTACIIGO GARAGE4 ANO DETACFIEO GARAGES WTfH ELECI]UCPoWER 5)BANGSHDEXHA PANRATEi0BEF4 150CPM 6) BATHROOMME%HAIISi FPAN RATE i0 BE MN 80 GPM ])PROV EEQ) WNfN1AI9LY OPERAnNG E%HAIISi PAN PER HOMESEEPLANSPORLRAnON 8)BTTA ACIEOV(. SHALLBEDM. TEONEVERY HABRABLE ROOM (KRCHEN, BEOR W M, LNRJC R W M, DNNG RWM, ETC) SO THAT NO PONT MEASITR® FDRPANTALLY 9)WITNTBRTOPRBCEPTAC RHALLBENSTALLFDAi BVERY WALL WUEEERTOP REA. THAT H U" OR WNBR AND SO THAT NO.ALONCTEEWALLLNBHMORE]H 2CPROMAN OU LETNiHATSPACE 10)Ai LEASTONBRRC ACLBOUT RHALLBEEHTALLEO Ai BACHHLANOORPEJNSITLAR WITNTBRTOPSPACB WUHA WNGDHIE .OPxP'ORGRBATERANDASFDRT D6166HION OF U-1 OR. 11) AT LEAST ONBRBCBPTA. 0. SHALL BEEHTALLEJ NBAn1ROOMSAND SUGHOU LETSHALLBE WCAi®WRFRN .'OF THE OUTSIDE EDGE OF BAGHLAVATOBY BASH THE RBCBPTACLBOUTI%TSHALL BELO.ONA WALLOR PARiff1ON THAIISANACINfiO iHBLAVATORYBASN WCAnoN E)ALLBATHROOM,GARAGGOUTDWILUIR A. &EM, NiANDRRCHEN WUNTERTOPRBCPPTACLEOVf1.E13 SHALL HAVBGM PROTECTIONPRCB39>3). 13)ALLRBCBPTACW4 THAT ARBI.OLAi®WIniPI6'OFTEi E3.7) 1M THE RBCBPTACLB SUPPLYING TEE DISH W ASIB R .H HAVE Cd+CI PROTiCBON(MC B]SVR. I0 14) ALL BRANCH CBtGHTIS n3Ai SORELY I26VOLi, MOLE PHASGI .,.AMPOUTI.LISPHTAL .ErrCHEJS, PAMB.YROOM$ DNNGRWMS,LNINGRWMS,.T RWMS,DBM D ORWM$CLORRO MBORAYRWMS, HALLWAYS ANDOTiEt SIbBLARRWM3ORAREASSHALL SECRON..P5 �z .Lq MODERATE R. BE . EH MR ENTRUNM J�. EAREMEEO�., �ODRB MR MR BEETA x) POITNOAiIONi WffH STBbt WALL43HALL HAVBRBNPORCBbBNT PERENGEREt ]) BOTTOM RENPOR(SMBNT SHALL BE PL AC® AMN OP]"ABOVE <) bNCflR.LSAi EXTENOR WALLS, NTERIORBEANNG WALL SOLE TO THE POITNOAiION WITH b Y8'ANCIDR BOLTS ®6'AY'W MN ANCHOR BOLTS Ai BOARD BNCG ARE TO BEA MAX. OP I i' AND NOT LE3SiHAN] WLi DIAMETE44 FROM EACH FNOOP iHB PLATB SBCf1ON ANGHORBOLIS iO HAVEFRN T' EM1BIFDMEM INTO WNCRETE POUNOAiION Oif1Et BJTERIORBEARIM^ WAHSNJi WMJECT® TOPWnNC3 WRHAPPROVFD FASTEJJERS (REE,1 F& RFB PF E 5)WNCRETE PAD FOOnNGS SFNLL FTAVE REIIRORCESIENf PFA PL OA5t 6)A PLATE WASNEIlCONFORMNGTO SECTION RE03.111 SHALLBE O P 0 x H INCH x] EJCf BSS x] EJCf BSS ]) ADNSi P W i1M^ DEPTH AS NEC®.SARY PER PRAT DEPTH REQNREMEOS %)CRAWL SPAGS VENfILATONSHALL BE PROVIDED Ai ARATOOP WRIIIN]'OPBW.DINGWRNERE NSTALL CLASSIVAPOR BARNERl'LSPACEPERMANOPSPECB]CATONSQONIS LAPP®1]'AT. ATSEAbL4 AN0 EXTEfm MPL @' IIP POUNDATON WALLS} FRAMING NOTES DALE EXTERIOR WALL SNDS, FDDSE ANO GABAQy SFNLLBE x) ® STC x) WALLSNDS MEMME RS ( TS,BE MSNJTEOO BEAM OSDF&T ,UEHJRSFRO7ED(POSTS, RA ETC)SHALLBEAMEJ OFDPIL M3,OM.h93 NJi®Oif0tW6E ALLSNDSAi WFIGRE <)WWDATT N CTWITHWNCRETESIY)IILDBE PRFSERVATNEiREAi® (PT) WOOD NACCORDANCE WITH AWPAUTANOM AMOLARCfl. 5)PROVNEMNASNCd.EOTHE.nPLEROF IINDERG TER BFARIM^ PoNTS iOMATCH n♦ENMIBEROPb1ESIBER.4IN TEi M D W R ROLDH OPEIbUFRU SHALL BE A MNIMUM OF ]" FROM THE PA7EOFAD]ACENTWALL4. ])PROVNESOLN HEADERSNOPEIJIM^SNNTERIORBEARNG wALLs S) BEAMSSHAL ORTME ACHE W.AESARETATE RMO PWnNG3/SWPoRi MEb®ERS WUHAPPROPRIATE PASTENERS PASI'ENERSNS .ED NPMATEATN6iREAiED(Pf . SHALLBEHOi-0PPEDZINLCOATEDGALVAN53 TWFfHb@I COAiEJC WE1GITf COMPLYING WffHASlMA15]. ifffiEJCI.UDES NUTSAND OTHIR1.4 PASTENERSOTHERTH FR3A AND.TERNEIS ARE PEPMFIT® i0 BE FB:CHANICALLY DEFDSIi® ZINL-COAs® MN WAi1NC WEGHTS WMPLYINC WffHASIMB9`5, GLASS 55 MN PLA B.TEARENO R&BI EDTOB WWDWRHSB%NOi OR ZEJC BORATE ARE NOi REQITRI®i0 BE GAL VAH6®. 9)SNDH'TA fISUDS-RPNTTE BW.DINC PLATE HEGHf: 93SVRTM,STUDR %PLATE INYS'TALLS.=9PLATE 116 Y8'TALLSNCfl=e PLATE 10) SEEENCAIEEtSPLAN{ ('S' SHfihIS) POR WNW W/WOR HRRER RHEETS S. 10)REE'E SHEETSFORFRAFRM^DETARSAS WELLAS ENGdNEERB S' OR D' SHEETS 11) PRl®LOCgM^ SHALLBEPROVDEDINTEi POLW WINO WGAnoNs (Rmup -NCONCEALEDSPAG}SOFSTW WALLSANOPARnf1ON3 (VERnCA.Y CERANG .NOTRLEVELS AND FDRPANTALLY Ai LATER VALE NOi E%®INC I ) PEST) V ERnCAL AND HORPAMAL SPAGh4 SUCH AS OCCUR Ai SOPPR$DROP®LNGSBET WVECARS -NCNT)BOTTO OFTHBETWEEJSTARt SIWlDd�P3 Ai i1N TOP AND BOTTOM OF il@ RUIN -Ai OPEJEJG3 AROUND VINIS,PPh4, DUCTS, CABLES ANO MATERIAL TO RESIST n3E FREE PAMME OP FLAME AND ..OF.BTU . -Ai CH6PRY .PIXEPL . FLOOR JOIST NOTES BFWORTRMRHALLBEBLOC PFBTHETOHi .A.3 EJSiRLCT. ]) PALL DEPTH BLOCREJG SHALL BE PRO V B)ED Ai PTTERMEDUTB Ex.r SITPPoR]S, <) LATERAL . TRA . OP PL W R TOISIS Ai TO6i. TO BE PROVB)ED PER DETAB. 1/DI AND PER THE ENGI!®t OF REWRO 5) RESTS TO BE FROM TO BEAMS HELD UP N FUMR SYSTEM .ACTITRERS SPECB+ICAnONS ONLY EOFPSETTOHTSTOAVON PLMTBNG,ETC PFFFRRi LAYOUP L FLOOR PLAN NOTES 1)BSO.OmREABRABLBATnCS,ANOBASEMENTSSFNLL HAV8Ai L8ASi OfIE8M10tGENCYEGBESS WNOOW WFBAB BAS8M8NT3 HA V B MN.nPLE BEDROOMS, EACH B . sm SHALLHAV8AN WNOOW EGRESS WNW WSSFNLL 0'if OLWWNGREUR Mil@PEQITRIEtvIDJTS: -SRLHEIGHTNOi ME -CL -CLEARNETOPEJ AREAAREAOF5]SF -CLEARNETOPEAM^HEGdiT OF ' -CLEARNETOPEAM^ WIOTHOABL x)WHERE BOVEGRM^OFANOPERABLEWNWW HMORB THANT£ABOVEGdIADE TIBi SILLSHALLNOi H LESSTHAN S. Hn@SRLHEG.LESSiHANx<". iH8WNWW SHALLBEEQW. WRHANOPE�BNG CONTROL D8VIC8 W ECAYDE WMOASTFIPNIAT TNEDE A PROVIDBA SM OR8DONMONRUDEISMBEJROOM. RTO A ME EMMM NREA.WO WA0XN8/SMOP5DETECTORM iH8WMMONSPAGS (HALLWAY.B. RWM,MECOONBACH PWOR CNSD D8T8G'fOR iO B8 WIiHPI l<' OP BACHBEJ8O0M SHALL HEDOORHTALLEO W OFA. Ef FDRPANTALLv FRONTES ORROROPENEJCOPARSTH M]HAi WNTAPH ABATHNBOFAR&B REDS 3.AWILLPREVINfiHE PLA G561EM OP A REQURI®SMOP5 ALARM HEATERIDCAnO BEAPPMCAB 5) NATURAL MGM TO BE PRO V DED Ai A RAM OP M OP PIAOR AREA OF HA... ROOMS NATURAL VENTILAnON TO BE PROVTDED AT A RAM OF N6 OF PI. W R AREA OF HAETTABLE.. 6)ALLBJTERIOR WALLSIIRPABE, RASBERBEi0BE SHEEffROCI�D WRH IR"GVP BE, ORAS REQNR® PER LOCAL IIIRHDICRONALREQN.. T93 WRLNCI.UDEANY 6NCI.�MES SHALL HAVB WATBRNSHTAMGVP BE E APPLY I R" GYP BE TO GARAGE SNE OF FIXB W ALL (MR.. SEPARA. WALLS} CONTINITB @" GYP BE SBBAn34JG OR APPLY I?' GYP BE TO GARAGE ME (REE PLAN FOR F7 LWA .)IPT EE H HABRABIE SPAGS ABOVE THE GARA($ THE MD SHALL FAME 5l 'TYPE 'T GYP BE, AN)ALLSUPPo.WALLSI?'GYPBD. OL M, RIRHDICRONAL REQNREMEOS MAY S W BRS®B nA4B ELECTRICAL NOTES EACNALLOC .OPBLBCIWCALOVTLEIS,ELECTRIC RERRTANGSBE EERnAEMTATATRANDALLO.ECIAICAL COMPoNEMSSHALLBEDETERMEEEOBYTEEELEC MN ..To.. x)ALLHAETABLERWMS,BAnIDOOMS, HALLWAYS, SWRGHCONTROLLEO MGIREJG PIXfITRE OR OUTLET 3)STSMI9i BERLUA9NAi®NOfIEOPiWO WAYS: 0ARTFCMVMn OPEA. N .Crop, BOTTOM ...T b)ARTFERALMGOEAHNNUAL STMEWAYSCN l) STARtWAY3 SHALL FIAVE FNVE A CONTROL SWITCH Ai EACH F. 5)Ai LEAST ONE WALLSWRCHCONTROLLfp MGHI]M^ oun.Er sHALL BE IeaTALLEo io eaovmE R.LEMNnnoN oN nRi EXTERIORSNE OP EACHOVTDWREGRESS DOORHAVNG FORATTEVELACARA NANDDETAMEWREGRESSDWRS POR ATTACIIGO GARAGE4 ANO DETACFIEO GARAGES WTfH ELECI]UCPoWER 5)BANGSHDEXHA PANRATEi0BEF4 150CPM 6) BATHROOMME%HAIISi FPAN RATE i0 BE MN 80 GPM ])PROV EEQ) WNfN1AI9LY OPERAnNG E%HAIISi PAN PER HOMESEEPLANSPORLRAnON 8)BTTA ACIEOV(. SHALLBEDM. TEONEVERY HABRABLE ROOM (KRCHEN, BEOR W M, LNRJC R W M, DNNG RWM, ETC) SO THAT NO PONT MEASITR® FDRPANTALLY 9)WITNTBRTOPRBCEPTAC RHALLBENSTALLFDAi BVERY WALL WUEEERTOP REA. THAT H U" OR WNBR AND SO THAT NO.ALONCTEEWALLLNBHMORE]H 2CPROMAN OU LETNiHATSPACE 10)Ai LEASTONBRRC ACLBOUT RHALLBEEHTALLEO Ai BACHHLANOORPEJNSITLAR WITNTBRTOPSPACB WUHA WNGDHIE .OPxP'ORGRBATERANDASFDRT D6166HION OF U-1 OR. 11) AT LEAST ONBRBCBPTA. 0. SHALL BEEHTALLEJ NBAn1ROOMSAND SUGHOU LETSHALLBE WCAi®WRFRN .'OF THE OUTSIDE EDGE OF BAGHLAVATOBY BASH THE RBCBPTACLBOUTI%TSHALL BELO.ONA WALLOR PARiff1ON THAIISANACINfiO iHBLAVATORYBASN WCAnoN E)ALLBATHROOM,GARAGGOUTDWILUIR A. &EM, NiANDRRCHEN WUNTERTOPRBCPPTACLEOVf1.E13 SHALL HAVBGM PROTECTIONPRCB39>3). 13)ALLRBCBPTACW4 THAT ARBI.OLAi®WIniPI6'OFTEi E3.7) 1M THE RBCBPTACLB SUPPLYING TEE DISH W ASIB R .H HAVE Cd+CI PROTiCBON(MC B]SVR. I0 14) ALL BRANCH CBtGHTIS n3Ai SORELY I26VOLi, MOLE PHASGI .,.AMPOUTI.LISPHTAL .ErrCHEJS, PAMB.YROOM$ DNNGRWMS,LNINGRWMS,.T RWMS,DBM D ORWM$CLORRO MBORAYRWMS, HALLWAYS ANDOTiEt SIbBLARRWM3ORAREASSHALL SECRON..P5 �z DUCTLESS HEAT PUMP W/ CADETS H TWG&'IHCRMOSTATS: DIICIL I ATP PMMONEI@M INLARGPSi20NBOPHOWPPAPLANLOCATTM 1 Ai PI1MPWRH SPACM.0. 20NAL PLECIRICPAN PORC®HEAIER9 M9ECONDARV SPACPS PPR PLAM ONBI}Q9yMOSTAi PPA 20NB wMLbWS&PAnODOORU-VA TM030 M9N.ATTMOPCONDIII 1)2lPAC& CBdMG-RY9 EXTERIOR WALLS-RRI TINDER-FLCOR-R30 WGHTMQ1RT OPMIERIOR AND EX TE 11!1LAh@9CPL (CODE ALLOWS PORTWO -E MANPNTLV MSTALLEDLIGHTMG PIXTNtES TONOT HAVEHIGF4PPPICACY LAMF9) U-VALIIC POREXTERIOR NX,M 3/02lll6POURLRE=.19 n S20ol/2LRE=.30 nnGLASSPIXEOLbR=.19 ADDRIONALMPASURPS5&C ELECTRIC HVAC W/ HEAT PUMP PORCEDAIR PLWMc F@AT PUMP_MW 95115 0 9M WMDOWS&PAnODOORU-VA TM030 MSIILATT N01`CONDrr1ONEDSPACE =MG -R09 EXIERIORWALLS-R1l uNDac-PLODR-R3o DUCrm91)LATT N M LIGHTMG_ 1 OPMIERIORAND PA'IPAIORLAMF9 CP4 (CODE ALLOWS PORTWO EMCA ENTLV MSTALLED WGHTMGPIXiIIRCS NOT xwvmc Mcx-EPncwcv LAh@S) U-VALIIC POREXTERIORNX,lol 3/09n6P0IIRLlM- 19 1/891061n LIM 30 1/8MI GLASSPIXRLW'R=.19 ADDInO ALbQ+A.SURPS' 5&A GASHVAC A/CCONDPN9PA= 139EPA WMDOWS &PATIODOOR UVALIIC030 MSIILATT NOPCONDrr10NEDSPACE: CEILMG-R49 EX MORWALL9-R11 UNDER -FLOOR -Mo DUCT MSN.ATIM M WGHTMG:1 OPIMERIORAND EXTPAIORLAh@S CPL. (CODE ALLOWS PORTWOPPAMANPMLV MSTALLEDLIGHTMG PIXTNtES NOT HAVMG HIGF4PPPICACY LAh@9) U-yA111E POR l=RlOR NX,M 3/09Ti5P0IIRLlTE-A9 1/ 892061/1LrrE=30 2/8 MMGLASS FIREDLbR=.19 AD)RIONALMPASURES' 5&A OPPIONAL LP CONVERSION CONVERT HVAC MTPM PROM GA9 TO W GAS HVAC W/ HEAT PUMP 1ELT lomio 95 FISPP MANDATORY MEASURES - 2017 ORSC CHAPTER 11 PRESCRIPTIVE REQUIREPMWS - TABLE N1101. 1(1) OPnON ARRA: GLA2RVG DCbR INSVI'AIION Be15Eb�N'I MS' DIICIS 1, %OP PLR % LLPACTOR Vrt4CIOR UTAmOi ll -FACTOR C®LING WALL FLCOR WALL SLAB BRR�SB IRVWbB'IP.O 0.30 ONI 0.10 R 21 R-09 W/INS R30 R -IS COM R -IS ( ), R8 cAse I6ADPti9 RR(FRAME) T -VAI TMCOI G911RPACBAREABXCPPDR050PPACFNi OPTF TOTALHEAMDSPAMMF RARPASHALLH WA0.PACTORNOGREAMRTHAN 0.0.016 (R J99C1390R'IIW99) -NIIOiS R-RJTPAMEDIA'IEPRAhBNGCON919'f90P WALL 9TW9 PLACPA AT 16'OG WITH RJ9N.A'IPD HPADER3 HPADER VOID99HALL BEM9N.A'IPA WIni RIGIDMSN.AiION WRHA hRN R-VALIIC OPY PPA MCH OPiHICLTPSS. -N11048i-EXIERIORIOMTS AROUND WMDOWS ANDD�RFAAhQ+A, BETVEPN WALL CANnES AND WMDOW ORD�RFAAMES, BEIWPENWALL AND POI1NDAnON, BEIWPENWALL ANDRCOP, BEIWPENWALL PANELS, Ai PPNETRAiIONS ORIIiaRV SPANCPS iFRtO11GH WALLS, FLCORS AND RCOFS ANDALL OTHEROPENQJG9 MTF@EXTPAIOR PNVELOPE9HALL BE9EALEDMA MANNERAPPROV®BV TF@BNLOMG OPPIQAL NI1M1- M MSULAMD i0 A MMIMIIM OP R-3. -9PACE9MFLECIRICAL PANPL ALLOCATED POR RO'IHFlli11RE90WRRJ9TALLAnON ANO P11iNtEFLEC'IRICCARCHARGMG RJ9TALLAnON (NO CIXQ11i9 MQ.WPA, PANEL 9PACEONLVy -PLANS WIni3 PI1W. BATHROOMS AND/OR 5 BEDROOMS RECER2A HPAi PUM1@ WATPA HPATPA - RIHtOVEh@Ni5 TO TF@BA9EREQNRPMPM9 AREREQNRPA_ T WO ADDRIONAL MPA9URE9 PROM TABLENI 101 1(R) ML5T BECH09PN_ ADDITIONAL MEASURES - TABLE N1101.1(2): ®oPrloN s-BMLDmc ncHmrss TPATmc vexrawnoN&Durr SEALmc: MANDATORY lW[OL& UMM"L 11,TIVPAMMMI O!PLATEA TMT PALMG CHPGF.LISi -MPGHAMCALWHOLEMN Tl VENnWiION SYSTEM WRHRATES hQ+ETMGM150]30RASHRAE622 -ALL DUCTS SEALED WInr MASi1C OPr10Nl H PIQENVELOPE -PROPOSED UAAM19A PPA=CHJ'I LOWPA THAN CODEUA WHEN CALCULATPAMTABLENIl00.1(t) ®OPIIONA-HIGH EPPICIPNCYHVACSYSIEM'GAS OR PROPANE PIREDPIIRNACE WInr hRN APIIC OP 9Y%OR ANAIR-SONtCE HPAi PIIAIP WIni bRN611161 HSPP 95/150 SEPR C W LMG ❑ OPTION C-DUCTLESSH TPUfPDuc ESSH TPTAfPMPP loom PRIMARV20NC OF DWPLLMG N mM;exmcxT LAK-0lli e&1M 13 COh@SMNGLE Q6 ROOPMG 6 iOP OP PLAie �+ eOAM&BATT 5/MO CORNeR '—' N iB61 @ r oo W 5/YxI2BPLLV BAN° (RCCIIi ASNPEOeo) m O � O Q 6 PM6xeO PLR W F-' iOPOPPWTe_mid ti W w ®® ® LI x°wz°NrAL 0 0 0 0 LAP mOMG m� o � PM6F®GRA�e BV �/ FRONT ELEVATION GWNm S OPeT° °°e RIGHT ELEVATION G TRADITIONS ELEV. 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FT. 1/8" = 1'-0" CJ z U �p a xo� V PLTGREIPLTORWAYWAYWAY6610t FLOOR PLAN NOTES l) YBLNOIBe cwm "FOR GPNBRAL PLOORPLANN a R)PORY'IRIICNRAL&LAiPAAL REQIIIXHr@Ni59EEPRAh@JG PLANS & ALL'•S'• SF@BIS. oR8CIORYVV6+R O �y eLP,C1RICAL LeGeND O O eLPGIRICAL SYb®OL I}Q9yMOSiAi U II N S+ 1!(iltl!YY eCdtBSS PAN-CONiM110DS OP0fAiM0 m�a. �! W JPI�YL 4MOHL PAN -CPM a BEDROOM ;,4 _ "'" W1 °� — BEDROOM PAN -COLING ROIIOH-M F CAW'L! mmn LUd'x Rll" CARPBI N � Q Q WGHi-WALL MOIMI-8Xi QO / WGHi-DIMNGROOM (� V WGHi-KeYLPSS (dj 1111BIPAYY N WGHi-PoYeR-ISiORY Q 4Q 4eI WGHi-PoYeR-1SiORY Pi WGHi-CAROB PLDSHMOIMI O � O 606681-PAYY WGHi-Sb1ALL PLDSHMOIMI Q / WGHi-1£NDAM (g M dGG W O i 1 \\ WGHi-ReCeSSeD CAN BONUS ROOM g_g'xla'_g. o WOHi-W M-VANRY-SB gf z cARPEr BEDROOM #2 WOHi-W M-VANRY-3B 11'-0'x 9-I1" ODiLEi-CedIN000 per. C4RPLl OIIiLEL TIO W OIIiLEi-WATER PROOF JPIP YL 4M09L 3040PX JPSPYL 6G 5Y OIIiLEi-110 O GLS OIIiLEi - GO ]9O / a OIIiLEi-HALF HOi � OIIiLEi -PHONe � �a —�. ouiLei-ry z W a � w UPPER FLOOR PLAN W 1/8" = 1'-0" VWH 1014 SQ. FT. CJ z U a �p oR8CIORYVV6+R FDN PLAN NOTES t) See PNGMPER5 NOi85 SF@8I PORGeNPAAL POIRWAiION PLAN NOi85 ANDREQIIIXPh@NiS. 1) ®=BPARQJG WALLS iHAi ARESWPoRiP➢ON CONi1M1011S POOTMGS AND RPQNRE ANgiOR 00Li CONNECnON (H.AreTOP00'IMG) 3) S' DIAh@reR WAiOt LQJC BLOCAOIIi AND 5" DIAh@reR 9EW0tLMEBLOCKO11i LOCAnON(S) iOBemENnPI®ON 91re R+RPgNRED Y) - = V eNiS PROHIBIiPD M DSR SIreS. 5) QUFPLe WALL9 W/A9i11D HOGHi LP39 THAN IY" 9HALLBe CONIIM1011SLV SF@A'IHCD ON ONe SIDe W/ WOODSTRIICNRAL PANO.S PASiHJ® i0 eOni iOP & eOTIOM PLAreS 6) ALL POSiS AS N2LL AS ANV BPARMG WALIS PARALLEL i0 IHC PLOOR IOISiS ARE i0 eXIEND i0 DPCKQJG ]� Htovme <x7 N2R gtOlmms n®MTo ReEAR GRID_ O)AT PANG. LocwnONe(17 AT emN x6PL seaARwnoN VENTILATION 1)'IHCioiALNBI PRPE VeNiILAiION AReASHALL NOi BEL8S5 TxaN lnoo oPrxeaRewoPTxecRAvnsPAcevnrx rxeweoPA QAS9I VAPoRRETARDERMATERW�IHERESHAII BEONEVPNI hRN WIIHRJ 3'OP PACH BNLOMGCORNOt (ORSCRYC&1) POI1NDAnON VeNiS AREBASeD ON ASgtEPNCD 16'x6' VeM unix wNer-PRee vPNiawiMCARew oP n SQ MPm vPNi. gtAWLSPACe' ABPA 130,5315QM RPQNR®VHJ'IMG 4485QM VPNiS RPQl11Re0 ]VPNIS VPNiS PROVmeO ]VPNIS JOIST LAYOUT NOTES R) ®=RePRe9PNi9 PI1W. DCPIHBLOCKING AT JOIST HJD9 (1VF@N IgsiS eND Ai MreR10R BEARING \V.4LL5) AND Mrteanamlwre IOIST sul=PORTs 3) PORADDRIONALNOi85 AND MPoRMATION51➢? PLOOR 106T NOi85 ON SF@BI T. Y) REPERIOMAMIPACMtER9 SPECMCAnONS ANO DRAWMGS PORMsiALLwnoN JOIST LAYOUT FOR 19.2" SPACING 1-193/16" (1'd 9-1]213/16" (14'-413/16") 2-383/8' (3'-23/8") 16'-10-19T' (16`-tl� 3-5]5/8" (4'-95/8") 11-2113/16" (1T-]3/16') 4 - ]613/18' (6-413/16") 12 - 230 3/8" (19'-2 3R") 96' (8'-tl0 13 -249 5/8" (2tl-9 SB") 6-1153/18' (9-]3/18') 14-268 13/16' (2T-413/16") ]-13438" (11'-23/s9 24'_15-288" (24'-tl0 8 -153 SB" (1Y-9 5/s9 O y O O N tT-a' 3na' O O Q IS'-tl' OFFSET JOIST iOIASS PLIlA1eMG .�-I W W TIFE ______________ N041NIS _____ _______ N � Q Q 6061000OR PERRNp 8] O .o 0 M CK NA WE 'ER No 0 S b RIP no Ba mm OR Pi MI1DSILL &ANCHOR 80Li y fLl SPACMGPEKHJGMPEK (ROLTS p MAX IR"PROMBD_ENOS) ANCHOR 80LiS i0 PRO'IRW8R1/Y"AEOVE'1}a+ f.rl CONC PDN WALL p b zl o b ------------] Yq+P,IF&YDLYBPR-3116") L J IT_ OP3) L J -m in-, j Q O 3'-LLI@' 9d V1"Y-T' L9-1" w FOTAT IJ 1V DATION PLAN STRUCTURAL NOTICE: 1. BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" F SHEETS ARE TO SUPERCEDE ANY DEPICTED ON THE ARCH. SHEETS. 2. PROVIDE SINGLE OR MULTIPLE STUDS UNDER BEAMS, HEADERS, & cc GIRDER TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER UNLESS U NOTED OTHERWISE ON ENGINEER'S "S" SHEETS. z 3. ALL WINDOW & DOOR OPENINGS UNDER 6'-0" WIDE ARE TO HAVE SINGLE 2X TRIMEER U.N.O. BY THE ENGINEER. 4. PROVIDE DBL 2X TRIMMERS UNDER ALL WINDOW &DOOR OPENINGS 6'-0" OR GREATER. W xUo0 THIS PLAN IS FULLY ENGINEERED REFER TO ENGINEER'S'S' SHEETS FOR ADDITIONAL q STRUCTURAL, SHEARWALL & HOLDOWN INFORMATION\' FO�j LIR RC. < 80o ARD P TT) Mi I I'I W Li PI TI Si " _ /L O P I I I i I °P NO MR\C 'SS§" 8I! t"1 F 21I 6'WIDB SiPhI WALL C OP LI�6T I ON CONC PiG Pot _ � HJGINPER-iYP. � � PL G�� I ' � I I 1-SiORV PoRiION I I i C. O D P. I I it Po I � I CONCR8I85LAR I I SLOP®iOCODB L J I I x9' S 1 I I I IS /i O 1" I I I I N2RROD i I �' S -- W OP P NC I S I I I PERNOi89 � P A i 11 H _ .i (] P I I j I 11' L W P ' I _k'9TPhI WALL I 3' L'_I' I GARAGBWMG I I it I I I wALIs. TM" I I I G @^ I I I I BLOCKOVT PORDLbR- � C ISI .P 1 li M OCKOVTSTPhI WALL A"BIA.OW TOP OP 9L 011iI 101x" i .11 11l" lig 30MDLbR II NO V8Ni5 I I 8' Wm85reM WALL ON POSTP8R8N0 IICONC PIO Pot 8NOM8PR- 2i ON 11"DIA. CONC. II TYP.�I9TORY PoRnON G 90NMIIRE (Lv:) II — r ONCONc. PrG � FLOOR - 9'-1 1/8" PLATE: T-11 1/8" UPPER FLOOR - 8'-1 1/8" PLATE: T-1 3/8" FRAMING PLAN NOTES a 1) BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING"S"SHEETSARE TO SUPERCEDE ANY DEPICTED ON THE p�P ARCHITECTURAL SHEETS. O 2) PROVIDE SINGLE OR MULTIPLE STUDS UNDER BEAMS, HEADERS &GIRDER TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER UNLESS NOTED OTHERWISE ON ENGINEERS n'-r' s'a vx^ 3'-91 T' .1 aa3/a^ 5'-9 va^ "S" SHEETS.. 3) ALL WINDOW &DOOR OPENINGS UNDER ti W F W ^ 66 3ososn 6'-0" WIDE ARE TO HAVEA SINI.E 2x TRIMER CD W60 SGO JP1119L 'IIR1P. UNLESS NOTED OTHERWISE BY THE ENGINEER. - � 3'-°• 4) PROVIDE DOUBLE 2x TRIMMERS UNDER V ALL WINDOW &DOOR OPENINGS 6'-0" OR s O GREATER a 0 N � ni V INT. &EXT. SWING DR. FRAMING -_ °o 1) ROUGH OPENING WIDTH TO BE THE DOOR SIZE +2" UNLESS NOTED OTHERWISE nx ; maa II 1�0 N ON PLAN OR BY MANUFACTURER'S SPECIFICATIONS. x 2) ROUGH OPENING HEIGHT TO BE 82 5/8" a FOR TYP. 6'-8"DOOR, U.N.O. PER PLAN OR z IIL.4O1➢Y POt HJGIMl3R\l/ MANUFACTURER'S SPECS. v 3) ROUGH OPENING HEIGHT TO BE 98 5/8" y CO B _4RVJG POt HJGINIAR FOR TYP. 8'-0"DOOR, U.N.O. PER PLAN OR H MANUFACTURER'S SPECS. z4oeo sx a06osx II` IIS lobo ax WINDOW FRAMING NOTES rT� 1+5" 3'S I/i" II �•L) �b 0 6 6 COVER 0 TYPICAL HEADETR HEIGHTS TO BE AS SOMT SOPPIi IINOPA I EAbIPi P_OSiS PE_R_EN_G_QJ_CP_A IjFOLLOWS U.N.O. ON PLAN: O I/� MAIN FLOOR - 8'-1 1/8" PLATE: 6'-11 1/8" 13• 1•-- 1n" MAIN F- MAIN FRAMING PLAN z U a �p 0 wW`"U THIS PLAN IS FULLY ENGINEERED ¢ F z REFER TO ENGINEER'S'S'SHEETS FOR ADDITIONAL n �� STRUCTURAL, SHEARWALL & HOLDOWN INFORMATION FLOOR - 9'-1 1/8" PLATE: T-11 1/8" UPPER FLOOR - 8'-1 1/8" PLATE: T-1 3/8" JOIST LAYOUT NOTES 1) ®=REPRPSPNiS PI1W. t7CPIHBLOCKMG Ai JOIST HJOS (WF@NIg9'f9 ENO Ai MIERIORBEARMG WALL9) ANO INIPAh®IAIE 1061 SIIFPORiS 3) POR MORIONALNOiES ANO MPORMAiIONSPE PL�R106i NOTES ON SF@EI T. 4)REPERYOMAMIPACMtER99PECMCA'IION9 ANOORAWRJGS PORMSiALLAiION JOIST LAYOUT FOR 19.2" SPACING 1-19 3/16" (1'-] 3/16') 9 -1]213/16" (14'-413/16") 2-383/8" (3'-238") 16'-10-19T' (16'—tl0 3-5]5/8" (4'-9 SB") 11-2113/16' (17-7 3/16') a 12 - 230 3/8" (19'-2 3B") 8'-5 - 96' (8'—tl0 13 -249 5/8" (2tl-9 SB") 6-1153/16' (9'-]3/16') 14-268 13/16' (2T-413/16") ] -134 3B" (11'-2 3/80 24'-15 -288" (24'—tl0 8 -153 SB" (1T-9 5/80 p�P O N L' -93/L9' L' oQ d � -53/L9' li I I I S oN Uq� I� I I TIP G A P iH I it I TY c I a_ - � ` s O 0 N o H OMOORIOIST9 1 si AT R c wL B w p O iOBPAM WRHMEIAL [a O HANGPRS(BO'IHSIDES) w P EN IN E L R ISS c w r4^ IUB LD R MIR No W wi Q� r -14w a R w of s Is n Ri m un J06i I-1061 D I BLOCKINC @49'OC BOKMG m I QCC� O m—mD E O El O z W o w UPPER FLOOR JOIST LAYOUT w Q STRUCTURAL NOTICE: 1. BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" F SHEETS ARE TO SUPERCEDE ANY DEPICTED ON THE ARCH. SHEETS. 2. PROVIDE SINGLE OR MULTIPLE STUDS UNDER BEAMS, HEADERS, & GIRDER TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER UNLESS U Ch NOTED OTHERWISE ON ENGINEER'S "S" SHEETS. z Ch 3. ALL WINDOW & DOOR OPENINGS UNDER 6'-0" WIDE ARE TO HAVE z 3 SINGLE 2x TRIMEER U.N.O. BY THE ENGINEER. $ Uj 4. PROVIDE DBL 2x TRIMMERS UNDER ALL WINDOW & DOOR W OPENINGS 6'-0" OR GREATER. xUo0 zJ w o `czJwu THIS PLAN IS FULLY ENGINEERED REFER TO ENGINEER'S'S' SHEETS FOR ADDITIONAL q r, STRUCTURAL, SHEARWALL & HOLDOWN INFORMATION\' JOIST LAYOUT NOTES 1) ®=REPRPSPNiS PI1W. t7CPIHBLOCKMG Ai JOIST HJOS (WF@NIg9'f9 ENO Ai MIERIORBEARMG WALL9) ANO INIPAh®IAIE 1061 SIIFPORiS 3) POR MORIONALNOiES ANO MPORMAiIONSPE PL�R106i NOTES ON SF@EI T. 4)REPERYOMAMIPACMtER99PECMCA'IION9 ANOORAWRJGS PORMSiALLAiION JOIST LAYOUT FOR 19.2" SPACING 1-19 3/16" (1'-] 3/16') 9 -1]213/16" (14'-413/16") 2-383/8" (3'-238") 16'-10-19T' (16'—tl0 3-5]5/8" (4'-9 SB") 11-2113/16' (17-7 3/16') 4 - ]613/16' (6'-413/16") 12 - 230 3/8" (19'-2 3B") 8'-5 - 96' (8'—tl0 13 -249 5/8" (2tl-9 SB") 6-1153/16' (9'-]3/16') 14-268 13/16' (2T-413/16") ] -134 3B" (11'-2 3/80 24'-15 -288" (24'—tl0 8 -153 SB" (1T-9 5/80 Y II B PRA3ffi a 3 wr BL zssilms 3tl_T' 9_3 VS" @'_l VT' 3q.tl' JOIST LAYOUT NOTES 1) ®=REPRPSPNiS PI1W. t7CPIHBLOCKMG Ai JOIST HJOS (WF@NIg9'f9 ENO Ai MIERIORBEARMG WALL9) ANO INIPAh®IAIE 1061 SIIFPORiS 3) POR MORIONALNOiES ANO MPORMAiIONSPE PL�R106i NOTES ON SF@EI T. 4)REPERYOMAMIPACMtER99PECMCA'IION9 ANOORAWRJGS PORMSiALLAiION JOIST LAYOUT FOR 19.2" SPACING 1-19 3/16" (1'-] 3/16') 9 -1]213/16" (14'-413/16") 2-383/8" (3'-238") 16'-10-19T' (16'—tl0 3-5]5/8" (4'-9 SB") 11-2113/16' (17-7 3/16') 4 - ]613/16' (6'-413/16") 12 - 230 3/8" (19'-2 3B") 8'-5 - 96' (8'—tl0 13 -249 5/8" (2tl-9 SB") 6-1153/16' (9'-]3/16') 14-268 13/16' (2T-413/16") ] -134 3B" (11'-2 3/80 24'-15 -288" (24'—tl0 8 -153 SB" (1T-9 5/80 - 9'-1 1/8" PLATE: T-11 1/8" UPPER FLOOR - 8'-1 1/8" PLATE: T-1 3/8" FRAMING PLAN NOTES 1) BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" SHEETS ARE TO SUPERCEDE ANY DEPICTED ON THE o�A. ARCHITECTURAL SHEETS. r, 2) PROVIDE SINGLE OR MULTIPLE STUDS UNDER BEAMS, HEADERS & GIRDER TRUSSES cc a TO MATCH WIDTH OF SUPPORTED MEMBER r. Q UNLESS NOTED OTHERWISE ON ENGINEER'S �•�• }na• 1•S 114" "S" SHEETS.. O W }xw vx• -e• s' -s }i4• ua �c" 3)ALL WINDOW& DOOR OPENINGS UNDER �F 4•-a• s -e s;i, 6-0" WIDE ARE TO HAVE SINLE 2x TRIMER N Q d JoSL1111111L UNLESS NOTED OTHERWISE BY THE ENGINEER. iz r 4) PROVIDE DOUBLE 2x TRIMMERS UNDER a p ALL WINDOW & DOOR OPENINGS 6-0" OR o .. a GREATER. N INT. &EXT. SWING DR. FRAMING O Wi 1) ROUGH OPENING WIDTH TO BE THE w _ -_ PRAb@�N. DOOR SIZE+2" UNLESS NOTED OTHERWISE Z }•s• 4r. f MSL—`J ON PLAN OR BY MANUFACTURER'S PRA�ffi DN SPECIFICATIONS. 2) ROUGH OPENING HEIGHT TO BE 82 5/8" FOR TYP. 6'-8" DOOR, U.N.O. PER PLAN OR e MANUFACTURER'S SPECS. z 3) ROUGH OPENING HEIGHT TO BE 98 5/8" I FOR TYP. 8'-0" DOOR, U.N.O. PER PLAN OR � MANUFACTURER'S SPECS. z YOWJ 9}0101IX 40509E 40L L 4•-5•• 4•-1 v4. WINDOW FRAMING NOTES w ,• ma vz• '�s-�^ it in- TYPICAL HEADETR HEIGHTS TO BEAS g -i FOLLOWS U.N.O. ON PLAN : U 9na• W MA INFLOOR - 8'-1 1/8" PLATE: 6'-11 1/8" Q a MAIN FLOOR FT UPPER FRAMING PLAN CJ z U �p a 0 wW`"U THIS PLAN IS FULLY ENGINEERED REFER TO ENGINEER'S'S'SHEETSFORADDITIONAL F z STRUCTURAL, SHEARWALL & HOEDOWN EVFORMATION - 9'-1 1/8" PLATE: T-11 1/8" UPPER FLOOR - 8'-1 1/8" PLATE: T-1 3/8" a � II N � IDN O rtOQ � W W � N °o m S � 7 T� x �Q Nil STAIRS @ HALLWAY rovr��.�oa=®a.� uxo. LJ ry U BUILDING SECTION A z F 3/16" = P-0" opo �p a Q��¢ O a 13/4' 13/4' ,.... �I2' 3Y' 30' 39' L1" 11" 01" 39' O O Q � W F o ®od l7rl-11KITCHEN CABINETS4:.. y�.. W. WA RDRY SPACB 9 AC8MASTER BATH BATH #2 UTILITY CABS. NOTES1. ALL CABINET DIMENSIONS SHALL BE CONFIRMED AFTER COMPLETION OFROUGH FRAMING.2. ALL DIMENSIONS MAY VARY, AND THE CABINETS ADJUSTED AS NECESSARY3. ACTUAL CABINET DESIGN TO BE DETERMINED BY THE CABINET MAKER. w OU4. MOUNT UPPER CABINETS SO THAT THERE IS 18" CLEAR FROM BASE OF a 10UPPER CABINET TO TOP OF COUNTERTOP (20" CLEAR FROM BASE OF UPPERCABINET TO TOP OF COUNTERTOP WHEN VALANCE IS USED). i \\ � ` I_II I� i \\ \\ i i RO+ SPACB 2p^ 9Y' 34' �' T-Itl' O MOO sl� I 1 FOUNDATION & FLOOR SECTION A. ��eDa ��DDea L-- STEPPED FOUNDeeeDlIOo 4d s _ —F I ane.. s]. OF muse eut2 OF ..Al...,�a PLAN rv.�eemeonsuemm A.wiedrva1C63 M ATeeeuem'ea OCRAWL SPACEACCESS Q.1 BEARING, PERPENDICULAR WALL 5 FOUNDATION at GARAGE DOOR eD�°exenMvaoe��oDVeeD�o �,SUBFLOOR INSTALLATION o ee rvB TOP..'p-\ "I I.10 . rea 01 BEARING WALL, PARALLEL TO 70IST5 -� we. FA OFMENOMLaeovesF eMOHT FRAMING DETAIL DDeuL OF o p, N eowDec_.rru.reon�sreneas 6 GARAGEDMANDOORDETAIL �p CoQ � O .F FAFF OF eut2 OF ..Al...,�a PLAN rv.�eemeonsuemm A.wiedrva1C63 M ATeeeuem'ea OCRAWL SPACEACCESS Q.1 BEARING, PERPENDICULAR WALL 5 FOUNDATION at GARAGE DOOR eD�°exenMvaoe��oDVeeD�o �,SUBFLOOR INSTALLATION o ee rvB TOP..'p-\ "I I.10 . rea 01 BEARING WALL, PARALLEL TO 70IST5 -� we. FA OFMENOMLaeovesF eMOHT FRAMING DETAIL TOPOF� ER 9 SONOTUBE PIER TO PAD FOOTING CONNECTION DDeuL z o p, N eowDec_.rru.reon�sreneas 6 GARAGEDMANDOORDETAIL TOPOF� ER 9 SONOTUBE PIER TO PAD FOOTING CONNECTION CJ z o p, N v UU rn �p CoQ � O CJ z F v UU rn �p wQ a O TOPPLATIN AT AFIPL.rexx...0 ED xuw o 9 Q m ® yyppApe�.q plg,®epg x�mstinrwry Nxo) prurv�o RNxo) (oeurAT �raAanx�) rxma Nxo) �rxvu�Ama�errvere O W OF AOT TM M. s _ (] w�s� u��wvoc ua O ..LKAT.. TIONAND c(owuwrzn aNIN O)) a�mmeu.,xO) ra STUFGAFFTOIS.EXT II II U N 5-' S. wAws pmusn�ea•) rvrcraAnorvsmmarwAu As mwIs�reo eAxmroe wmmowmo®wa�ll� II V] 0.l urapsS. p.AFutAcourvo rore000rxexcns�. paAeory Corex O O Q �1 x ' EXTERIOR WALL DETAIL �1INTERIOR/GARAGE TRANSITION WALL �1 THRFE STUD CORNER exwAu.pcAwrva W [Fs. i u.e.vx-�o scu.e. vx-�o ,v.e. �n-�o 4 INSULA #ID READER CD W O � Q s O 0 TFAL-TOPFFAFF As vsp �enrenaAry A�.s FTU].rexrwry rer®en orroxop PFATEA ore . rroxop ww.rexrwry oremmw rexr O CP�y 5 FRAME DOWN INTERIOR OPENING DETAIL ue yr �v o F NMI: NOM w&urvl.[�rvoGrzo u'mcrtwec w&urv�srvorzoorlm,,FAE F•L) O a �FFATE:�11�AFFW191�TAU�IM AFT WAFT Wi9l�-�]FEAF� r,a Ae.p. w17v. rw.xeso r,a Ap p. wi7v4rw.xew ° OOT OPTIONAL T -I IA' PLATEPARTI.W FRI. ERPEF,p. ERP ER _Q Q w� .w.(OPHTASCF TO W�a sJ ITT _S ArmF.RTAera�r. z ma j S n's v UU rn _ oFMF. TOPRFOTFITvu sTANOAROB-I IrB"PWTE �© W Q or gyres vxrAW,rvagrvxs. 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S. 'rveIcwevoox a aw�s�ae Mu«s I Oaosesmxew�rwrwT x� e I ixeewcwn°wwuyoa U N 'S" . PORT �AXTTOC ON wum A. M=.xexc epuu, snewrxw°eeaewr I r� 0.l -- O Q m eaeuery ATIV°scv I Q W F W W unrvon see¢ aAAMEEROXTF. aEQlnaesre ns ix��eeaewr I epuu, rya.oxolsrrscx I ON Q Mrorvereeu.PAN rvullsl T'RATES �ZMSTO OC F...sree. AN PERP RTTO. vsamx—_ __ rwrzoevrr�cwrz I ueo�aoeexewry a l s 0 M 4E77]: m Memsorvxun I o HmM _0__E—. eove rxeauu°emma ee�xeeaewry �L BE arosawuewr c N TYPICAL CLOSET SHELVING IFOVERM�°PL1PT'°Sem ff�DH-TOP.TErosreeaewryMeer�,EMASeeeee,®,IDTO.oesoemre°eaewswwn rve�c�x TMA1e �, TRUSS ATTACHID WITH LIDGER ixa raw rv�x 4cl scut. va =loel=la ♦rr�w®roasroav wua, wua. ruwMnox osrsn. . see'm.usxewsraooero _ aeruarvermsrve. aeeoarver�rve nva-raw ixarux o LQyJ' — mwreaoiomm,rtm. � uoxn'ea,omm,rtmNOM�ANDAPMO. rote: rote: o HIGHMDWW ry HIGHW4VDOW ry Vl wxer Mu]S.c awPe. ___�� wwreaaawa,�e O�mreaaawa,�e iYPICAI.WINDOW euwxa�sE iYPICAI. W4VDOW e° E ` ,rwAe x Q Q ,w� TM WRAT.. .6mmeaoa .6mmeaoa wave ALIAMINOTMORN w z u.�swR, F DW .. ATNTT aaETMM(SOEM ,omm.rre v x MOTIORO--00 op oeMr� " ax. Dexew. 'OSET M°rroaD rM, ANS ry Ou U U rn EMRV DOORBHIELREA° E Y WOMID=EErz OPTIONAL CRAFTSMAN TRIM OPTIONAL ARCHITECTURAL TRIM © W Q FULL -WRAP WINDOW TRIM AND/OR SILL & APRON x U o 3 e M3 w�w� QT�� I ' smwDeeaeDe,�.nom I a Ds'ea ii II muw4eeaeDev�mry oven use 11 smDweeaeDev�nom 10 I am Pwsn .®ro ' Des i' mDwo i smwD o p' Dma,�em �wwDea II ire FDu M Svc eucamoDDwr nveur0�3 e J er O O cw�a D,em m.usnw4 a N muw4 v. raw eexewry n.auD U V] N 5" µ W aoum�oeenm EDGE....seu.arvrnDDermmm I on O Qi O Q e m W moDDwm .cemw. eeaaumms seers eeamrvuns. seers. I sewDuaremDer m�sr � W W O � oaDooa csvrwy� Q Q I� I� WINDOW HEAD FLASHING WINDOW HEAD FLASHING WITH TRIM SIDING TRANSITION 2a Zb 3FLASHINGAT s m on � ye re4aueevwe roaowDovexrtw II �I smrtweeaeurvanonDoum EXTERIOR DOOR DETAILj inw..4mrAeeoro.. eeD urmea � II I� II I eeD urmea mm �I aoomm4reDr III � --F—MS-N—III S. eowme�mo room amoPuoococ oeenwm ll. aoomm4 < mumm, a=Qm xu rw 4SDm yq !Fn THRESHOLD DETAIL FLASHING AT ROOF TO WALL TRANSITION FLASHINGAT ROOF TO WALL TRANSITION 4 eDe mes 5a De � �o Sb we g v roawrwe Da RGA u Q SHIMF T. ro Da wu DooR moa DDu eea.Anom I wruaeDavww. I I rveoro I I ea -- ----- I II eaeADw� U I I ��e,aweeerweenmuw4 u+D n.�snw4 F, HI emr I I DueeD�serwseu.arvr DGE.MS w a .nom o M.4�°Do e. U a. z� a roaevrw.e Davwau Tom v...rumeeaeA_ x U o O �, GARAGE DOOR LINER AT HEADER �, GARAGE DOOR LINER AT JAMB / W uu u ® WITHTRIM WITH TRIM Q W aceDe Dv TTP �OF�S aDas .� Q oa ro�e�e vm rwss mew.o�sss. o a ,vm o.aua N � CoQ � Www r•. oN �Q�d o ME[ raT o � .roDDDer.D.l � N (D.SI GG AND SHEATHING 'm W. .. vi DeruDrwSSss� sm..� UNO o D7 CCC em.Dxe.rvD eenaary M w M r� o ®e F/ seeewrvsrocswcimcwc.nons Z GABLE END DETAILING frl v aD aPn a S. CJ ucDew..ue.csw,aeosa s�wwrwrw — ar (- S Fl- S.s «so or r.re�.M S �.o.PMME D4 cWl«` o z ATI&OC x 8 z 3 �wsDl �p Wa x � EXiER10RCORNER iRLN NTERIORCORNER TRIM =xmerem Der.n�. s S. OO 6 CORNERBOARD TRIM LKOUT BEAM � �, EXTERIOR COLUMN .-. F z �. n ♦r P)ewcfs FwcxarxcF.� MPPLEDUU 112 WALL WITH W OOD CAP 4a acs « _ RAIL DETAIL STAFF F IIF rucraeA.FIAI.0 ro v ♦rp)ewCfs FwCxsaamGTL NARSTO r�renmsrwD)Dxm sa'vw� ww. iAILY IF ss PFF IF @STAIR DETAIL - TOP OF STAIR RUN 4 F. � _ _ TO rx I..... AT P) FLA. Fwcx . P. STAIR DETAIL - AT LANDING A n -Dm TO 0) PL AT AM EACH sruecm¢ Wa oa EA ® xr� N, AL 6 STAIR DETAIL -AT FLOOR _ —ewry _ z O �y ON v U U rn CoQ � wq a r-1 z �w V1 5 1�—I 5U Fx� ww�. iaexr�.vD T(P,3� Q Fil I --I masrAmaruenFva SKIFFS TO HE CDTF]UDI uwc xoo. ee ''M°w�,nFwu"M.SPL' maemu«wo o,,.as'aFw°sweio A. sOSS ®wepmmo CD.SP i� c S STv FFTRTAce SDIDSCFAAI�A_ oFV,H, ATP)ewCes TOP OF �xsaAT p aDFe�D.� Fwwarux®t PFA_ 'ruevreca aeeewxa xsFs, asr�¢sruxDFvs DFAFNIxa, ®tones S, �naory�� srws�xus � �A� ae ED F. P. cue.srws STAIR FRAMING PLAN L STAIR - -SHAPED 1b ♦NDww.Fuumo Drx vn-�f,auix v�u�xCF) s Wedxm. -Fm C0muix.v�euxCF) STAIl2 FRAMING DETAIL L STAIR 1 - -SHAPED a 112 WALL WITH W OOD CAP 4a acs « _ RAIL DETAIL STAFF F IIF rucraeA.FIAI.0 ro v ♦rp)ewCfs FwCxsaamGTL NARSTO r�renmsrwD)Dxm sa'vw� ww. iAILY IF ss PFF IF @STAIR DETAIL - TOP OF STAIR RUN 4 F. � _ _ TO rx I..... AT P) FLA. Fwcx . P. STAIR DETAIL - AT LANDING A n -Dm TO 0) PL AT AM EACH sruecm¢ Wa oa EA ® xr� N, AL 6 STAIR DETAIL -AT FLOOR o < CCC z O �y ON v U U rn CoQ � wq a r-1 z �w V1 5 1�—I 5U n> T(P,3� Q Fil I --I o < CCC z F v U U rn z �p wq a z �w V1 5 1�—I 5U n> Q Fil I --I z F v U U rn �p wq a n> THE HANSEN RESIDENCE - B74 (2432) IG, REV. C/) PROJECT DESCRIPTION DRAWINGS INDEX o N ARPA('IOTA UW °)-UMFWVIN° a�VERSF@E< U � AREA(MNNFLOOR)=I0I69F ® E ® N NOTES N AREA(UPPERFLOOR)-14169F EO HNFItGYPATH-ORPdON yy O Q AREA(GARAGE)-YWSF O W AREA(COWRMMMORS)-399P Al EXIERIORELEVATI N W W w ZMW'HEIIXI(FF TORJDGE)=37-91/P(VMAMFLOOR) ®®®® AS A3 ROOFM MAMFLOORPLAN H Q� STORMS =i® oO o U (Yv LLx.i�J CONS'IRUCnON=WCOD, LIGHT PRAhM __oo_o A4 UPPPAFLOORPLAN L L Wi o0 000o AS POI AT1ON PLAN A6 MAQJPRAhRNGP44N A]UTPPAPLOORIOIHT44YOV1 A9 A9 UTPM EMESN GSBCIION.4 A eNGPL.4N 3 DI N CODE INFORMATION GENERAL NOTES A10 CABMETD.LS C� 20L]ORSC 1)COMRACIORTOPIPLp VERa'Y ALL EXI9'IRJG CONpInONs J)ALL CON9TRIICIION WORK9HALL BEDONEMCOhMWANCE pl DETMS p� 20l]ORSC-CHAPIERll PNERGYCODE ANDiFMCONSTRI1CIlON DRAWMGS PR10RiOCOMhMNCQJG WITH THELATEST PDInON OP'IHCAPPLICABLE BNLDQJG pR pETA1L9 8 WORK CONTRACTORTONOnPYADMRHOMESlNfd MATELY CODEASAhMNDPDBYnMSTATEAN°ALLO=RSTATEAN° D3 DETAILS W OP ANYDISCRPPANCIES, ERRORS OR OIASSIONS LOCALREQMRP Si TAPPLY py DETAILS 5)MATERIALS,EQNITIP M,ETC,NOTMSCATEDON D5 DETAILS SDONOTSCALEDRAWMGS. USEDIhM ONSSHOWN RIS TFMCONTRACIOR9 RE9PoN91BaIIV TOCR039 CHECK DEIAa9 DRAWINGS OR SPECMI®FMREQJ BIIi REQNRED POR'IHC 9UIXE99PI1L COhMLEIION OP'1}a+M9TALLAnON9HALL BE D6 D] DETAILS DETAILS Npp"M" °" s"°WNON M " ,°E a pR "Gs M pT°BE' N ®Nps" BEP RNSM�BYTM SITE DESIGN CRITERIA WRHRELAT®REQNREhMNI90NT1a+eTRUCIIIRAL AND CONTRACTOR PORNO ADDRIONAL C09L N 2 o W OTHPA DRAWMGS AS APPWCABLE. NOTIPYADAIRHOMESOP PTI IWPMAMFLOORJOMTLAYOUT M 6 UO w SEISMC DESIGN CATS RYDL ANYDISCRPPANCIES BPPORECOMhBiJCMG WORK 6)ERRORS OROM6s10NS MANYSCH®N.EORpRAWQJG DO Fn IWPUPPPAFLOORTOISTLAYOUT y NOT REWEVETHE CONTRACTOREDPROMRE9PON91BIWTYPOR V WMDSPPEDS<OR=T095�ph Vad/Iipryh VUC L>KP09 CATEGORY 3)WHEREN09PECIPIC9TANDARD9 ARBAPPWIA TOA 'IFMWORK MTPNDPAMTF@DRAWMGS OR9PECIPICATIONS 90 GENERAL 9TRUCNRALNOTE9 l V MATE♦HAL ORMEIHOD OF CONs9RUCTION TO MUSED M THE SOI GENERAL. STRUCNRALNOTES 15" SOILS BPARMG CAPACITY 25#RDOFSNOWLOAD TO WORK ALL SUCH MATERIALS AN° h@IHODS ARE MAMTAM SI FOUNDATION PLAN ' 1r3 TMSTANDARDSOFTMRM ISMY. SLI Sl1 IIJD PLCORM�PPRAMMG PLAN RCOP PRAhBNG PLAN FFT�I) w 51STRIICIURAL 9=1 DEIAdS 9TR N LDE a9 TYPICAL ABBREVIATIONS zW (L CEMERLQJC CM CARPET xvwc xewiMq VPNlawnoN6A1R SIM sR1aAR a pPFREP(9) CTR CEN,TM CONDInOMNc svM svhMOL ORsvMhM'IRICAL m W O MCH(E9) CRSMK LTM LOCATIONTOBEDEIERIAN® T&B TOPANDBOTIOM FOOT (BEET') DED DEDICATED MAX MAXN111M T&G TONGIIEAND GRCOVE N NIIM1®ERORPOUN° DM DNRIETPA SON MMIMIIM TEW TP PER®ORTPMPoRARY x BY0.4) DW Dmslm WL METAL we TIGHT KNOT CEDAR AB ANCHORWLT ON DOWN NTS tOTTOSCALE TO TOPOP Nc AIXCONDInONMG DW D%s AsF OBH OBSCURE TOD TOP OP DECK CJ Apl ApIL5T(ABLE) pp EACH OC ON CPMPA T09 TOP OP9LAB � T C AFT ABOVEPIMSF@D PLCOR EXT EXTPAIOROREXIE ON OPP OPPOSITE TOW TOPOPWALL F ALOBI. OpllmA TYP i ALTERNATE ALTPANAnVB pp AMISH®PLR TYPICAL REVISION REVISION HISTORY O BD BOARD PDN POUNDAnON n.O=MSTRAN°BOA UM. UNDPAMOU BLDG BUR.DNG ALR FIR PL PLATE UNO UNLESS NOi®O'IHCRWISE II DATE DESCRIPTION z BLK BLOCK FO PACEOP PM POST1£RENGMEPA VERT VPA lcA ti 3 BLKG BLOCKING FCC PACEOPCONCREIE PT PRBHHURE TREAT® NP VPAIFYMFTMD W BS BOTH SIDES FOP PACEOPFMISH PND PLYWOOD Wl WRH W O �' CL CENIERLMC FTS PACE OPSiI)D QTY QUANTITY Wp WOOD 5 CLO CEMMG GYP GYFSIIM READRBQNR® WH WA'TERH A'TER RM ROOM W/O WITHOUT W O CLO CLOSET GYPW GYFsI BOARp(sHEEIROCK) CM CLPAR(ANCE) HOW H WARE SO ROUGH OPPNMG [� ROUGH SAWN CbML COMFORT MOW Hi mowRs SN STONE VENEER CONC CONCRETE ENGINEERED I FRAMING NOTES I FLOOR JOIST NOTES I ELECTRICAL NOTES 2) ENGPHEII® REQNIIEb1EN13 AND DEfAR3 (SEES' SHEhl3) SOPEPSEOE ARG4➢iECNRAL DETAILS POR SAR) ELEbEHS OR E N 5)ALLMANOFACNRER'SBRBEATENNMEOF HHFHSHALL BE A V ARABLE ON THE LOB SITE Ai EIS lID1E OP INSPECI]ON PC FOUNDATION NOTES p seal. WbRR®.SLVE s]xE.LGM oe coezTGE1E (TABLEMozz) uxH eEa ENGDHm: DALE 8R1'BRIOR WALL Si11D3, FDDSE ANO GABAQy SF]ALLBB b6®16'OC 2)WROCTUR MEMBERS(MTRO EAMSNOiEO0i11 BEAE O STBOCMIAL NSN0TMOMER BEAMS ETC) SHALLBEA MIN OP DPh M2, ATTM SHME BEDFR ISE ALLSNCG Ai WHERE F%)LDO W Id ATTACH SHALL BE DF -L k2 ERERElV<)WWDAMtl TREE MB`T)WOODNHO M MVRA10 ME) TREATED (PT)WWD INAQ.tlRDANCE WITH 5)PRMTIAMI STANDARDS 5)P80VMEMIN A SINCd.EORMN.iHLEROTOR UNDER GHDER BEARING PoINTS i0 MAICH if @ NMIBER OP bRMBER.4IN iH8 0 DOOR R XBTR OPENOCS SF W L BE A ME RMMF OF 5" FROM THE PACEOPADT .WALLS ])PROVIDE SOLM HEADERSMOPEMNCSININTERIORBEARING WALLS. S)BEAMSSHAM.BEATTACFItDi0 .AMl TERi0 PWTEEEER PoRi MEMBERSWFMAPPROPRIATEPASI'.. PAST'EfBEHMIN TAMEOINPREATMGMNMHZTEOSPT) WOOD SHAM.BEHOi-0HPEOZINLCO THAALVAM53 WFM bRN COATING WEIGIFf COMPLYING WIiHASIMA IS]. iHH INCLINES NVIS ANO WASF191.4 PEEMTTED TO BE bRiCITAMCALLYDEPoSREO ZINCCO. WTM COATING WEIGIDS COMPLYING WTMASTFIB9`S, CLASS 55 bRN 9) STUD BEIGM H DE REEDEM ON B W AINC PLATE BFI. 2)POUNOAiIOF MSTBMWALLSSHALLHAVBRBINPORCBbBMi .51'TALL.-RPLATE PERENGINExt EMVRTM,STUDS=9PLATB ])BOTTOMRENFORCBbBSJTRMA BEPLA®Ab OP]"ABOVE H6Y3'.S.S-EYP. THEBOTMMOFTIHPOOi1NC 10)SEREECH®tg PLANse S.).RWINWW/WOR <)bRTCGBLSAi EXTERIOR WALES,BJTERIORBEARINC WALL SOLE B. PLAI'IH,AMI INTERIORBRA®WALE PLAi6 THATARB 10)SEBVSHERSPORPRAMMGDETABSASWBLLAS SUPPoRiEOONCONTMITOUSFOUNDA7B.SBALLBBANCHOREO y„I.%y OR'V SHBhl3 iO ELEFOIII�.. WFM MIN Y8' ANCWR BOLTS ®<'-U'OC MM 11)PIR®LOCpNG SHALLBEPROVNEDMEI�POLLOWING ANIXORBOLTSATBOARDENCGARETOBEAMAX. OP12'ANDNOi IpCAiIONi (810211 ): LL MAN]BOLi D1AMETERSFROMEA..OPTHEPLATB _MWNCBALEOSPAGh OF.WALLSANOPARTTB. SECTION ANIXORBOLIS iO HAVEFBN T'EM1BIEObBMi INTO BAREMEMSLABS WSR'PETE POITNO^iION OifOt BJTERIORBEARINC WALLS NJTR HORPANTALLY Ai INTERVALS NOi B%®INGIOPBBT) E. RB RMEE MWEATHER DALE 8R1'BRIOR WALL Si11D3, FDDSE ANO GABAQy SF]ALLBB b6®16'OC 2)WROCTUR MEMBERS(MTRO EAMSNOiEO0i11 BEAE O STBOCMIAL NSN0TMOMER BEAMS ETC) SHALLBEA MIN OP DPh M2, ATTM SHME BEDFR ISE ALLSNCG Ai WHERE F%)LDO W Id ATTACH SHALL BE DF -L k2 ERERElV<)WWDAMtl TREE MB`T)WOODNHO M MVRA10 ME) TREATED (PT)WWD INAQ.tlRDANCE WITH 5)PRMTIAMI STANDARDS 5)P80VMEMIN A SINCd.EORMN.iHLEROTOR UNDER GHDER BEARING PoINTS i0 MAICH if @ NMIBER OP bRMBER.4IN iH8 0 DOOR R XBTR OPENOCS SF W L BE A ME RMMF OF 5" FROM THE PACEOPADT .WALLS ])PROVIDE SOLM HEADERSMOPEMNCSININTERIORBEARING WALLS. S)BEAMSSHAM.BEATTACFItDi0 .AMl TERi0 PWTEEEER PoRi MEMBERSWFMAPPROPRIATEPASI'.. PAST'EfBEHMIN TAMEOINPREATMGMNMHZTEOSPT) WOOD SHAM.BEHOi-0HPEOZINLCO THAALVAM53 WFM bRN COATING WEIGIFf COMPLYING WIiHASIMA IS]. iHH INCLINES NVIS ANO WASF191.4 PEEMTTED TO BE bRiCITAMCALLYDEPoSREO ZINCCO. WTM COATING WEIGIDS COMPLYING WTMASTFIB9`S, CLASS 55 bRN WSMBCTEO TO ROO. W. APPROVED FAS]'ENEIIS (MO]LA & RAR1L6E 5) WSR'RETEPADFOOTINGSEHALLHAVEREIMORCEMINTPER 0 AELA R 6) CATEM WASHER WNFOR BOM LATE NR603.111 SHALL BE PROVNEO THRALL ANCHORBOLIS PLATE WASHER iOBEA MIN OP INCHx ] INaBSx S ]) ADTIDJU 9i POOiRJC DEPif [ AS. NEQs43ARY PER PRMi DEPM REQMREMEFDS. VROPELSPACEVENTILSHAUNDMBON BE PROVNBEERARAEOOFD 1/]IpPEROFBUH,DDRM11FIN SETA S LLBEPROOR .. ]'O CRAAL RG7E REE S.MSFALL CLASSI VAP OR BARNERINCRAWLSPACEPERMANUE SPECR+ICAiIONi 00IN13 LAPPED I2' Ai SEAMS AND EXTEND MM.12' UP POITNDAiIOFI WALLS} SOPPFTS, DROP CPILPI(S ANO WVBCBB,RJGq w�. v�n� -MWNCBALEOSP .BETWEEESTMRSTRERRRSAi THE TOPANDBOTTOMOFTHERN -Ai OPEERESAROUND VPMS,P.,DU.,CAREER AND WIRES Ai ®LTM AND MOORLEVBL WTMANAPPRO. MATBMALTOREEISiMEFREEPASSA EOPPIAMEAND PRODLCISOFWFBI.. -ATCH6MLY .FlREPL . 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APPROVED FAS]'ENEIIS (MO]LA & RAR1L6E 5) WSR'RETEPADFOOTINGSEHALLHAVEREIMORCEMINTPER 0 AELA R 6) CATEM WASHER WNFOR BOM LATE NR603.111 SHALL BE PROVNEO THRALL ANCHORBOLIS PLATE WASHER iOBEA MIN OP INCHx ] INaBSx S ]) ADTIDJU 9i POOiRJC DEPif [ AS. NEQs43ARY PER PRMi DEPM REQMREMEFDS. VROPELSPACEVENTILSHAUNDMBON BE PROVNBEERARAEOOFD 1/]IpPEROFBUH,DDRM11FIN SETA S LLBEPROOR .. ]'O CRAAL RG7E REE S.MSFALL CLASSI VAP OR BARNERINCRAWLSPACEPERMANUE SPECR+ICAiIONi 00IN13 LAPPED I2' Ai SEAMS AND EXTEND MM.12' UP POITNDAiIOFI WALLS} SOPPFTS, DROP CPILPI(S ANO WVBCBB,RJGq w�. v�n� -MWNCBALEOSP .BETWEEESTMRSTRERRRSAi THE TOPANDBOTTOMOFTHERN -Ai OPEERESAROUND VPMS,P.,DU.,CAREER AND WIRES Ai ®LTM AND MOORLEVBL WTMANAPPRO. MATBMALTOREEISiMEFREEPASSA EOPPIAMEAND PRODLCISOFWFBI.. -ATCH6MLY .FlREPL . Z)PLOOR IOHIS SHALLBBBLOCI3OPBRiHB IOHi I)A.M,.CMBONOPBLBCI]UCALOVIlLI$BLBCI]UC MANWACNPBRS INSiRLCT10N3 BEERTANGS BEATERS, THE EALBiATRANDALLBLBCI]UCAL ])PIILLDEPMBLOCpN RMH BEPROVB)EDAT.MEDIATE COMPoNINIS SHALLBBDEfBRMEJ®BYiHBBLBCI]UCIAN IOISi SDPPoRIS, pNp INSTALLEDMWOE 4)LA]ERAL RESTRAINT OF MOOR AT. ATIOHi ENCG TO BE 2)ALL .RABL ... BATHROOMR, HALLWAYS, 5) E RM TO BE IIIINC TO BEAMS HELD OP IN MW R SYSTEM MANWAC BSTS T SPPCR+D EUMB' OM.Y ])OPFSEf IOHIS iO AVOM PLOMBING ETC PERIOISi LAVOOi ANC/ORMANWACf11RER'SSPECMCAiIONS OFFSETS SHALL NOT I FLOOR PLAN NOTES I 1)BEDROOMRHABTTABLEATHtS,AMIBASEMENTSSHALL BASEMENTS HAVEMOLi1PLEBEDROOMSEAIXBEDRWM SHALL HAVEANEGRES... EGRESS WINW WS SHALL MEETTHEFOLLOWINCREQUE EENTS: -SILLIEETMNOi MORE THAN 0PAFF -CLEARNETOPENINGAREAOF57SF -.....OF." -CLEARNET OPENING WIDTHOF NV' B WIIDI .OPEMNCOFANOPERABLE WINWW HMORE THAN72'ABOVEMUDETHESILLSHALLNOi BELESSMAN N"AFF HTHESBLHEIC mLESSi lA l,THEWINWW SHALL BE EQUEEEM W ..O..L. WbffLYING WFMASTFIF 1119> APROVNEASMOKEDETECTORINEVERYBEBROOMPR M A E.mm NNCARETM.Y%NE/SMOKEDETECTE THE WtaAONSPACE (HALLWAY, WNIH RWM ETCI ONEACH PWOR CO/SD DETECTOR iO BE WIiHPI l<' OF EACHBEBROOM ONA SINCLEPWORPERPLANLAYOUT SMOKEDETECTORS A BATHNB OR AREQUEUM.FSS TMS WRLI PLA(SMENf OF AREQUIX®SMOKEALARM HEATER L W Ai . OF APPMCABlTB 5) NATURAL MGH T TO BE PRO VMM Ai A RATIO OF M OF PWORAREAOF..TAB . ROOMS NATURAL VENTILATION TO BE PRO VMM Ai A RATIO OP <%OF FLOOR AREA OP HABRABLEROOMS. RA EQERIORWALLSUREMGESAND�TOBE SFEMG. W MM"GYP BD,ORAS RHZMRED PER WCAL RIRHDICf10NALREQMREbRMS.= WRLMCI.UDEANY ACCESSIBLEUNDEESTARtLWAilONB ALLTURXBOWER EM`PLYIl/Z'MRLLHAVEWATERNHHFHREWA W. ])APPLYI/2'GYPBD RGARAGE SNEOP TIREWALL (GARACEh®IEE SEPARATION WALI3}COMEJUE IR"CVP W SHEA E BIJG OR APPLY I?' GYP BD TO GARAGE LN (SEE PLAN PORSPECECLWAi.) B+i11GREHBABRABLE SPACE ABOVE THE GARAGE i1H MD SHALL BA V E 5R" TYPE'S GYP BD, ANO ALLSUP LREQ WALLSIR"GYPBOEREME RIRHDICf10NAL REQNREbBMIS MAY SUPERSEDE if BASE REQUIXEM1EJIS-CID:.IXW1Ef[BOCALRIRISDICHOIQ SWRIXWATSMLLEO MGIRMGPTMEMNROFTWO ])ST0 ARTE3 bRHi BERLMRNAiEOMONEOPiWOBOAYS: Q AREIPICIALMGHTMM.. VI©MTYOPE) LANDMG(M BOTTOM, ANDEM7H.IATE). b) MEWAC1AL MGHTMG O V ER EAIX MOI V MITAL STARtWAYSECfIOFI 6)STAIRWAYS SHALL HAVE HAVEA CONTROLSWIiIXAi EACH R. 5)Ai LEAST OFH WALLSWIiIXCONTPOLLEOMIXTPIG THEEXTERIORSMEOP EACHOUMOORE(HESS DOGR HAVING MUDELEVELACCESS, INMUDINGOUMOOREGRESSDOORE FORATTACHEDGARAGESANODETACHEDGARAGESWTM R.M. 5)RAERRHOODEXEAURTPANRATETOBEMEx 150CPM OBATHROOME%HAOSi PANRATETOBEMD4 SOCPM 7)PROVNE0)WNTMIA.OPERATINGE%HAOSi PANPER HOMESEEPLANSPOR LOC . S)RECEPTACLE00]LEISSHALLBEDHTRR3VTEDINEVERY HABRABLE ROOM (KRCHEN, BEDR W M, LNMC R W M, DMING ROOM,ETC)SOMATNOPOINTMEASUREDHORHANTALLY WALLCOUMERTOP SPACEMAT. U"OR WNERANDSO THAT .PoLMALH MEWALLLMEHMOREMAN2CPROMAN 0... 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OP3) POI1NOAilON VPMS AREBe1S®DNA SCRPEN®16' x 6'VPM WRHANEI-PAPE VENnLATMG ABPA OP'IiSQ M PER VENT FOUNDATION AREA SO w AREA m3,012 E c 443 sQw VENTS QLTRED VENTS 9 PLAN JOIST LAYOUT NOTES 2)=1=RPPRESPNiS FLLL OPPTH BLOCKMG Ai lO15i ENDS (WIdRJ 1019T9 PNO AT MIPAIOR BEAROJG WALLS) ANO INIERh@OIATE IOISi S W PoRiS. 3) POR ADDITIONAL NOTES ANO OJPORMATION SPE PLR 101ST P 4)F ANO DRAWMGS 4)R R OR 1-193/16' (1'-03/16") 9 - 1 72 13/18' (14'413/16') 2-3838" (3'-23/8') 16-10-192" (16'-0'9 3- 57 56" (4'-9 5/8') 8' O 9T L 13-2495/8' (20'-95/8') 6-1153/16" (9'7N16") 14-268 13/16' (22'-013/16') ]-1343/8' (11'-238") 24'-15-288' (NWI) 8-153 5/8' (1Z -95A") OW OP E. P C Pi . FE PN Ow L.T e C u• O• 3/4' ffi R 1 6B G AL t .1" CPI 1£ 11-1 17 BL G 1 'IE QI PN 10 TS 'TS,T .N �dl foa C G PA T- GPo - _ PLNOC9 I iLf O P T 1 CS Oc Fl? 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OP3) POI1NOAilON VPMS AREBe1S®DNA SCRPEN®16' x 6'VPM WRHANEI-PAPE VENnLATMG ABPA OP'IiSQ M PER VENT FOUNDATION AREA SO w AREA m3,012 E c 443 sQw VENTS QLTRED VENTS 9 PLAN JOIST LAYOUT NOTES 1/8" - 1'-0" FTMIIOSILL6ANCHOR BOLTSPACMGPER PNGMBm (BOLTS MAX I1"FROMED EKDS) ANCHORBOLTSTO PROTRWEII/P'ABOVE 'IHCCONC. FON WALL FDN PLAN NOTES 1) see ENGMem's NOms axeei POR Ga mxnl. PouNownoN PLANNOTPS ANO RFgNREhQ+N'IS 2) ®=BEARRJG WALLS iHAi ARE9WPoR'IPA ON CONTMIl FWTMGS ANORP,QIIIXEANCHORBOLi m CO"DLkMETM ATM F 3)i"OIAh BLOC AN OS" 'BLWATPALRJEBLOCKOIIi 9Lrvm,RLUG3BLocicovr LocwnoN�)TOBemexruneooN srrE 7MEDO m xuQwun 5) 0 =v1M9 PROD®IT®RJ ESS Tl 14 � CRIPPL9 WALLS W A STUD HEIGHT /I IP'SHA TBE CONLIN THEDONOLEELE9H ME T09TRI1Ci11RAL TOP& BOTTOM PANBL9 VASTLNPDiOBOniiOP& BOTLOM PLATES. EASTEN DTOB BOTH PL 6)ALLPORJAS PARALLPL i0 SAR T MENDTODE.4LL5 iF@ FLOR 10618 ARE i0 PS'IPNO i0 OLCKING (t)AT 9)NELLOCATONA,O)ATNO920FT SORLBARG, PANEL LOCATION ffi(1) ATMIN. 10 PL 9PRARAnON. VENTILATION 1) iF@iOTALNEi FRPE VPMdwnONARPA SHAI.LNOi RECESS THAN I/3W OPiF@ARPA OP'1}d+CRAWL9PACE WIIHiF@L5EOPA CLASSI VAPORREIAROPA MATPAIAL.iHPAESHALL BE ONE VPM hON WITHINSOP PACHBW.OMGCORNER (OR9CR4C4;¢ POI1NOAilON VPMS AREBe1S®DNA SCRPEN®16' x 6'VPM WRHANEI-PAPE VENnLATMG ABPA OP'IiSQ M PER VENT CRA AREA SO w AREA m3,012 E c 443 sQw VENTS QLTRED VENTS 9 PRO"DE0 aVevrS VENTS PRONOEO 8VENis JOIST LAYOUT NOTES 2)=1=RPPRESPNiS FLLL OPPTH BLOCKMG Ai lO15i ENDS (WIdRJ 1019T9 PNO AT MIPAIOR BEAROJG WALLS) ANO INIERh@OIATE IOISi S W PoRiS. 3) POR ADDITIONAL NOTES ANO OJPORMATION SPE PLR 101ST ONSHPEi'M. 4)F ANO DRAWMGS 4)R MTALMAMIPACINtE1C99PEQPICAilON9 POR OJSTALLAnON JOIST LAYOUT FOR 19.2" SPACING 1-193/16' (1'-03/16") 9 - 1 72 13/18' (14'413/16') 2-3838" (3'-23/8') 16-10-192" (16'-0'9 3- 57 56" (4'-9 5/8') 11 - 211 3/16" (17-0 3/16") 4- ]613/16" (6'-013/16') 12- 230 3/8' (19'-2 3/89 5-5-96' (8'-019 13-2495/8' (20'-95/8') 6-1153/16" (9'7N16") 14-268 13/16' (22'-013/16') ]-1343/8' (11'-238") 24'-15-288' (NWI) 8-153 5/8' (1Z -95A") STRUCTURAL NOTICE: 1. BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" SHEETS ARE TO SUPERCEDE ANY DEPICTED ON THE ARCH. SHEETS. 2. PROVIDE SINGLE OR MULTIPLE STUDS UNDER BEAMS, HEADERS, & GIRDER TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER UNLESS NOTED OTHERWISE ON ENGINEER'S "S" SHEETS. 3. ALL WINDOW & DOOR OPENINGS UNDER 6'-0" WIDE ARE TO HAVE SINGLE 2x TRIMEER U.N.O. BY THE ENGINEER. 4. PROVIDE DBL 2x TRIMMERS UNDER ALL WINDOW & DOOR OPENINGS 6-0" OR GREATER. THIS PLAN IS FULLY ENGINEERED REFER TO ENGINEER'S 'S' SHEETS FOR ADDITIONAL STRUCTURAL, SHEARWALL & HOLDOWN INFORMATION N M N FRAMING PLAN NOTES �O 1) BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" SHEETS ARE TO SUPERCEDE ANY DEPICTED ON THE ARCHITECTURAL SHEETS. o A. a 3 2) PROVIDE SINGLE OR MULTIPLE STUDS r. UNDER BEAMS, HEADERS & GIRDER TRUSSES II 4'-3"s•-n• ns• n•4• TO MATCH WIDTH OF SUPPORTED MEMBER N * UNLESS NOTED OTHERWISE ON ENGINEER'S r. Q +wa sL a 4D a0s0 ax a0sosn "S" SHEETS.. W 3) ALL WINDOW & DOOR OPENINGS UNDER (` 6-0" WIDE ARE TO HAVE A SINLE 2x TRIMER CD �FW� UNLESS NOTED OTHERWISE BY THE N Q Q ENGINEER. 4) PROVIDE DOUBLE 2x TRIMMERS UNDER _ ALL WINDOW & DOOR OPENINGS 6-0" OR = O GREATER 2 tl,-T• 11-10 la., N o INT. & EXT. SWING DR. FRAMING o 1) ROUGH OPENING WIDTH TO BE THE --- DOOR SIZE+2" UNLESS NOTED OTHERWISE 0.1 ON PLAN OR BY MANUFACTURER'S b SPECIFICATIONS. = w" ., - — � ��rse 2) ROUGH OPENING HEIGHT TO BE 82 5/8" FOR TYP. 6'-8" DOOR, U.N.O. PER PLAN OR Cil W fSr x•-m oma Ali MANUFACTURER'S SPECS. (Y) e e'-z vz•-s vz• x••-e• 3) ROUGH OPENING HEIGHT TO BE 98 5/8" �� as o� �vna� FOR TYP. 8'-0" DOOR, U.N.O. PER PLAN OR (� Z MANUFACTURER'S SPECS. �--� o Fti A WINDOW FRAMING NOTES W as xs0ez e TYPICAL HEADETR HEIGHTS TO BE AS eee a --- �exPexeNcaNeexw_--- - FOLLOWS U.N.O. ON PLAN: BEARMGPPA PNGINPER b �._p„ ax eax etnb5 soso�x a=�O_= �a� Asa•MAIN FLOOR -8'-11/8"PLATE : 6'-111/8" W w-a• a 04•: •-101/2' 20-0• r-mxn•• MAIN FLOOR -9'-11/8"PLATE : 7'-111/8" u y a0-a• FT+1 `ad a UPPER FLOOR - 8'-1 1/8" PLATE: 7-13/8" MAIN FRAMING PLAN v U U rn THIS PLAN IS FULLY ENGINEERED lok W ~ REFER TO ENGINEER'S'S'SHEETS FOR ADDITIONAL Q¢ STRUCTURAL, SHEARWALL & HOLDOWN INFORMATION "" a r. O L'-53M19• i'-vyie a-avie.CD LS�.R6I ROARGTYP PPRENGMPFR O aFwWr� ON rUi�gq w' s O 0 � 0 N 11061 BLOCKMG� P (9. V �45'O.C�PARALLEL IC IA 101818, TYP LLNO -'i IS S R _ W PL O � m N � UPPER FLOOR JOIST LAYOUT x STRUCTURAL NOTICE: j 1. BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" F SHEETS ARE TO SUPERCIDEANY DEPICTED ON THE ARCH SHEETS. 2. PROVIDE SINGLE OR MULTIPLE STUDS UNDER BEAMS, HEADERS, & w GIRDER TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER UNLESS NOTED OTHERWISE ON ENGINEER'S "S" SHEETS. 3. ALL WINDOW & DOOR OPENINGS UNDER 6'-0" WIDE ARE TO HAVE SINGLE 2x TRIMEER U.N.O. BY THE INGINEER. Q W 4. PROVIDE DBL 2x TRIMMERS UNDER ALL WINDOW & DOOR OPENINGS 6'-0" OR GREATER. THIS PLAN IS FULLY ENGINEERED w ~ U R' REFER TO ENGINEES'S'SHEETSFORADDITIONAL INQ¢ STRUCTURAL, SHEARWALL & HOLDOWN FORMATION JOIST LAYOUT NOTES 1) �=REPRPSPNis PULL t7CPIx BLOCKMG wi 101si HJOs (1VF@N106i9 PNO Ai MIER10RBPARMGWALL8) ANO MiPAh®IAIE 1061 SIIPPORiS R) POR MOIiIONAL NOTP9 ANO MPORMAiION 9EE PLOOR 10191 NOiP90N SF@EI T. 3) RPPERTOMAMNACIIIRER99PPCIPICAilON9 ANOORAWMG9 PORMSiALWiION Y)L5P90Lm FmR3MANV OPPNMGS LOCA'IPAMBEARMG OR SiAIXWAV SIIPPORi WALLS, TYP 5) HANG PLOOR 101915 i0 BEAM9 M PLOOR S V SiPM PPA I W P JOIST LAYOUT FOR 19.2" SPACING 1-193/18' (1'-]3/189 9-1]213/16" (14'-413/16") 2-383/8' (3'-23/8') 16'-10-19T' (16-c')3-5]5/8" (4'-95/8') 11-2113/16' (17-7 3/16') 4-7613/16- (6'-413/16") 12 - 230 3B" (19-2 3B") 9-5-M, (9-91) 13 -249 SB" (2tl-9 SB") 6-1153/16" (9-]3/16') 14-268 13/16' (2T-413/16") ] -134 3B" (11'-2 3/89 24'-15 -288" (24'-tl9 8-15358" (12'-95/8 ') a r. O L'-53M19• i'-vyie a-avie.CD LS�.R6I ROARGTYP PPRENGMPFR O aFwWr� ON rUi�gq w' s O 0 � 0 N 11061 BLOCKMG� P (9. V �45'O.C�PARALLEL IC IA 101818, TYP LLNO -'i IS S R _ W PL O � m N � UPPER FLOOR JOIST LAYOUT x STRUCTURAL NOTICE: j 1. BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" F SHEETS ARE TO SUPERCIDEANY DEPICTED ON THE ARCH SHEETS. 2. PROVIDE SINGLE OR MULTIPLE STUDS UNDER BEAMS, HEADERS, & w GIRDER TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER UNLESS NOTED OTHERWISE ON ENGINEER'S "S" SHEETS. 3. ALL WINDOW & DOOR OPENINGS UNDER 6'-0" WIDE ARE TO HAVE SINGLE 2x TRIMEER U.N.O. BY THE INGINEER. Q W 4. PROVIDE DBL 2x TRIMMERS UNDER ALL WINDOW & DOOR OPENINGS 6'-0" OR GREATER. THIS PLAN IS FULLY ENGINEERED w ~ U R' REFER TO ENGINEES'S'SHEETSFORADDITIONAL INQ¢ STRUCTURAL, SHEARWALL & HOLDOWN FORMATION JOIST LAYOUT NOTES 1) �=REPRPSPNis PULL t7CPIx BLOCKMG wi 101si HJOs (1VF@N106i9 PNO Ai MIER10RBPARMGWALL8) ANO MiPAh®IAIE 1061 SIIPPORiS R) POR MOIiIONAL NOTP9 ANO MPORMAiION 9EE PLOOR 10191 NOiP90N SF@EI T. 3) RPPERTOMAMNACIIIRER99PPCIPICAilON9 ANOORAWMG9 PORMSiALWiION Y)L5P90Lm FmR3MANV OPPNMGS LOCA'IPAMBEARMG OR SiAIXWAV SIIPPORi WALLS, TYP 5) HANG PLOOR 101915 i0 BEAM9 M PLOOR S V SiPM PPA I W P JOIST LAYOUT FOR 19.2" SPACING 1-193/18' (1'-]3/189 9-1]213/16" (14'-413/16") 2-383/8' (3'-23/8') 16'-10-19T' (16-c')3-5]5/8" (4'-95/8') 11-2113/16' (17-7 3/16') 4-7613/16- (6'-413/16") 12 - 230 3B" (19-2 3B") 9-5-M, (9-91) 00 FRAMING PLAN NOTES 1) BEARING MEMBER SIZES NOTED ON STRUCTURAL ENGINEERING "S" SHEETS ARE TO SUPERCEDE ANY DEPICTED ON THE o p, ARCHITECTURAL SHEETS. 4a -a• 2) PROVIDE SINGLE OR MULTIPLE STUDS io-u vz• UNDER BEAMS, HEADERS & GIRDER TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER P7 UNLESS NOTED OTHERWISE ON ENGINEER'S O ^oQ "S" SHEETS.. 3)ALL WINDOW& DOOR OPENINGS UNDER ,�—� _IW 6'-0" WIDE ARE TO HAVE A SINLE 2x TRIMER CD �¢�>�y UNLESS NOTED OTHERWISE BY THE ENGINEER. 4) PROVIDE DOUBLE 2x TRIMMERS UNDER s 0 ALL WINDOW & DOOR OPENINGS 6'-0" OR o GREATER. INT. & EXT. SWING DR. FRAMING 1) ROUGH OPENING WIDTH TO BE THE DOOR SIZE +2" UNLESS NOTED OTHERWISE ON PLAN OR BY MANUFACTURER'S SPECIFICATIONS. a 2) ROUGH OPENING HEIGHT TO BE 82 5/8" QI FOR TYP. 6'-8" DOOR, U.N.O. PER PLAN OR N MANUFACTURER'S SPECS. M j(jsy.P�7. V 3) ROUGH OPENING HEIGHT TO BE 98 5/8" FOR TYP. 8'-0" DOOR, U.N.O. PER PLAN OR W ~ MANUFACTURER'S SPECS. ai WINDOW FRAMING NOTES W a TYPICAL HEADETR HEIGHTS TO BE AS FOLLOWS U.N.O. ON PLAN: W MAIN FLOOR -8'-11/8"PLATE : 6'-111/8" MAIN FLOOR -9'-11/8"PLATE : 7-111/8" UPPER FLOOR - 8'-1 1/8" PLATE: 7-13/8" CJ z UPPER FRAMING PLAN 0 THIS PLAN IS FULLY ENGINEERED w ~ REFER TO ENGINEER'S'S'SHEETS FOR ADDITIONAL Q¢ IN STRUCTURAL, SHEARWALL & HOLDOWN FORMATION xs3'a^ Suva^ e -s vin-, nws^ 63/0" 4.-a. 40405E 6 6 36104E 46108E I I ws ? � I n •- •� l'-Bln'• c °66 11'-612• T 6• •.T 6x 3'. 3' 6' 8312•• PRAM1@D1V ]2"x831/8' _aate c u w6a '658 xsEa 3-0° a wiiwCx GIMOt - POtHJGINPER qq: GIRGOtiRI1SS ABOVE QQ- 1030FX GIMOtiRI1SS ABOVE fC I wnwcx cm�Ex mso Asx PER PNGINPER - aososx aoso ax ' a s• -s In^ a' la•s vr' VLNTdAT10N: -PROVIDE I/]09M VENTILATION. M1HN <0. RVPNOTMORET OFSS BVvLN EOF LV IIPPERPoRTIONOP9PACE RALANCEOP LREQ. vLNTdATION PROVmED BVL... ANDbREAVE VLNI9, (DOES NOTAPPLV TO ICE&SNOW AREA) ac STUDS eq le'Dc ALL IXTERIOR WALLS 3x< ORP LVTE9IORPART UNO ONO. wALL wsuunoN R-vv.uE: R -v Y<"T&G9IIRFLMRON IP' WM0.1J019T9 (d 19,2" OC, ALL. PERENGMFSROVER WLVDOW &DLbR OPENLVG9 (sEE9'9HEER) R' WmE OJNC PDN WALL ONCONC. PP IINO UNO FNGLVEIXTVR SECTION A 1/4" - P -OR OVER WAPE9BOAPD (T9ACTION SIDE IIP)PERFNGLVEER W/Y@'CIX PLV W WDONOVEPHANG9 ON M1H+D TRI19s® (dY-0"OC. FA9TENTRI199E9 TO WALL W/HURRICANE ANCHORS. 12 zz:::�6 PLATE LOC sxFwaw,v.L scxmuLELE 9EEDEPAIL Mb1 ATPAIX1019T9 W/LEDGER PERDEPAd I/DI FPrygH®GPADEBV ,CyUy �y F n .. OWNE99LOPEDTOOJDE z ��-' � [�L� ✓O NOTE:PROVmE19'x9'9CRELV®VENTS MLV ISQ F OFFREEVENTAREAFOREVER W Ey' SQ. n OFCRAWLSPACEFLWRAREA&TO .LAV. CODE PER MMI ml'RLT4N190P 3 0 O z � w � N 0 z 0 THIS PLAN IS FULLY ENGINEERED �! REFER TO ENGINEER'S'S' SHEETS FOR ADDITIONAL ATPAIX1019T9 W/LEDGER PERDEPAd I/DI FPrygH®GPADEBV ,CyUy �y F n .. OWNE99LOPEDTOOJDE z ��-' � [�L� ✓O NOTE:PROVmE19'x9'9CRELV®VENTS MLV ISQ F OFFREEVENTAREAFOREVER W Ey' SQ. n OFCRAWLSPACEFLWRAREA&TO .LAV. CODE PER MMI ml'RLT4N190P z � w � z THIS PLAN IS FULLY ENGINEERED �! REFER TO ENGINEER'S'S' SHEETS FOR ADDITIONAL q STRUCTURAL, SHEARWALL & HOLDOWN INFORMATION ATPAIX1019T9 W/LEDGER PERDEPAd I/DI FPrygH®GPADEBV ,CyUy �y F n .. OWNE99LOPEDTOOJDE � ��-' � [�L� ✓O NOTE:PROVmE19'x9'9CRELV®VENTS MLV ISQ F OFFREEVENTAREAFOREVER W Ey' SQ. n OFCRAWLSPACEFLWRAREA&TO .LAV. CODE PER MMI ml'RLT4N190P THIS PLAN IS FULLY ENGINEERED �! REFER TO ENGINEER'S'S' SHEETS FOR ADDITIONAL q STRUCTURAL, SHEARWALL & HOLDOWN INFORMATION 0 oma � 3a' �' 3tl' ]a' @" lS. 3 y�. by gp• � O N � vow a - , ,�rSw ee D SPAM mSIDEV W PACMGGR T8 M PACMGR GB 3 O R _ SPACE�GE N DW SPAM--- pO 30' t%' ]a' t%' 14" KITCHEN CABINETS 0 0 IMP Tf"x39' m6'x36' 60[RGR h1IRRGR m ' BASM WASE DRYER Z W SPAM SPACE O T H z 39' 1%' 39' 74, d' V MASTER BATH BATH #2 UTILITY CABS. CJ z NOTES° z a 1. ALL CABINET DIMENSIONS SHALL BE CONFIRMED AFTER COMPLETION OF PyC © ROUGH FRAMING. O o 2. ALL DIMENSIONS MAY VARY, AND THE CABINETS ADJUSTED AS NECESSARY. x U o q 3. ACTUAL CABINET DESIGN TO BE DETERMINED BY THE CABINET MAKER. • • F z 4. MOUNT UPPER CABINETS SO THAT THERE IS 18" CLEAR FROM BASE OF q '" UPPER CABINET TO TOP OF COUNTERTOP (20" CLEAR FROM BASE OF UPPER CABINET TO TOP OF COUNTERTOP WHEN VALANCE IS USED). sr AT TOP 11ATT A. 111. Q TH �nn mPATH TT0FOOPPN AT -.]D "')o. ISo,RT D� rvN�DReO. � o � 3-1- ..I TC). R Rio x N Iecs p>mmPmPmarv.Ds 14W eu5s mLOvu Tm➢suePwoc--1-iPRO —i — =1---111-111 =1I1=i � "Wj Q AFTHEOFFETACKCRIPPLEOR RPARMO WALL P.M PL AN eecenmereen O W M. AT. MHAVPDOAM -TEWIMS-Atur woo aw.se.LeR wGLLe �Dmi CHIPPHANoc �,�, JOIST BEARING, PERPENDICULAR WALL o QQ _ L scu.a.vx=�o erimromaD, 1 ReDwORcmameeeRerimneeuna m O o I, a v]sp.MO]...ARPClF reo.FI ewrm o N – amu uesreuw.0 Rue@OFI� axiry 0 . FNATRDR =III=III=III- R Mw.IANRAReePR.MOD.RD Q Pa �r.am ex. a roe rre- sreuw.urxi«rrma 111 n.cx zwer..re.cxnarro +4 arcx eeReemrveec� •••— P'urorweICNOPHewOFICEPemCoc iy NFIONNENNAPPEPHOT IF 1 FOUNDATION & FLOOR SECTIONP ,v�W a a�s�.H.u. ��=AIL � orsrncexowwnrnuv $ ...OF.. 11 1 I Ilk ox. aAR.PEDOOR Poarrow.wsa.u�DooR 111 FA Nw t.D.� DRD.roDRCP .TDA HOP Ik_ D De rDDDR II' r' aDoaDwR,M. l_ h roeewre 4 is �I LOPTICP,o1sT roDR®Peo� OPR�DmDroIa Aeons HMODPa.PT..w IL — FRAMING DETAIL roM �-111ii AMINO DEN, w sTRDo,T�R IFPD,.I evweeeRewry 1 _ ePIPLAN aurws]ze _ 0 M. �� ®P N De D W uL-L---- ____� FOUNDATION at GARAGE DOOR TM' GAR .TYPE1 eowDeR-.ceu.Teo P.srerrens ,GMAN DOOR DETAIL .RCA.ODTeeRe.NryeR -- AE e v. P� m W w^ 4a STEPPID FOUNDA�T ODN IFTHE Peo1.`D �o� — ..]mATeoo ro BmorvR R D NIWW61JOIST�OP COVe0. SDB� TOP oPwrvFIFT- 1 er N. p SII- as COi �i O a ISTPLm� IT - O • • D61De PA®OP ' 'Rf' � aa.m�n. D HAN W z snowry �c.o. Roove.w.v. © Q W • venrvor I. oNmMIFEFACEOF x o Q CON se.rne s PLAN ccf-va eeuerePeR .TxaDwNtrosmePo�'rs EoeeRexaneeR PATIO. T'FFFP,A''�wTooeHIPH- THOtoveemeoPTxe �re we IFT. eOR PMuuR.Rra.m ATOAPATTPmenDOPPOIsT3� , CRAWL SPACEACCESS gSUBFLOOR INSTALLATION 9 SONOTUBE PIER TO PAD FOO TING CONNECTION Da�e�.re�DNaDae.® _ wsuwreWary Q D ® iara�vawolreta�xa IrteuwnorvNxo) r�arvDNxo) wawsm o� .wa.s - Ne.ee D.wrws(oDr.rexrGARADS.Nxo) µm..13F _rvo® Q g]O u wzzrtwwNxo) vmry - T ®a (ow �illU OED. .eexerx.nrnwmewuAS-.MM, ONN 5y" II v] W INT wu FRA. EXTERIOR WALL DETAIL INTERIOR/GARAGE TRANSITION WALL THREE STUD CORNER W F aro _ CD a p O Dz. roeewre De�ixroeewre m N AsMDU3. eeaewry ASSISTS. SSSIIS .eaeeaewry 0 arrow on e een op. arrouon S 0.1 w.eeaewry L�o eeaeury �L �L N � � FRAME DOWN INTERIOR OPENING DETAIL M N °> NOTM pg NOTI:M.� .OR a ]PfF W yl oramvlw.' wow&uea[>S rvoi®om[rzww[� F•L' o a em Aan.wi� WTA HEAT em .an. wil v. r.w.xew vaen.T lX .TNFlA. TNF. OPTIONAL T-I IA' PLATE m W ES DE wS x Q SSA°Ksro arv«KS F. AM .,ma.N:mh�rro �' U z F s In eWrraw U DO U III JW 11 11 z� onvw, rvw. SIANDARDB-11/8"PLATE �© Vi [� (y oevan xe.rea ..wew KN..D .tm ruemreaSQu.ae rwwer�m O p> %8 EXTERIOR WALL FRAMING een %b EXTERIOR WALL FRAMING %O EXTERIOR WALL FRAMING ,fid EXTERIOR WALL FRAMING U o w^U .De. x. �.D .rr�w�u.waroow .De. x. 7o .rDD�re�waroow .De. x. �.D .rxarxe.oaswwaDDDa .ax. x. 7w' .re®.e. wr.ww. ��. Q�wu OF ro �a (';-)%BEARINaa > EXTERIOR WALL GABLE END (� SO F MY. (§2 / u Q/§ \ \�5 . � (';-)%BEARINaa > EXTERIOR WALL GABLE END (� \�Soom (§2 / u Q/§ \ \�5 � =r () OF~ wK =u== �;-c \� } } \\\/ »� |( _LTI�CESS FIAT TRUSS eGABLE END !/VER-_ING DETAIL (§2 / u Q/§ \ \�5 � =r () wK =u== �;-c \� } \\\/ |( / � \ � � =r () wK =u== �;-c *_ex } \\\/ E )b o � � / � \ � � =r a wK =u== �;-c *_ex } \\\/ FROM TYPICAL CLOSET SHELVING �d s �e mrs O�y, WATER HEATER DETAIL (GARAGE) m.e. vz .,.v imio.- ..M]Ap� :..,gym ro�sewR.ro�eR,r�mR��m.R��— �roea�em Z MGeHMEWW,m m WEVDO AFF W,m a: : smrvwrecrwm mn rw.eeDex mm ro a _ I ""'"a uemeRsrre Roonreer I I R�ea�w.em�u«a I I VI 'I�� mwrrecwRwwv ;.cmrecwRwwv r ICAL.F ee�wewsauss emGPERME SER ems . �emw�oR z Ria wm , a EVncnLwuwow' znvu. znvu. za oseszwwrxmo W Erncwwmvow ATM -OC euuwse euw.rose �e n�� I I I .E..m'PEE ve R / a, rz� ow TT�R rvu��(rs wmq zMrR�m�rrreoz I I I I I I z .. oa ON U vxNj O� coq O � arSw x�o� .p 3 (] O m N sm� 0 0 0.1 O�y, WATER HEATER DETAIL (GARAGE) m.e. vz .,.v imio.- ..M]Ap� :..,gym ro�sewR.ro�eR,r�mR��m.R��— �roea�em Z MGeHMEWW,m m WEVDO AFF W,m a: : smrvwrecrwm mn rw.eeDex mm ro a _ I ""'"a uemeRsrre Roonreer I I R�ea�w.em�u«a I I VI 'I�� mwrrecwRwwv ;.cmrecwRwwv r ICAL.F ee�wewsauss emGPERME SER ems . �emw�oR z Ria wm , a EVncnLwuwow' znvu. znvu. za oseszwwrxmo W Erncwwmvow ATM -OC euuwse euw.rose �e n�� I I I .E..m'PEE ve R / a, rz� ow TT�R rvu��(rs wmq zMrR�m�rrreoz I I I I I I Meer.erRM... %, TRUSS ATTACHID WITH LIDGER 4cl seas.srrse,®Laasl: www, ww.ruee�nrne uer�a z .. a U O� z� x�o� .p ALIAMMNCT.. sm� EmrETMm TMMM�� TM M" N.— — m =. Re.ewe E M� ., om MRem,� ATM.. EMRV ROORBRIELRE EMRV ROOR5RlELRE TIONAL CRAFTSMAN TRIM OPTIONAL ARCHITECTURAL TRIM %,FULLB-WRAP WINDOW TRIM AND/OR SILL &.APRON � �e m Meer.erRM... %, TRUSS ATTACHID WITH LIDGER 4cl seas.srrse,®Laasl: www, ww.ruee�nrne uer�a z .. a U O� z� x�o� j II smrtweenmzvvnory I s oven vowaeexeurvvnory I II _ ®µo rneeoro E.I xousweee O. eeoina S.w. n.emorva I rveeoro z m.vvmw - mes I I mown �l smwo �3 n .v. eacruoeowr °o e1..wwoex e F. e Q O N v. ruueexeury n.um U x ..Op.i sew,v.rnuzrmwr E.PTOMPOF � �N> � W e am saomwn ; e eeasurv�nssee�. I se"wrvemW.eemrvr w F ocuooc cu'wwwem p U � � I I� W�W v�QQu: I� WINDOW HEAD FLASHING WTTH TRIM FLASHING AT SIDING TRANSITION Zb 3 I OF rxoe ° O N rocouoxoeewrm II Q sic reasueaoon II II smrtweexesev�nory II I o EXTERIOR DOOR DETAIL II S 1 it n..morva,mm rneeo ron..morva uurmen IIl it Nroea xoonwaneer II I Ali sreewewsw.mseewsew.,,e I e.reowam� mw. evry li rN.s.mm�e D. it I� mo�OFDOOR OP. _ Rmoewa — M _ N�mw a .��esu THRESHOLD DETAIL FLASHING AT ROOF TO WALL TRATRANSITIONLA FSHING AT ROOF TO WALL TRANSITION Z 4 Sa Sb sew rv� ,ewe. _IN sG z HOLDD!LrAT c O� T El -xeoc M- vruaeocnv�w, DooR mo wruxeocvww. v oro I II smem U I I I I I uerw n.�morvawmx ome®� ws wry O U Do 77 o z� oa oarnw x 3 e z �© Q 5...rmrveeam.eV. ory C) %1 GARAGE DOOR LINER AT HEADER u u �1 GARAGE DOOR LINER AT JAMB i u W WIDTH TRIM W TAH TRIM rocas xrv�e eeeneumms narwrnons rvew. nwsrorw F oil rxrewoxs� ww a ^ FA�O O �y naamz.D. mew n�sn xo ws.D..es. � N vxiN>-� O coq � w F ,�rSw s�mnbeeQeeu, oN � Q Q o - WremrrEmee o f. 1 SIIDDINsG AND SHEATHING � O 0 d W. °o S � ewutsee ewewsonao `� W oeran.r�s�m ° ..^ryeeoersa csx,o:evorvw. DE%mw �� °re s N M `x _ o _ .�l 3 N 2. GABLE END DETAILING DENTILpRAIL _ W 3 w�P we�m� Mm ---5.�M5. w, o �m W F i«(_MD-) .mm,,.- „;r SM OF� ,te arm a ,,m sl.eeew ��e vW«ws. mmmoes r meo �.wMD.., u sero�wmM�m� CZJ zaz r 3 E%iEMORCORNMMM IMERIOR CORNERiRdI o��L� esee �© O� > Ru 0 �1 CORNERBOARD TRIM LOOKO BEAM �1EXTERIOR COLUMN 06w U a w f7 a i u sraw �2 s.m...m��s.m.s 0� Q fn I I _ I F� eewurw a®® (raa�P .�sxea ) GIRDER TRUSS LOAD TRANSFER 4a 112WALLwITH WOOD CAP ro �m�eeau.vaaewus raAT P) rua5 eacx sranwe¢ Pe V Tq 3 HAND RAIL DETAIL ATP)rwcfs eww . STAIR DETAIL - AT LANDING —�15TAIR ♦r P)rua5 eacx -311, wax vuwxc� DETAIL - AT FLOOR .sER13 TO HE �T wlPxsf+OBe R D DEP-I Pm�eux. vn¢utce) Al..--- x TOP OF GHT O �y ON �© FOOLFTO��S.. x.,.e U vx IN CIOPQ xxaeon saewos s�ox�aP� no �ru R Pa STAIR FRAMING DETAIL - STRAIGHT STAIR rea S.D.D. oesr.,aa � ue. va=nm F, ' N . ro wmicexwev ' aem3ox a srP)Pua CIFw— Mnxun.crucen o p" IR RUN o�psrunaeaa cvPn Iw . APs♦ Pwx N—e� rx Wedxm. 4 ue.vx=�w Pe V Tq 3 HAND RAIL DETAIL ATP)rwcfs eww . STAIR DETAIL - AT LANDING .'�rr:ae gcx�s%P, aror®�..cea Auw.—T—� , —�15TAIR ♦r P)rua5 eacx -311, wax vuwxc� DETAIL - AT FLOOR .sER13 TO HE �T wlPxsf+OBe R D DEP-I Pm�eux. vn¢utce) u uz. �n=lo O �y ON �© wQ w U vx IN CIOPQ xxaeon saewos s�ox�aP� no STAIR FRAMING DETAIL - STRAIGHT STAIR .o � ue. va=nm O ' N . ro wmicexwev ' aem3ox a srP)Pua CIFw— reaPwxgoxrofp sr.P¢x P� o p" o�psrunaeaa cvPn Iw . APs♦ Pwx N—e� rx Wedxm. TTr ;'X caro aTTaw use eaa: rxexM .TT.ewm. .'�rr:ae gcx�s%P, aror®�..cea Auw.—T—� , —�15TAIR n� ^ -311, wax vuwxc� DETAIL - AT FLOOR .sER13 TO HE �T wlPxsf+OBe R D DEP-I Pm�eux. vn¢utce) u uz. �n=lo O �y ON �© wQ w U vx IN CIOPQ useasmxsr%1 O STAIR FRAMING DETAIL - STRAIGHT STAIR .o � ue. va=nm O z .. n� ^ Z v U U rn N° O �y ON �© wQ w U vx IN CIOPQ coq O CD aww .o O ' N o p" z .. a v U U rn N° �© wQ w 0 z z .. a v U U rn �© wQ w 0 TENTATIVE UTILITY PLAN NOT FOR CONSTRUCTION I I w EXISTING STORMWATER WATER a PLANTER VALVE ' 438 d ° ww ° x a d a d a ° 144 d A a' d 9 d. 8 d w ° EXISTING DUPLEX A TAX MAP 17033311 N i TAX LOT 103 a' a EXISTING a FENCE d ° a a' e a A an.' d' ad ° d a a a da d' a e ad z " o a a .a d z a d ° a 4 a" a a ° 4 A.. n a •y°+ PARCEL 1 (6000 SF) a d d a � a' M —xX x� EXISTING DUPLEX r I— TAX MAP 17033311 < $ n LLEEAAN TAX LOT 102o ° m a v ELEC ME ERS dd a. e ,.d- a..d. METER a ea. .. a° A a°' d. A a d Ri X XX— LOT 1 HOLLY SPRING SUBDMSION EX STM _ 20.00' DRIVEWAY ACCESS/UTILITY 0. N x TENTATIVE PARTITION PLAN FOR TWENTY LLC., PARTITION N.E.1/4 SEC.33, T.17S. R.3W.,W.M. TAX MAP 17-03-33-11, TAX LOTS 102 & 103 SPRINGFIELD, LANE COUNTY, OREGON EXISTING DOTIE WATER METERS CONNECTION TO EXISTING^ 6" SANITARY SEWER STUB e d ° a' ui UTL— �a S` - EXISTING GAS SERVICE ° m e � d <. 1 S EXISTING ELECTRICAL 0 N � � � � TRANSFORMER a I 5.00' F P.U.E. o PARCEL 3 3.00' VALLEY GUTTER 3.00' SCUPPER FOR RAIN GARDEN ROCK SPLASH 4" STORMWATER PAD STUB FOR FUTURE HOUSE INFILTRATION RAIN GARDEN ; (267 SF) 4" STORMWATER UTL STUB FOR FUTURE HOUSE H2O 26.00'X13.00' PRIVATE UTILITY EASEMENT PARCEL 2 (4978 SF) LOT 2 7��" HOLLY SPRING SUBDMSION I EXISTING GAS SERVICE I I I I I � I I 5.00' PRIVATE UTILITY EASEMENT I LOT 4 HOLLY SPRING SUBDMSION LOT 3 HOLLY SPRING SUBDMSION GRADING NOTES: 1. CONTOURS SHOWN ARE EXISTING TOPOGRAPHIC INFORMATION Vo U S d uS 2. THE PROPOSED DRIVEWAY IS PROPOSED TO SLOPE TOWARDS Q Y N THE GRASSY SWALE. �y^ trl 3. PAVING LIMITS ARE PRELIMINARY. FINAL PAVING LIMITS TO BE m 0 m .) rFi� O DETERMINED DURING BUILDING PERMIT PROCESS. O SCALE' 1"=10' UTILITY NOTES: 10' 0 10' zo' 1. EXISTING 6" SEWER STUB FROM DOTIE DRIVE IS AVAILABLE a TO SERVE THE NEW HOMES ON PARCELS 2 AND 3. A O PRIVATE 5' WASTEWATER EASEMENT IS PROPOSED TO SERVE LEGEND Old THE SOUTHERN PARCEL Q 2. WATER SERVICES HAVE BEEN STUBBED TO THE SITE FROM — . APPROXIMATE BOUNDARY 1 OF 1 DOTIE DRIVE AND ARE AVAILABLE TO SERVE THE NEW DEVELOPMENT. ADJACENT PROPERTIES 3. WATER LINE SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. EXISTING CURB LINE STORMWATER NOTES: x x EXISTING FENCE 1. THE SITE IS DETERMINED TO BE OUTSIDE OF THE 99 YEAR H2O EXISTING WATER MAIN TIME -OF -TRAVEL ZONE OF THE WELLHEAD PROTECTION AREAS. EXISTING WATER METER 2. INFILTRATION RAIN GARDEN IS PROPOSED TO RECEIVE, CONVEY, AND TREAT STORMWATER RUNOFF FROM ® EXISTING WATER VALVE PROPOSED JOINT DRIVEWAY AND NEW HOMES' ROOFS. 3. INFILTRATION TEST WAS PERFORMED ONSITE AND MEASUREDEXISTING FIRE HYDRANT INFILTRATION RATE WAS FOUND TO BE 15.8" PER HOUR. DESIGN RATE WAS TAKEN AS 6" PER HOUR PROVIDING A �8"WW EXISTING WASTEWATER SYSTEM SAFETY FACTOR OF 2.6. 4. INFILTRATION IS PROPOSED TO BE ONLY OUTLET FOR © EXISTING CLEANOUT STORMWATER RUNOFF FROM GRASSY SWALE. 5. INFILTRATION RAIN GARDEN PLANTINGS TO BE COMPLETED ST 24"SD EXISTING STORM DRAINAGE SYSTEM DURING BUILDING PERMIT. 6. INFILTRATION RAIN GARDEN TO BE 10' MINIMUM AWAY FROM ® EXISTING CATCH BASIN FUTURE HOMES. 7. INFILTRATION RAIN GARDEN IS SIZED TO RETAIN 1' DEPTH EXISTING CURB INLET 25 -YEAR FLOOD STORM EVENT. ♦ EXISTING TRANSFORMER 8. FINAL FACILITY SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS WHEN HOUSE FOOTPRINTS ARE FINALIZED. © EXISTING TELEPHONE PEDESTAL FRANCHISE UTILITY NOTES: GAS EXISTING GAS MAIN 1. ELECTRIC SERVICES AVAILABLE TO LOTS 20 IN THE DOTIE STREET RIGHT OF WAY. KN EXISTING GAS VALVE 2. CABLE SERVICES AVAILABLE TO LOTS 2&3 IN THE DOTIE STREET RIGHT OF WAY. ® EXISTING WATER METER 3. PHONE SERVICES AVAILABLE TO LOTS 2&3 IN THE DOTIE STREET RIGHT OF WAY. —B"WW— EXISTING WASTEWATER LINE 4. NATURAL GAS SERVICES AVAILABLE TO LOTS 2&3 IN THE DOTIE STREET RIGHT OF WAY. 12"ST EXISTING STORM UNE 5. FRANCHISE UTILITY SERVICES TO BE DESIGNED BY UTILITY PROVIDERS DURING BUILDING PERMIT PROCESS. H2O PROPOSED WATER SERVICE LINE 4"WW PROPOSED WASTEWATER UNE PROPOSED FRANCHISE UTILITIES UTL OPROPOSED STORM FACILITY PROPOSED ASPHALT PAVEMENT a PROPOSED CONCRETE PAVMENT • d..- •' .° .-. ROCK CHAMBER TO BE — WRAPPED IN FILTER FABRIC INFILTRATION RAIN GARDEN NTS J F l 1-y Vo U S d uS Q Y N I F o �y^ trl C�7 kl 8a m Q m 0 m .) rFi� O O a W O Old Q J F N uS Q Y N I F o z O Q p m Q m 0 m o > J F O SHEET C-1.0 1 OF 1