Loading...
HomeMy WebLinkAbout07080190 Revision & Building PlansUHI-? REVISION / PLAN AMENDMENT For New Single Family or "Other" Residential type permit projects City of Carmel; Department of Community Services Permit has been issued: Yes No. If Yes, PERIN1IT #: 0165o 1 I V BUILDER of RECORD: NAME: /?, PHONE: FAX: y iov STREET ADDRESS: CITY: SPATE: ZIP: BUILDER'S EMAIL ADDRESS: METHOD Or CONTACT: Z?"?.?yFa- ?cvr LOCATION & PROJECT LOT #: [ SUBDIVISION NAME: ?v SECTION: INFO: ADDRESS OINSTRUCTION: r C 2 ? r- ,, .- - NEW SQUARE FOOTAGE OR Ir- - NEW ESTIMATED COST/ AREA AFFECTED BY REVISION: OF CONSTRUCTION: `dp-? - / J,I Q Lo__ NEW FOUNDATION TYPE: O SLA3 o CRAWL SPACE o POST & BEAM C) BASEMENT ( Walkout _Y _ N ) IF PLANS FOR REVISION/AMENDMENT ARE PART OF THE MASTER PERMIT PROGRAM; NAME OF MODEL AND REFERENCE #/ID OF - PLAN SPECIFICATIONS FOR THIS WORK: r NT 1st Floor 2" Floor 3 -Floor Rear Porch Total Sq. Ft. TOTAL Inished and Unfinished -:s or Sunroom of Garages ic? Gp Lryo Jew :\G es. ?G ??1 ?J rr. k t 4 , /Z. Z For Single Family and Two Family dwellin 'tag r, eYs.? 'gr? `c ry structures, this permit is valid only if construction commences within 180 days of the date of issuance of be leced (Certificate of Occupancy issued) within 18 months of the issuance date. Class I structure permits are s ct to eJr as five Rules of the Sure of Indiana (See 675 IAC 12) regarding expiration time d completing construction. I, the undersigned agree that nay construction, Ito , enlargement, relocation, or alteration of a structit or any change in the use of land or structures *eoutsted by this application will comply conform to, all applicable laws of the Stare of Indiana, and the'Zoning Ordinance of Carmel Indiana - 1993" (Z-28i) and amendments, adopted a authority of I.C. 36-7 et sec, General Assembly of the State of Indiana, and all Acts amendatory thereto. I also certify that only _Grthm, bath, and [loot drains are connected to the sanitary sewer. I Further certify, under the penalties of Perjury (Indiana Code 35-44-2-1) that all of the information I have provided in this Application and other documentation is true and accurate to the best of my knowledge and belief, and that I have not knowingly or intentionally provided or omitted any information that would tend co hide, obscure, or otherwise mislead the Dept. of Community Services regarding the truth of the matters addressed. I also agree that the construction will not be used or occupied until a Cerrificare ofOccupancyhas been issued by the Department of Community Services, Carmel, Indiana. Signature of Ovhler or Authorized gent Print Date G6? 7? 6 *-*/********************************************************************* OFFICE USE ONLY: NEW INSPECTIONS REQUIRED PLAN AMENDMENTJREVISION FEE: Upper Footing Lower Footing Under Slab Rough In Meter Base Final Site ADDITIONAL SQUARE FOOTAGE: C__rtAtc,, f9esA?- 4-5-(571 Reviewed/Approved: DepL of Ccmrriunlty Services (Date) ssermK/FormyPmn Amend Rt Idental - NEW INSPECTIONS REQUIRED: (It additional Inspections other,;Fan what already remain on the existing permit are r CUIrad.) Fee .st ` Date She sdaeider corporation bower'IDA Hal Otis Amus -r+" RisLaric Fart Herrman Landecape Architecture twbratepdew Iwdieae 48Zi8-I497 OE9.119 317-026-7109 GWV s 317-828-7LW PAX ZiChniskme This Plot Plan Prepared For MA Homes Lot # 86, containing 11,475 S.F.t, in Heather Knoll Section 0 2 Instrument # 2006-00004470 PC 4 Slide 13 Clay Toansltlle Hamilton County SEC'20. TIBH. R03E 2625 NEWINGTON LANE 50' R/1) Westfield, IN 46074 Prepared Date: 08/13/07: By KAG Community Restrictions: Side Yard = 3' min. Aggregate = 6' B.H. Zoning - S1 M/I HONES Pad Grade = 9173 per talc. Pad Grade + 01 = Garage FFE (917.3 ) Garage FFE + 0.5 = Residential FEE (917.63) Residential FFE - 9.0' = Basement FFE (90$63) Driveway Slope = 2.5% Note : The garage finished floor elevation is 0.9' above the crab at the drive, per _ plan. _ GROUND COVER CALCULAPONS: Drive = 651 SFt Public Welk =344 SFt Private Walk =N/A SF3 Seeding =5,938 SFt fNCAp Sad =287 SYt, P franc front of residence. Note: This drawing is based on construction plans or record drawings, end is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufriclency ofllhfs information. Contractors should verity existing conditions prioi to any construction. Any discrepancy found an this drawing should be reported to The Schneider Corporation hnmedatey., foling to do so results in the contractors assumplion of all liability. Plot Pion Legend ( a.0 Proposed Grades ODD a Existing Grades ?000.0? Contour Grade # Approx. Lateral Location - 0 - Sanitary Sewer Lures - try - Storm Serer Lines - w - Water Service Lines - - - - - - Sub-Surface Drain Lines ® Manhole (Sanitary or Storm) Beehive Inlet (Stain) ® Curb Inlet (storm) D End Section (Storm) Fire Hydrant Flow Line of specie - Building Line (BE / BSL) -- - - - - - - Easement Line Note Sanitary Sewer Tap of Casting Information Upstream Manhole, TC--915.83 Downstream Manhole, TC=917.24 W record drwg. NEWING PER RECORD pRW RaLL 5' NAtll We The baserneit almlim, depicted herem, hm hean determhred and hosed on the pod grades and/or canlo= taken from the construction owns lar this sabdneion. UMees staled, M infarmotim oewl flutuoling water IobwA mF cana'elos, or soil tees has been provided or stated m mid plans Thin lot Is totaled near o body of water. Lot or soil cmddims may require that the basenent A" eleaton be held 2 fact above round pod lelealkel. Site twee otbn may be needed if water is encountered " the excavation pracm or if other known water elevation or Bob conditions are presenL InvestWim`aid my remedial-prooeRur" is at are dmrdim at the bulda to detemtine and take *ppW"e steps at action. II my 7wnd water is encountered during exrnwtim the builder Is noowoged to contact The Sdmeder Corporation to discuss passible courses of action. NOTE: SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. LOT g pp??w ?7. 407845p THE UPSTREAM MH TC ELEVATION SHALL BE NO LESS THAN 1'-0` BEOW RESIDENTIAL F.F.E. 30.0' N LANE B B Assumed North t . Scale : 1' = 30' HM 41 IIY=916,4 PER pllUt 3 f, i APRON s `15 -I MHr;T 85.00' Fo PER9REfXIFm 70' D.U.&S.S.E. CONIC 26.0' _ DRAVAQ DRIVE k'+ Note The contractor is la maintain a B.L. ,g . 10.00' m minimum distance of len feet (10') m THREE CM between the sanitary sewer and water .a IOaY f "' Note: B line laterals. I PCRC11 8 f16,17' 9.4' uilder to ensure positive ctin drainage away from structure(s). MP BPUMP n BRODERCK A FPN&MSY RESIDENCE 1 I 18.0' 1 FLOOD HAZARO STATEMENT t I 3?? A gse CERPFICAT10N I a u': r I - I2.a0' L) It A \`\\a`ak koamuHlllnrpu u'7 L /IJ r o v. C '??\ }S V.}A m m I? 9i 6.4 3 916.e Ti r I NiC REVISION 1 No. 150.6' L 413' 11 REVISED FFE - 5030 a - TO MEET 1' RULE J J _ J 11-21-11181111 15' D.E. STATE OF d rn U REVISION 82 / pp ? c 85.0 O ADDED SIDE BAY `? ?'VUrAK P: ?OC, S URV AND 0079A ???? ?.'. .'..•. ? C.A L . 77 VBD7.a079208 ?r'frir'ifrpiMilneultktl` 1 VAR. DU&S.S.E.& / D8i24rC7-KAG L.M.A.&O.i.E.E. LAKE #3 N.P. = 911.50 Z 100 YEAR ELEV = 914.36 4.1 0 This drawing is not intended to be represented as a relrocemenl or aa£ a:i SDP original boundary survey, a route survey, or a Surveyor Locclion Report. Flood Hazard Statement: The accuracy of any flood hazard data shown an TYPICAL SWALE' SECTION this plot plan is subject to map score uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate NOTE: IN THE RESIDENTIAL DISTRICTS UNITING HEIGHT TO TNENTY-ROE (25) map (FIRM). ALL of the within described land DOES NOT LIE within that FEET, A O'WELUNG MAY BE INCREASED IN HEIGHT TO THWTY-RYE (35) FEET special flood hazard zone 'A', as said land plats by scale on Community PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TMENTY-FfVE (25) FEET IN Map Panel 18057C0245F of the flood insurance rate maps (FIRM) for HEIGH1. PER CARMEL ZONING ORDINANCE 26.1.1. Hamilton County, Indiana, Dated May 19, 1981. E DPTL FIREPLAp 6 MED. CENTER OPT/ XTRR yk_4F1'H5T 54r ? ? ?FCT rv E Ku u PMLLS eP?« BKFST. BRY n£brci NfME5 SCALE FW£PLREE !METRE FIREPLACE SHOT NI 7 _I? ? / El ? W L V:NYL t-F?aER4GE SIOMG? REAR FLFVRTION RFRRR E_E_V. k SCALE: 1/s"=1'-0° QEERT RM. RUMP nPn_ r LL O ? - ' . sco:?YL rr? ? ,.. oPY brx:rvG unus H-- z vmn 9mMG _ RP ? pPTL 5:[]E [iRr i - R Hr? T srn? i RIGHT SIDE ?,__ ELEVRTION SCALE 1/8 =1-0. ? F.P. GRFR7 M R RUMP " _ I tx ]((]77?u?u I??Iff ff ?l I I? T ICJ I n+ u? I V' ' I I I ?J11 u FLI ®o ?CC /p\ FRONT GRBLE RAKES FROM .4/ONT GRBLE RAKES FROM .4 1,6 F[SCW. 2.4 BLOCK 5PB R5. 10 LEDGER n GRSLE. FRE.HENT HSCIf41M I 'HSCW L I;4QR VENTED d 6 F' CMNN[l TRESS VWTL SIDING/ s v2• vInYL yr sHTM10. TRIM FRONT GRBLE TRIM SCHLE: 3/4"=1'-0" O ]/16' 09B. H L•6 FASCIA PRESENT AL- ?UMINUM FASCIA _ VENTEO VINYL SOFFIT • 6 F' CINRNNEL VINFIL OTR-RFD AS RECUIREO 6' 10 FINISH-CUT FRONT SHIHNG / VINYL FID. ERVES TRIM SCALE 3/4"=V-T /n? v e. FQ-EENi R R oscir, FSr,R GABLE .4 1.5 FASCIA TRUSS 2x4 MUCKING VINYL SIDING OVER -? LIZ, $ RTHING SIDE/RERR GR BLES SCALE: 3/4' =1'-0" O ]/15 O.S.B. x4 1.6 FWSCIA 6" PRF,-BENT PL- --UY.INUM FnSrtn VINYL OTR RNO VENTED VINYL AS RECUIRTO B" W i TO FINISH-Our CHRN^LL 1/2• SNTHND / VINYL SP3 SIDE/RERR E SCALE 3/4^=1'-0' RVES F6'UM .4 Ie6 FASCIA. 1v4 LEDGER a GABLE. 9/16 U.50B. BRICK VENEER------t H-g+tre+G GRBLE WITH BRICK SCALE: 3/4"=1'-0' t 9/16 053, 1a5 Sl8-FRSCIR 6" F12E-dENT 0.- ynMUn rn3w VENTED VINYL a-a r ON FRIEZC ONT. 2.4 BLKG HELD our 4 vs. BRICK VENaR FRV S??u/ART K 2.4 INNURAC_ TO J ' BE RDRtRE0 3/4'. ff , 2.2 PICKETS ARE / SPACED 5112' Uc. 9/I6' .. '. P XJMUM WO PO5T /B•- ._ . h-'1.'I I Y wRY IN s¢E. N P09T OFRWT flAF TYtK ©FlNF Yf]H ptlfSC' B' RAKE OVERHANG ./ 12 RAKE OVERHANG V/ PIA+ ALUMINUM CLAD •4 14 ALUMINNUM-CLAO .4 1.6 m F85LIA. 2'1R RRER VENT FASCIA. Safi BRICK-RACK ED VINYL SU'F IT r/r BLOCKLU - OUT a 1/Z'. CHANNEL 25% FRED VENTEU VINYL b4- SAFETY TO 1.6 CHIWNEL. B E rAVFS TR,M1 bNffi lS ./ OFOVFS u/1iTlY: PARCH RAILING DETAIL 4 1. 11 1/4" TRUSS TAD... SCALE: 112"=1'-O" INYL ALUMINUM-OLRD H 1.6 FASOIR BRICK-RACK IS CT. I.B FURRED-OJT 4 L/2". VENTED VINYL SOFFIT. C F umm (CI SEE E LEV. SHEET FtKIFR -IiKROw?: IFI 30 VINYL 4B 41C TRIM OVERLAPS CORNER5 OUT510E CORNER BY 2" I 6 IS WTEGRRL ./BRK- RACK ABOVE B FRC6NT. `UJ41K/I61i FAq FS GROUT-/-CROI_K TO BRC ALUM CIFD •4 Id FRSCw FVRQO 3/4" OryLS A IANNEL TO ACCEPT VINYL SOG. VINYL J' PIRNNEL ' PL TRIM OSe EFT TNTEGRRI. u/LIINOONS 1.6 TRIM HIS IfFT OVERLFIR NOTE: SOME SUOCIVISIONS M1'1Y USF CEMENT BOARD FR5CIR W/ 2X4151 9lA- 59 rLUSH I'H5CIH. MHNl.. TO RUJU9T TRL55 TO ?jCptl"THING TAIL LENCTI C. GATE I 0 i 111111 ?IVI O O y- w a 1 2 R 3 :'^L 72 SOFT. g g Sll IA, X 11GR _ MEN BEAM Y OPT'L/EXTRA STORRGE SCALE: ;BSMI QRRW LLw oe (] R i? OP OF 32 FIC i& X24 CONC. fTG Si0 6REK LE 3E ON LIP OP 'L' PLK AT COUR5E 3 1/2. ----- _ ___; TEP OF CRS 2 Y OPTIONRL / EXTRA SCALE: 1/4"=1'-0" OPTIONAL SEE 2. PW D.ECT-VENT MLC . FRRnC 6 5-8" WA1 HOT, ./2.4 LEILIIz b JOISTS. 2.6 RAFTER, [NO QHl N LOCATION ANl 5TTLE5 V TRIM & M THAT W VARY FR N O 24" U. MEDIA CENTER NICHES ALL SURFACES URTWRLLEO AND FTNTSHED .1RADIU5 cof uU. TS0 VTFW NOT TO SCALE Y--i FIREPLRCE PLRN SCALE: 1/4"=1'-0" FIREPLRCE 6 MEDIA NICHES PLAN SCALE: 1/4"=i'-0" 0.o- 3RD_tR.B_G9R9GL dTlj 9f T0P OF CRS 2 m TOP 2 CRS. LID AT C COL'N-TY V 24.24".12 CONE. PTO FOR SIAM EXTENSION VCK - / app RS 2 Y OPTIONRL / EXTRA SCALE: 1/4"=11-0" Y OPTIONRL / EXTRA M9-C-RR GARAGE 28"02'.12 POUREE CONC. FTC. WIT" 8+8.16 S0.M HoS. PIER. TOP Of PIER FLUSH W/TJ' OF SLAG. U12d HER. RE5 (211 3/4X9 1/4 J - EVE, HOR. FLUSH MORNING BRY Pt ON 5CRLE: 1/4'=11-0" ------------ e'-u° PLUXEu AND. uA.L ml--_ W6KIO X 9'-11" LONG ... PotKET POf MORNINCBRY R MTR MT. SCALE: 1/4°=1'-0" - --------------------- ----- - ------------------- c POURED MO WALL Y' RDV FOOTG. -- WEXIO+X 9'-1l" LONG ......... _: I u'XB' aK Pock"T : ?LRQ PLAN to; py, W. ONLY BRFRKFRST BRY PLRNS SCALE: NOTE: OPl. UCI'SI BAT TO ff LOCATED 9 D/V'FkOM REAR OF HOU9= uITH STD 6KFSi ROOM OR WITH THE OPT. COMBINED BUMP :ORNF.R VINYL MORNING BRY ELEVS. SCALE SCALE: 1/4"=1'-0" SCALE: SCALE: 1/4"=1'-U' 14" H HALF WALL W/ ORR TOP. TURN RECEPTACLES $IOEW-10 ON WALL Y 9YJ X RP nR3TCF 84TH 5'-4- -u" SHED ROOF a 6:12 PITCH AWRY FROM anT E(PC9 W91tt41 WALL COMPOSITION SHINGLES. 5i0iNG 0 PINSw 6 TRIM AS SPECIFIED. TO THI5 WA__ _......:° VE3UFI LOCrv [N FTELO NO 0 K" 5 SIDES r--: OR REAR U?011NmR 1 TRIM a REF'G SPACED 12g 4 J AT 6 RN J O L_ ? .g G? 3 Cf OCCC REV. RYPI ]MG ssuE Dais v33/a. 'EVlfi[ONS: I I iJ C[ w L J Z Q ] 0 O (C SQ' S+p- 5-.SOURRF FQ0TRGF ` 1039 50. ET. M- 2X4 GRT R.n BMP ADDS 75 SC FT, WALL A CRLCVLRTED FROM. INSIDE ? n PERIMETLX CM FOJNCATION A'-5 Y WALLS. IPOORLO FLOORL WALL HEIGHT RES ca 5rt 5'H CHT IR/1 Wfl1 HEIGHT Y OPTIONAL Ex TRR FIN LOWER LEM. HALF PATH/CIO, PIN FULL MTWCLU FIN 1s?s ve_ ":• p b4 FLAT STUD 4 LL W/ 2.2 P.T. BOTH M p PLATE. HOLU WH S'J-^ FLRWARO OF BL C _S WALL BT VY. Y UP11ONAL EXTRA J d) 1: ; FIILI BATH R.I. VLF BATH R.I. DOOR I.OUER LEV. `_' '•': WET Bflz ENT 1,: x. v n b -R Fl QQR CARPET B'-D I'd, H[GM WALL DRYWALL SOfIFIT F R1CT WORK ORT. BUT VHS TIGHT TO DUCT RS IpH{\?,j\ POSSiB.E iDOOR wF 26Lo 02R LFV __- 1M U " f It tit' 9 5/8 10'90 y /B' m RELOCATE SWITCHES ./CPT. DO]R 4-5 1/2' W(CL HEIGHT nlcn•?Q?.. ••• K e _._ BELOW AND V-1 5/8, SS VB_ WALL HEIGHT ABOVE bl FLOOR DECK FACE OF 2.4 WAIL 10'-0" IN LFUORY MOM S-1 1/B' WALL - - -- - ---- - - : RBOVF.. TO SECTION HEIGHT `---- -------------- LNEXCAVRTEn a" CONC. ARB OVER 4• GRAVEL BfRi 3R9 FUR .ARQ.F _ OPTIONAL, EXTRA m Wg KC CAR GARAGE tow oIOo GFWGE STOR_ N?4 3 CAR MR. BRICK N E: SEE S ,2e FOR g b l0 z' 04?Ct OPT/EXTRA R-ANS 8 bl DETAILS. AI,6? 40.'g H 28128-x12°POURED A1K ` CONC. FIG WITH ' ?S,AFlu SOLED HAD ?0 IV PIER, TOP OF PIER FLUH W/TOP OF 51 Z ----------------- a REV. is f ISSUE, DATE: _ ..................... --------__--_-_.-_ ----------------- 9/m/Q4 ---------- ........ REVISIONS: 3 1/ -2 F POCKET I ® A RES t` 4'.8- u8.21 51M CCAM ----- -- --------- IA-I- /Y L NG-----.13 LoB6 3/W IFF,GRERT RM. «-GR, an;P.a FST B ? ' LDMBINm B,MP BUMP PLRN B' WD`0. STEEL 4' GAT. Rn BUMP RD, L'N ON 24 x'%:2" PoLREO COW. F1'G. 47-B" .---------------- ---------------"---° EGRESS WINOOWisI -- - - --------- 3l'-0" f MORNI BAY FIREPLACE 0 \a ---151 FLOCK--- Y Y '/ -------------- ---------- - ----------- ....... .-------- ----------------------------- .-.............. ._-.---- _--------------- _ -___., MR+ TOP/9L -? Q C1 (? B-t L/B' PONi WALL SHtlf 4-8 " FIJ UI 155 5/8' STU051 W/ S ' 2:1 PT. BOTTOM PL 1 ; 4" puER ° iG1 •L4 ST VAPOR SARRF_R A 4' b F•-I (??(? ° 9 GRAVEL BREE. B-O' ?, 11 111 Fk ;a /?• h H.8 POLRCO WALLS 11 •?'?° OVER 16W FCOICK, 4r Y. 3' OIA RO.uSTRLLE O TOP OF STEEL COLUMN ON ,'? 5p Q 3 C INC . SLAB OVER B'xlR' CONC. HICK j„ 3-LFLEO .LL VAMP BRRRIEA iN7 1850 W4WKLL TO 28x28112' MIRED 3.'B, 4- L nVE1. APSE Urv tDE Of BERM CONC. FIG. LT"P.1 u I y T _ t-• H, y,?: i t1G.15 STECL LERM O Y ,.I,TM, { yi 30 11 1/2" LUNG m O Ix WALL -W/n/ STAIR SIDTE D/ . , m 5?LLF? 4`Utll ® ® 3 1/2" O.V. HOJ. STEEL COLUMN (SCEO. 4O) 'n m ON OG".:U114" PH CONC. FIG OR ; 1 AL TO THIS WIL ?/----- IS R 58111 CLUY9I ; TREATED .Nc 4.4 TREK - v T r rosT ON -:.-..a-? ? - 15',49'.9' / L rr ODICREO. FOOTING OTING v w;-e t 8' ---'m .?• •? FD. POCKET I :.+^ rl..B" v/ BRICK b a , Wtl•10 STEEL dump MA? 1 ?....'_. -,--._"----FLUE ': ^-- pEHn _Y L'!o n ---- ..... LOON MAY -VAR --- ---- =" O' 10' 9' EAK __ \ ON __ -__ -...... r ... .-_. 1.. _..- .. .• ....-..--- M1 , - - - _ ____ 12 -- rut FOR Cc ? ......... - 0.%B' HIGH "1 F, + LEOCE FORMED;1 W y? _ FOR AM OPTN;; 1 ITEM. BATH ROUG11-INS 52Pg4KER J-' INCLUDE PLUMPING ONLT, i_-.---._WjiMi _---F--- '----•_________________ W 4" COW SLR F. : ?S: p ]- cl E 3211 MI5 WALL : bg 4 A' "' GRAVEL MIRED BAS FNO I/{a1p . WR-L5 21"•B_ R'0. " J Lcl OVER FOOTER -- -- -" - '- - "--- --" - FOP. BRICK VENCER A? b o- r] 5? Y WTIONRL E%TRR W CA +1 W IE _ V2 BATH R.L. NOTE: p FOOTING DEPTH 0 GPRAGE OR, y ??6 J?J O FULL BRiH R.1. MAY VARY TO MAINTAIN O ^a;4 N G PULL PoRCn -? REDUIREO DEPTH FOR FROSTL1^E ' HWDE ?1LK 1 FOUNDATION & m 40Ah LEDGE FORMEM -. GARAGE BRICK Z 60"XW' JACUZZI CAPELLA DECK SURROUND F.G.T ENCLO. OR. MRST- 6RTH ? SOAK TUB' * NUIC. SEE 5HH 2e -- 4 OPT, RMM, DUMP FOR OPT/EXTRA PLANS DELETE SIDE WALL 4 METAL FPO. STD. 6 DETAILS 1 IF CRT, RM/SKFST. COMBINED BUMP DIRECT-VENT F P. TRANSOM Ai OV, HEDIA NICHES MA2NG BOX BAY ..... ................ NOTE: 4'-p.J- II®- IN3LCPTL5 NON-STANDARD HEIGHT WALLS - AS NOTED. ALL OTHER WELLS ME 9'-1 1/9' H(Gn Hnes. a1 ALL STRUCTURAL HEROLK5 THE 121 2+10 HDR T''6" AF F. l21 2.6 - UNLESS NOTED OIHERWIiE. 30W TWIN DIMENSIONAL LUMBER FRAMING BASED y ON THE FOLLOWING MINIMUM PROPERTIES --- m TTfE-ff MEt19E9 L JOISTS V Fif* E"'. BEAMS Woo 45 SD0A00 2 BERMS LDOU 145 I111000 RES. '° FK 5 HERDERS 925 19'5 LAOOA00 S 11 B H zq N LAMINATED VENEER LUMBER (LVLI BASED 44° HIGH _ ON THE FOLLUNING?MMI?NIMUUM PPROPE?R??TIES: ?t12 WELL Z65B 2B5 E19001u0 -0 ALL POINT LORI5 TO BE BLOCKED SOLID 9-1 To APIA. 9 PORT MEnbH_R U' PMNMTICN. L HIGH WALL ALL C"IPF.S IW TO 3 V WIDE 10 HNVL NO'I E: A mInuM 1.2.4. 5T00 GARDE SEE, JACC NO KITCHEN STUD; LNLE55 NOTED OTHERWISE. SO FITS W L NAB 42 H Zp ALL OFtKD,L! 7=R inRi 3' 4^'.IR: !O SEA R$)VL HAW.. ).2... S pDiTIC, 9T JTLK :ILO' UN.L55 NOTES CT CIZWI6 r ti 0- LNJImTES N]N-STAIDAI?D ACK STUDS lB0..ID aLCCKINL a MWITIDNL :illlly RECTU iO At FRHMING 6 LALL5 BELOWI TlFS do CEILING - 2.6 WALLS ARE 6" WITH EXT. 5HTING r e FL t/b" h a RFRAME lFLAT? 5 I INTERIOR 1/2 WALL PLATE TE'. 2826 5 T. BAT TO BE LOCH 3/cFROM REAR D JSE WITH STO :B Z 6'OM OR WRH THE T, COMBINED BUMP _____ H wyop"?p pT N LL U'4 III e .. I r I IGHRAGE STORAGE ra' 64' av. - 34W a ]'-6"" 34W a T+6" 3430 a 111'-10.7/B' - b 3431 a I'-ID ]/6" ALIGN FACE OF SYM h l h ,h WALLS FOR PUSH SH - I ORYNELL CONDITION -4 121 21 B 0 Pi'0 111 2flq F 2.6 'WELL 7RPN50M MOVE MATCH V/ D ? 13-0 3H- HIOH AVAILABLE IRECT OiHCTK YFM FIRE FL . ONLY SINE ONEL EXTRA 2660 R ]'-G' SKYLIGHTS 2630 a 11-10 T/9' 2. WALL TO uaa HEIGHT' TO 80T. OF ROOF wT. h DRM VRULI UNDERSIDE OF lY-0" SHEATHING ROFF SHEATHING / 4)'$' 2'H5 12'-P A3-9" W/ MID NICHE61 5'-10" 22'-9 ' (9-1 112" W/ M. NI HEST S'-A. (4'-1/ 1/ W/ n. N _ 2E'-2' 3460 a] 3 0 e T-G' 3x30 a U'-1 7/69 b -- ;3430 a ll'-I) T/B' 31150 N lA LA ' '•? VI ?18 CPFL SU30 T. -8-1 I/B" NTLL HOT. L TRANSOM ABOVE 2.6 WA 13 L 3/4' HIGH 4VnA-F5LF V/ DIRECT VENT FIREFL O`LY - La O 112" 19-0- HALL HEIGHT - SLOEFS To TRUSS GREAT RK CARPET PET In ?, ? ' 10'.9'. 5'-D' i/9' 11S TA HiI Val. FHI: L 0 0 -3' ® RFF L _ rIN AFP. TI A EL LEVEL FOR OR D RYWLL FIM M rvT OCC RAIL IL 1 F . -,_? ` Sif ro ?TRO - NOW RAILING fV l3 1 SAME PS GAP. FRONT WALL I L 10'4. STEEL CD..: C ? i bB C e-0 "'-0 CH x7 " O.H. R /a 2 1/ ,,? ?Y 1 i _J ? - 1R/IS - _____ FLLE 6 CHASE ' 1/2" WALL H£SO -0 5/Y M N M END, MT. FWD TWO CAR F ' N ' rF yI B F D GRRA S 3" STEE CU_ LA. END _ WIO.ZZ STEEL AM. - _ FLO[R LL Vii, L -------- -- ---- ' ---- T-8 10'' WALL MGT- -SLAB FIG. 8'-8 OF BSMT, FND How I I:A 2114 "-, •"• b C' 0. JREIURW, t0 Hi 0-0 117 -a 0: '-IOr (3) 2.4 i'• T^; DIMENSIONS EXTERIOR WRt.5 ME 112' SHEATHING. WHICH 15 HELD BACK "ate FLUSTi WITH OUTSIDE OF FOUNDATION INTER'OR l`RRI!1'CN5 PRE OIMENSONED TO 3 1/2" WAL PLATE CABNL15 PRE LOCATED ACCORDING TO FACE OF 24" DEEP BASE PLUS 11Z' FOR ORTWTLL- SOURRF FOOT FIRST FLOOR - AGE 1163 SOFT. M(Di.EVEL - 424 SOFT, 5ECOND FLOOR - ]AA ED FY TOTAL 2375 YI.FT, fCA3H LOWER LEVEL AM - 490 5011, OKF5T. MY ADO - 12 SOFT. 4'-9 ' FAFPT RM. BUW-UJT - SO SOFT. MORNING OAT ADD - 53 `SOFT. 4'-0" COMDR. DUMP-OUT 126 SOFT. 2 CAR GGMF 20 . Fr. P r. rr _ DOOR CR5DC uICE CA5PAG 6 MERDPC. ONE STOP WIDE CR5WG 6 HfIAQ C TWO SIDES NARROW PIECES OR RIP-GOWN TO FIT WIDE BASiz 6 CASING THROIf,H.IUf ENTIRE HOUSE. WITH DECO DOM C505SHEA) 6 EASING. WHERE OIIICRTEO BY THE ABOVE LEGEND. SSUE ORTE' I/Mlu+ iEVMON5: A :e Q 1n11?T11F'1? U IUI I--.1 I I I 1 11 I-I I-I it xO 5 ?1 O TED Si 0TFRp Ll a: W g m P .I IEP 1 DPT'N. DELUXE MAST. BATH scar E: 1/4=r-0° PLANT LEDGE Y OPTIONAL ENTRR - ABOVE ZNU FLR. b RAIL • SrRNDtRD LJOO'1 RRO_ Hif-WflLI. u/WOW CAP STONOORO. WOO( RDtILING OPT/EXTRA /l : N 8R LUXURT LPTAUT SHOWN .... .. ... ...... F. ... HA 1 p ] 2'-7" ??---- CENTERED [ F UE.6 _ O 2s65 `0 SWITCH i BELOW 2.2 L/21 ® 15'-9 ' HD. HT i`t 1/f" l'-S I/]" ' FI A 5 R -T 2- L• . ? BEfI a RM . IR/19 _ CARPET _ q ? 246 ITCT W 6 14 5'-4 112" 10-0 112" b RF.F. C ON LVL'. e ?l IC ACCESS IN WA CLG E£LCW- HOL WCE55 LZ' ACT- REV. 155A URle 9/3/04 NOTE: REVISIONS: - 1NVICATE5 NON-STTrmRRO HEIGHT WR 5 - AS NOTED. k L OTHER WALLS PRE 9'-I 1/0 ' HIGH ALL 57A! CT RRL HEAYOER5 RR QI L6 - IMF.SS NOTED OTHERWISE. 01MrIN5rWL LUMBER FRAMING WSED ON THE FOLLOWING MINIMUM PROPERTIES'' Fr °Jt t 5.-O OF MEMBER L 1. IS1 1 0 f45 LHIO.OGO 2. MR15 mm 145 1.5001000 5. HERDERS 8`15 135 114001030 LAMINATED VENEER LUMBER fl-L) BASED ON THE FCLLCWINC MINIMUM PROPERTIES! n E 9a Eu a O,N0 2uIo Y B5 ALL PONT LOADS TO BE BLd'4C SOLID TO AMR. SI RI WEIDER U. FOUNDATION. R L OILNINGS UP 10 O.4" WIDE TO HAVE N P MINIWIM 1-h4. STUD GRADE SAP. JACK STUDS UNLESS NUTW OTIERWI2 / I+ I (l I ALL OPENLUGS QSFTCR THAN 3-4- WILE TO l I HAVE 2-N+' S RAM. SAF JOCK 5HJM U (J UNLESS NOTED OTHLR'IIM O Df]Ib1TE5 NLIN5IMORRD AQ STIff 1 0 BLOCKING 6 AMMONPL STUDS TT FI 50.1 RCOUBSO AT KpinpG 6 YRJ.S 11110.1 Y OPTIONAL EMIRR STIDT CENTER SECOND FLOOR PLAN SCRLE: y... LINE 6 BETONO BEtDAO 20'-2 1/8" !I'-t 7/8"?'.- _ ----------------------------- ---------------- ---------------- 4-1 1/B' WRLL J HOT. ISElONW CRT RM ELEVAT ION PROFILE Ul' . . SCALE 1/4"=1'-0" i FCYER/FPnf.. RM I ------------------------------ ------- /____-___ -__-_____.______. C? O Y- rl 13 J :ALE' 1/4"=1'-0" CUT1,INE OF HOO5E -' /P_.GRERT. ROOM --- EXTENSION Ft -GOWN CEILING AND FRRMF 12 2.6 RA'-TER WILL MOVE TO 9JTTOM OF TRUSSES 6 (B/l2 OVERL _ IN K L OUTSIDE OF HER pool CLEV 81 .-' . ,OPT, VRULT. SEE FLOOR PLAN .-' TRJSS N.J " ORt10NRL "-" Irv .: ' VAULT M MP5 LER -i . - .... .............__-.. UEOROQn' ----------- I MRSTFR MRSTER BEO ROOM - ?? Ct OSFT TRJ55 f .T.. WRU HEMfT !'-1 112' MOVE M. OR. FLOOR DECK OPT'L FINISHED I OW R I FV I QPT'L CI OSF o ---- GBBOGE WALL HEIGHT s-1 1/6' eaau TOP UI LiCK tt. pR ROOK DECK I of FarvpauG WR..L HEIGHT 6.1 1/6' arr. I- 11 SECTI SCnLE: 1/4'' ? R( 2.4 WRLL HEIGHT 63 1/8 RF F. HRLL BRTH wnLL HEIGHT 6'-1 1/8 ' A .F. ?' C/O BRSFM NT t ELEV 9 12 ?8 12 6F000 RRILING PER MOE -57YLE MAY VARY THIS STROR 7 35° WME B RISERS 7/l6" s 7 Tn6, THIS STAIR 42 " WIDE ' B RISERS - 7 7/16 i 1 Y/ I m j F In srHs - .16 WIDE ' 7 1 7 RISERS N -THIS STAR T Rt5CR5 ' S' T 7 T '. 7 40 TRERTEI to, P 6.,?S,• OOTING STRIR SECTION FILL HGT. 2.a WR FRAMED PLAT - 15SUE0ORTE: i QrV1510NS: 0 ?vV _j m .a u D ? O Z H R-13 SULATIGN RLWRYS Z Q 10' O LL Z W 1il 12": N 1R 5FRCE cl E%TERIOR RLWRTSJG OR RLWaiS Y QD O 8 e9 t/S' u 0 Ca ?? _ 1a 2uG _ M 1 N 7 11 2. 1E G U... 1 V -] "I 13 Q ?_ iEC E£L1[tIN ci ON ?*cLl 5 i OPT'L. 4' GREAT RM. BUMP SCALE: 0/i0"=C-U T OPEL SIDE BRY 5CALE: 3/16"=1'-0" IY I Y AL MEFL. I TM 16' oc -2' 30-11 V2' _ -9 1/2 5'-7 tB'-B" ¢ 5TG:LL;!T-j. 3% N tl' 16 TREATED T BCLOW _ M TdG 3/4' 2.r W0.L ?` 666 EROR ffLOW::::::..._..._? A{ST { "PWER 6'91/>' 2' tl _ f td t@ ? rl B{ y. dYa .1 1 ' LE S 010N c.c C -HACK SHEET 5 12 q b t. Pi t e ( 10-I 11r 1 FIRST FLOOR JOIST LRYOUT A ?i InnIUU((I IC?IIII i O O U) LL Z Z) Q Z Li C W m nbn 1M w" J W M 7 MASTER RRER JOIST LRYOUT MA1. F: 3/16"=1'-0" IIm 9" cl, ------------- X G 0 r ? J? i' i 1 ?nm o? st8o i IfiQ2N O ?N y ?E? Nan u < s lH11 q ? - v n $ a an n ?oi? 1 i rm e? 4L VY -5/9' ' 1'i 3/C V 1 1 °w 4 rn ?v v 3 H- G P ? ? mapp Yi ° 1`11 5/4' A$4 _ ? FIONAL GREAT ROOM BU MP MODEL BRODERICK W MIN o? 0 JG m,.o JG m .419