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HomeMy WebLinkAboutPlanscel /97://-07 dAt-- r r gei/f/dii47,/-=`. / i7e, f / • Coc r 'r7 /'/..1 G' AteXixed,,e/oK Ci0-711,/ yeCikw APPROVED SUM -KT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD ► C DEPAR Datey- / Z B LLD COPY INSPECTION WITHOUT THESE PLANS ON SITE Page of BLMF-5-12 2488 \.(sot 0 1/4V 14J 41 , D LORME Top© North America TM 9 Data use subject to license. U DeLorrne. Topo North America TM 9. v m.delorme.com -H PAN 111.9°E II aY) aca 12VD M.4 N,3 SiO tPG BL 1" = 1,200.0 ft Data Zoarn 14-0 R -528.9P L-100- Ton•5O.1% 8.1032'29 CN -31742'28' 89.55 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 SITE PLAN THE WARHORSE RANCH n4Pw1471 , 5i619 ASPEN TREE STAND PROPOSED WELL LIMITS OF PROPOSED DRIVE 26'328' GARAGE PARCEL 5 204.997 ACRES ADDRESS: 0486 COUNTY RD. 1S1 58'337' HOUSE R•350.00 L•391.78 Ton.219.28 6-84'08'35' 0 -F.55512'43 -E 371.64 t ELECTRIC UTILETY STRUCTURE ELECTRIC EASEMENT REGI=PTION NO. 753934 30 0 15 30 50 120 1 INCH = 30 FEET Ls cdvii Ct ASPEN 1 TREE STAND _ C7 CENTERLINE 50' ACCESS ANO UTUTY EASEMENT RECEPTION NO. 5051[12 / $67.1847 PARCEL 5, WINDANCE RANCH 486 COUNTY RD. 151 COUNTY OF GARFIELD, COLORADO LEGAL DESCRIPTION Parol 5, W undone Ranch xxvadfng 10 the Final Plat thereof, (Reception No. 810207) as filed for record in the Clerk and Rmxdds Office, County of Garfield, State of Colorado. Alw being in the NWi 5E3 of Section 27- Township 3 South - Range 87 west of the 6th P.M. ASPEN TREE STAND NOTES: 1) Site Plan Dale: Apra 27, 2012. 2) Location of Improvements, Lol lines, and Easements are based upon the referenced Final Piet of Windanae Ranch. Location of proposed improvements were provided by client. 3) Site is grading is minimal. Grading adjecet to structures shell allow positive drainage away from structures on all sides a minlmum of 5% for the first 10 feet, Drainage Structures Including bul not limited to culvert), shall be installed per manufacturer specifications 4) No Retaining watts ere contemplated. 5) Utilities ere shown approximately and should be field verified prior to excavation. 6) Surveyor does not warrant or certify to the integrity of any Digital Data supplied in conjunction with this document. 7) Lineal Units of the U.S. Survey Fool were used herein. LIMITS OF EXISTING GRAVEL ROAD R-852.48 1.253.18 Ton.128.20 6-2213'57' Ckl•N 75'09'47"W 251.59 COUNTY ROAD 751 --�� Archibeque Land Consulting, Ltd -- Professional Land Surveying & Mapping' - 105 Capitol Street, Suite 5 - P.O. Box 3993 Eagle, Colorado 81631 970.328.6020 Office 970.328.6021 Fax ELECTRIC UTIUTY STRUCTURE SITE PLAN THE WARHORSE RANCH PARCEL 5, WINDANCE RANCH 486 CoUN7'Y RD. 151 COUNTY Qr GARFIELD, COLORADO MAR Fe CAP or 1 12124 osAwatc HAW 12124_SLTE.dovg 04-26-12 oaclu:o e TTA V TP STA10BN3 WM ICA ROOFMO OR SSD ROOF CELLAR KM 16796Ar1ER FATTENS 0 S. 0.C. 2n RS CEDAR CORNER BOORS 002 ROUGH SAW Op MSS TM6ER TYP. p)r YAOEC.cfl' MEL.TYP- 1lRSCEDAR 1W11.TP. 7Al2 RS CEOAA FASRA. TYR 21.2 AS CEDAR IRV ARPACI WY OW9, TTP. CUSS KM ANo SFTIFA VMS 1roc. 21 R9 CESAROOFFEA SIAM tJ RS CEPA Mt IYP. 212 RSCEWW BSA TYP- Frit T YAOE RS CFI1NTMiAER EXPOSEOHFACER 45'r era4 Co -ver ed. OO APOWTE 6sRK,iES FAVAEVES VIES SONG 1111R8CERNl TYP. MORISEMU1Eitl(FI JOBB. ITP. 201 FSCEGNPOSW L S"ISFMNOJM'Np15)CESAR nom WP. IP TIME. C'DWRRE4 TYP. 1l CEDAR TRF6TYP. 2x11 FS CEDAR FA OA1YP. eROMSCOLOR STORE FRONT STa>E 2a RSCESARPOSr OOORIYRFNXHf INM FRONT ELEVATION MIAMI( MI( IYP. TONGUE N CRONE BRPO13 wREOY1000 2tl3HNA FEW FFtWf CIFFKK E»0 S7EEL EMIG u os RSCELNa 1R1 L1YP. 7NAS R9 CEDIA FA31/A TYP. sa RSCAWS NVU.rfr-�' JJJJJJ NORMS PMTFAEOR JONF.IYP. 14 R, CUM POST IPC ri 1 I FA --TIE 1TP Mar II Fni DLMI NM EA ZA3eCEDAR, QUIVER TOP EDGE Jaa COVER 147 SLOPPED SETIL FUS ON LEFT ELEVATION STPIONGSEAM IETAL ROOFMG ON WITON wFaq id? AM HEIST F1RYRCHISK.10 NI RS GEAR POST FN 414 KICKES SIS R9 CEDAR POST ,0/2.i-70-"4,41 e'red fore es P ird e .444emclprl Pf 05 cow >71yaC.r, SHADWICK VACATION HOME TOPONAS, COLORADO C/? Z (i— LU LU ssenJesign Vineend Nissen. 8360 Dover Way Arvada, CO 80005 (303) 421-6168 DATE: 04/02/2012 SHEET: A-1 wars i 122 ROOOH SAY1 MB) F IJI 1rEER,T1P. or WEE vMee. M. 11F2 CEDAR 11111, 7AP- 711714E CEDAR FASCIA 1YF. b2 CIWORM MOM 1R1B90161, 7YR, CEaAR WAD AMM BUM IM71E14 f w O.0 M AB CECAR CORNER BOARD MA1CIOSEW METAL ROAM ON SHED KO /j cmrxBwRo►wBAiFd iMRS CEDAR CORM BOARD IM MFS' 1WAC Ir. STEEL 644 1m RS CEDAR TM, TV, a12IASCEOAR FASCMATYP- u 2,2RBCEDARITarrT. 7a1a1EROOM E AaLLBr PEW= 7rTROSOE0FEE PAGE SRONEE GOA 110rE 1110111 an wrDlEVAF FIRwCISNONG NOR 'MOM LW avaaEOOLOR BSORE ROIF OOp1FBeq[BBIRD REAR ELEVATION STAMM BEAM METAL ROOFNO p1MBDOWAH1ReA MOM anl 0.13 FR rnpeEBXB OLSTRESKOMEL RAFE1740 SEAMMETh ROOFING: ONMIC'1M'AMMO _of -/-1614.4 1 , erg oy.je,3 pyideiikt4 eh4ded p/,5 11911111 If l 11111111111 r1 RIGHT ELEVATION 174. tee P10114111.1. XIM EANDO PT E mousRRErurcco EdE RMDIEMIN nit A1rown SHADWICK VACATION HOME TOPONAS, COLORADO ATIssenDesign Vincent Nissen 8360 Dover Way Arvada, CO 80005 (303) 421-6168 DATE 04/0212012 SHEET: A-2 STATE CODES: 2006 1R 2006 IMC 2008 NEC 2006 IPC DESIGN CRITERIA: FLOOR LOAD. 40 # ROOF LOAD. 100 # WIND LOAD; 100 MPH V-35 EXPOS C SEISMIC DESIGN: 0 HOUSE CRITERIA: ELEVATION ABOVE SEA LEVEL: 9264 1ST FL. WALL HEIGHT: 8' 2ND FL. WALL HEIGHT: VAULTED WIND- HEADER HEIGHT- 6'-9 314,. BASEMENT HEIGHT: 9' 1ST FL SQ Fir: 1863 2ND FL. SQ FT 1603 TOTAL SQ. ET: 3466 OVERHANGS: 24" OVERHANGS FIRE SPRINKLER SYSTEM NIA ROOF INSUL R-49 WALL INSUL: R-21 HVAC: EuRN°sea BOO FS, REGISTERS. 8 [7UC T ONLY BY MH HRV.. NIA WH' °sae r MATT & LABOR OSBB 51'-O' X 6-0' —I_ 2600NPLF Pi III 1 ' ' III in III r' \ in in \ -��, _� Ilt_,_JII - I41 4 --- wO II lila a y6 IIIV°+U ; ri II INTI TIN N11 r ` � fE fV 0 r IIF,FtI -'—II 35000NPL ZIl III :41111 x III cu III 35000NPL Hi -- 111 111 III III 15000#61L 1 111 01 in IP o III III I —-1`_---_-_ 6. III MULTISTATION SMOKE ALARM TO SLEEPING AREA WI 12.3 WIRE 5000NPL 15000 PL 15000NPL ::- I--- 8'-Z^ L-- J 8'-7' L J 5'-9 r 9.-6¢' L— ! J 7,-11}' L J 3`-3 ' L J 6'-01` J 6'• -Di' 2' -le FUTURE BATH RF INF. CONC. FOOTING TYP- ra C- 4' REINF. CONC. SLAB OVER .006 POLY -VAPOR BARRIER OVER 4' CRUSHED ROCK TYP. -REINFORCED L ,-1 ADJ. STEEL PIPE FUTURE BATH COLUMN Wf BEARING PLATE CONC. MTN. WALL OVER REINFORCED CONC. - TIP. — — 2 600NPLF 1 I I.0 al 17' -Q' - 7'-D' SH' -0' FOUNDATION 5-4IY/t pqe$ eked /trt_ F 37'-0' X 12'-O' GARAGE MAT'L & L OS B V:416 Cc10 J �' Efa I" <E° ; • i E 1 41 4 P2VrsIONS:Q e8rEeMsM, 1110/BOT MOM= 66707 Al glassy STA CODES 2006 13 INCIRC 2006 IMC 2008 NEC 20061PC DESIGN CRITERIA: FLOOR LOAO. 40 6 ROOF LOAD: 100 8 WINO LOAD: 100 MPH V-36 EXPOS C SEISMIC DESIGN: B HOUSE CRITERIA ELEVATION ABOVE SEA LEVEL' 8284 1ST FL. WALL HEIGHT 7 2ND FL. WALL HEIGHT: VAULTED WIND. HEADER HEIGHT:: 6-9 314" BASEMENT HEIGHT 9' 1ST FL SOFT. 1863 2ND FL. SOFT: 1603 TOTAL SQ FT 3,466 OVERHANGS: 24' OVER N FIRE SPRINKLER SYSTEM NIA ROOF INSUL R-49 WALL INSUL: R-21 HVAC: FURN OSBR BOOTS, REGISTERS. A DUCT ONLY BY AAH HRV: NFA WI -l. OSS 5 DECK OSBB MAT'L & LABOR OSBB 51'-O° X 6' -0- 5W -Ir —a' —1 -9. 9'-9' 8'-1 4'-4i 6'-3 4'-11 1111 WAILS r FLOOR 4°-3' OWNER BATH V015 11 ro 2)1% 1,1 ' LVL FLUSH HCR i V11 ; 2LVL FLUSH NCR OWNER BEDROOM 16'-9• X 23-O' 6'-10 2'-6' 19°- 1, m PCTV1SHt860-2 L/Y- 22,6/1L8 E6FQ 3 4'-11' 7'-8' PGTViSH 66¢t L/Y• 22 /1L8 EGRESS '-10' 1 211•.,1 V.' 114 FLUSH HER 412;x3-0701, FLUSH HEIR LIVING ROOM 23'-1' X 17'-3' OPER TO ABOVE tx4 CAP ON TOP °OF ZOE VAL.LS, 48W TALL 4216 HCR WALL 44'x4W R.O F06 FIREPLACE 8 05810008 SPECIAL ITEM REQUEST DRYWALL WRAP 6'-63' —rxrininr PAIDIACF 6Y +LAn pz 4 FI/ '1F1 -i IOR 6l TRACE V 6'-6 273 V24 442 115 113 RAISE CARAT 3>2x4 POST3)2x4 POST TALL 14'-O' T ROH, ODOR OSSB R[Fnrr OSer B OSHH DOOR SPECIAL IT h1 REQUEST DRYWALL WRAP 8 7 -1 4-11i 52 Hr 91 4 rr H,p�n� Ht o�ilgr ;vs e�r+ Hs�wsiFumrs ow Y4' 2 KITCHEN 13'-1' X 12°-1` RAISE CA61NETS W' IW FILLER 3' FILLER MKICNING TOC 112 rc>wq 1 V24 Vt450 V1@3r01 —47477 ITRITS1 2AR 3)2x4 7 312x4 POST 2)1);" .1 V' INT FLUSH HEIR 21i. x11,' lvlFLUSH MCR �— - — - 0 [i DINING ROOM 16-9' X 15'-9" 3)2x6 POST PGTVISH 660-2 vv. 22 -/11.9 9'-1 24 -0' fU GARAC MAIL a 07 E OSBB & LABOR SBB AGTYBSH 660-2 LIN- •'- -/1L$ 7'-8' 4, -Hp 17'-0' 58'-0' 1 st FLOOR PLAN NOTES: ALL EXTERIOR OPENING HEADERS ARE 2> 2 x 12 SPa2 N UNLESS NOTED OTHERWISE /DECK OSBB MAT1 & LABOR OSBB 37-O" X 12'-O' or -ix opt_ 8 x 1 MIAALIMM•10.! llltt)!CT 144a�7Q 66707 A2 wiporiPT 5B'-9' 1 g'-81' 10,-0' 3'-3 17 24'-0' 3'-E' d019 SSG 9d dkW►---TTTAL'1d Ac...„Pirv9s•1+erx PGNB0S qu 9 TRAP M -1R SA isire n= 1sT Vl u.o W C$}q��pO M..yvn AE01ayypN 51 1 ShELF 1 ROC 372x6 PAST 372x6 PGSr !`FFISSA▪ LJd 1 SHELF 1 ROD — - \ / \ / \ / \\ BEDROOM #2// \ 16-6<16-1V \ / \ / \ / \ ▪ / / / / / / / ( /7\ 8' EX.' OORMFq I WALLS CkTHEDRAL CEILING 7'7h" I0Z I-V. 3)2x� POST \ LOFT 792 5q ft. \\ I I I1 I1 sr IigIL / \ I I11A R RAI 312x6 POST LVL R•DGE BEAM TBG LVL RID" REAM TBD / / 3'-3 ' ja'-0' 3'-81' 1 SHELF 1 701 }2)46 HIST N • 1- N. BATH #3 e• RXT. DORMER WALLS un xi:m EIAAIIEN JP N 2/4 \ / \ / \ / \ / \ / \ 13EDRM #3 \ 16- ' X 16-1' ft eJt b \\ / 0 0 B -2 JY+ 32 /3 2 /1 L 0 6 IY0,6 SS 4'-21' 3'-9i' 17 / / / / r /\ / \\ / \ / \ / \ / \ / \ / OPEN TO 1 BLL0W / 396 sq ft. PGNSSHI 1040 T0A1, yv.9s0,alfe IN - 9.510.0 PaRern;nrra -01' PGTYSE! 1S40P P6r,E&9'4041, PGiYBS11194L Lfl ▪ 41/60 l./0 19/04 ay. 3100 3'- 3'-2 2nd FLOOR PLAN NOTES: Atl.£XTERIOR OPENING HEADERS ARE 2> 2 x 12 SP1# M UNLESS NOTED OTHERWISE 17'- 3`-9 / / / / / /7\ B' F %l. DORMjR WALLS CATHEDRAL CE1INI: 372x6 POST 3/2x66 POST J 7 •>�' 10RH1. i PGCLC4i440-2 L/V.12.2/I0.6 EGRESS 9'-0' 8-0 4'-21' DECK OSRR G 101 L; 3.34 SO. FT OF NLT f REE AT1IC VINT FLASH: VG CVE R WINDOWO A'40 LICi:]IS P. CONIINJOLFS RI0GL VL31 t /l rI / I //r / / /// /r �jCrr E 24"OIE. A,t GARAGE OSBB 050 THESE: DRAWINGS ARE FOR REPRESENTATIONAL PURPOSES ONLY, DRAWINGS MAY NOT EXACTLY REPRESENT FINAL PRODUCT. DETAILS MAY VARY. LEFT ELEVATION 1' GARAGE OSBB 1 r RF TATE STORE FR0IT OS88 1 L J FRONT ELEVATION Sf1EATE31!3G, FLAS1.13NG. 1501EEE. WRIEf P00I liNDEPLAYMENT. SH IWA FS OSA ` J, TZY].H SOFF T 1 24'0.11 0ST3R COW P.. wrc 00W. a 0000 TRIM BUILDER GATE KMM et. sA-tot2 .y DATE DRAFTER l. J 04_4 0 "s= o o il ECR <E°N <iU Ni L'2 Ii 1 ITSCOrT CUSTOM HORS P WO/1K.r NV) IU 66707 A4 l- IN7•SI-I C.RADF FII ISH GRADE 24"0 DECK GSBR THESE DRAWINGS ARE FOR REPRESENTATIONAL PURPOSES ONLY. DRAWINGS MAY NOT EXACTLY REPRESENT FINAL PRODUCT, DETAILS MAY VARY. RIGHT ELEVATION 26.Q.H. ■ MN . NM ■ r WK. (RICOE •ru FEWEST L i r----1 � I 11 R[Pk[ 1 1 frt... I ! I __I L___J r az,01 s.ticf :uu Eco I L _� • GARAGE OSBB REAR ELEVATION DECK OSR BUILDER DATE U KMM C3RAETER 6-1-2012 y 1 IT 7 1 1 I TOPONAS, CO 1410.7/10T 241.111DER 66707 A5 CONTINUOUS RIDGE VENT CAP TRUSS SHADOW( EAVE DETAIL NOTCH TOP CHORD 1/2" AND INSERT 1/2" MATERIAL ENGINEERED TRUSSES 2 16' O.C. 12 10 FRAMING ANCHOR H 4'-O. O.C. 21 2x12 RIM JOISTS SEE SHADu1CK DETAIL ABOVE R-21 BATT INSULATION 2) 2x6 TOP PLATES 2x6 JOISTS @ 24. 00. W LAG SCREWS 9 6'-O' O.C. E) 2x4 TOP PLAT 4) 2)12 RIM JOIST; \_2) 2x6 PERIMETER JOISTS »' GYP. BOARD rI F1IAMSEAL F-2100 ADHESIVE 2x6 PERIMETER JOIST R-21 BATT INSLLA SIDING EA6 SILL ■I SILL SEALER 206 STUDS t 16. O.C. um PBOARD Ni NAILED 2x4 STUDS 16` L.G tr GYP BOARD UED 4 NAILED 24' 2 X 6 CONTINUOUS 2' RIGID SUB -FASCIA INSULATION RATED GSB SHEATHING Ex6 SOLE PLATE 13k. An RATED OS T1G SHEATHING GLUED L NAILED a SOLE PLATE 4) 2x12 RDI MIST 16-0 1 ENGINEERED TRiFSSES SPACED PER FDTN PLAN 14" 1 14-6 a) 2x12 REX JOISTS SIMPSON LNA6 (or Ar:424 FDTN CONDITIONED CRAWL SPACE & BASEMENTS ax4 DE TWA B•x10'-OHi REINF, CONC. WALL OVER -4'xB•D REINF. CONC. FTG. 4' RE INV. CONC. SLAB ❑VER .006 POLY -VAPOR BARRIER OVER 4• CRUSHED RNC( Y a r•"i42 +.. .. 2x6 BLOCK - —STEEL PIPE COLLIN VI DEARNG PLATE INSULATION PER ENERGY CODE REPORT -- MATERIAL t LABOR ON SITE BY THE BUILDER OR MATERIAL OR PROVIDED BY ALL A14ERICAN FOES) FRAMING ANCHOR t 4' -FF' O.C. 2' -6' S66x1'-0'D REINF. CONC. FFG. CROSS SECTION ▪ 14'1 9'-0' BASEMENT LMDISTURBED FINISH GRAM BACKFILL 405 s 07:1 log e ri 8 1 0 Pi 5 V R aEEMINBr 1 st FLOOR TO 2nd FLOOR {1' LANDING D LANDING C 4'-0' IANDING 6 LANDING A 16'-6' lst FLOOR TO BASEMENT OSBB LANDING D LANDING C T-4;' LANDING B LANDING A Y-101' Lel NpLSSF —T BUILDER DATE w xrara DRAFTER 5-1.2012 m t� LISCO'LT CUSTOM HOMES PPXONCT M11N=LL 66707 A7 HE ET ELECTRICAL LEGEND SYMBOL DESCRIPTI❑N SYMBOL DESCRIPTION cp DUPLEX RECEPTACLE ee TV & PHONE 9 SWITCHED DUPLEX RECEPTACLE Q CARBON/SMOKE DETECTOR `'" T GROUND FAULT RECEPTACLE 1 SMOKE DETECTOR GIi"P0 WATER PROOF GFI RECEPTACLE run CHIMES 2P40A 240 RECEPTACLE (RANGE/DRYER) 0 DOOR BELL ® DUPLEX FLOOR RECEPTACLEPD KIT B PANEL BOX CLOSET LIGHT /1/ 3 CONDUCTOR WIRE 1P15A 14-2 DINING, NOOK, HALL LIGHT AC DISC' AIR CONDITIONER DISCONNECT 12-2 (11) FOYER LIGHT "°' AIR CONDITIONER CONDENSING UNIT f 4s/PC BASEMENT PULL CHORD FIXTURE 1P15A PENDENT LIGHT Q J BOX ® RECESSED FIXTURE Q THERMOSTAT Q RECESSED EYEBALL FIXTURE BEDROOM #2 CEILING FAN <WHEN DASHED REINFORCED SWITCHED CEILING BOX - NO LIGHT FIXTURE) E _ BATH FAN/LIGHT COMBO BATH #3 WALL MOUNT FIXTURE F MALL FLUOR. FIXT BEDROOM #3 i i FLUORESCENT FIXTURE 12-2 tru 2 -GLOBE VANITY LIGHT S SINGLE POLE SWITCHED UICRY 3 -GLOBE VANITY LIGHT 2P30A MOTION SENSOR SWITCH 41, DINING ROOM CHANDELIER 1P20A THREE WAY SWITCH DINING ROOM FOUR WAY SWITCH PANEL SCHEDULE 200 AMP. CIRCUIT WIRE SIZE CIRCUIT DESCRIPTION CIRCUIT WIRE SIZE CIRCUIT DESCRIPTION 1 1P20A 12-2 DISHWASHER 2 1P20A 12-2 KIT A 3 1P2OA (12-3) ❑PTI❑NAL DISPOSAL 4 2P40A 8-3/WG RANGE 5 1P20A 12-2 KIT B 6 ' 7 1P15A 14-2 1/2 BATH 8 1P20A 12-2 RANGEHU❑D 9 1P20A 12-2 OWNER BATH Ai 10 1P15A 14-2 OWNER BEDROOM 11 1P15A 14-2 BATH #2 w 12 1P15A 14-2 BEDROOM #2 13 1P15A 14-2 BATH #3 N(14 1P15A 14-2 BEDROOM #3 15 1P20A 12-2 WASHER * 16 1P15A 14-2 LIVING ROOM 17 2P30A 10-3/WG DRYER * 18 1P20A 12-2 DINING ROOM 19 '*201PI5A 14-2 LOFT 21 1P15A 14-2 FURNACE ¥22 1P15A 14-2 BASEMENT 23 2P30A 10-2/WG ELEC WATER HEATER *24 1P15A 14-2 GEN. LIGHTS 25#26 1P15A 14-2 GEN. LIGHTS & SA 27 IP15A 14-2 GARAGE 28 29 30 31 32 33 34 35 36 37 38 39 SPARE 40 SPARE 41 W/225 AMP PANEL BOX ONLY 42 W/225 AMP PANEL BOX ONLY NE ALL GENERAL CIRCUITS ARE AFCI PROTECTED INSTALL BREAKER TIE ON CIRCUIT 1 AND 3 w/DISPOSAL (BREAKER 3 WILL BE A BLANK WITHOUT A DISP❑SAL) ELECTRICAL NOTES 0 WIRE FOR MICROWAVE Q DOORBELL TRANSFORMER 0 GFI RECEPTS IN BASEMENT WASHER AND DRYER RECEPTS @ 36' A,F,F. ELECTRICAL BOXES SHALL BE SIZED PER APPLICABLE NEC, 3k INDICATES L❑CATI❑N PER CUSTOMER ELECTRICAL NOTES 1. CABLE TYPE! NON-METALLIC SHEATHED! CONDUCTOR TYPE COPPER, WITH GROUND 2. SERVICE AS PER PANEL SCHEDULE, 3. GROUND FAULTS USED PER 2008 NEC 4. WIRE SIZE 18-2 FOR CHIMES AND DOOR PUSH BUTTON 12-2 FOR APPLIANCE CIRCUITS 14-2 FOR GENERAL RECEPTACLES AND LIGHTING 14-3 USED FOR 3 -WAY SWITCHES AND SMOKE ALARMS 10-3/WG USED FOR CLOTHES DRYERS 10-2 USED FOR WATER HEATER 8-3/WG USED FOR ELECTRIC RANGE HEATING AND COOLING EQUIPMENT AND SPECIALIZED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS, 5. MAIN PANEL1 200 AMP 6. MAIN PROTECTIVE DEVICE' 200 AMP 2 POLE BREAKERS 7. TESTING PROCEDURE! PER NEC 2008 8, BRANCH PROTECTIVE DEVICES PER PANEL SCHEDULE. 9, FIXTURES ABOVE TUB/SHOWER SHALL BE MARKED SUITABLE FOR DAMP L❑CATI❑NS. 10, ALL GENERAL CIRCUITS ARE AFCI PROTECTED 11, ALL RECEPTACLES TO BE TAMPER RESISTANT. �_l l! 7.6 cc 413-a !Op p L a0) meiN a=0 ■ g WAeo,Wvr PrOICEZEI 66707 E1.1 MIAMMT 1 3' VENT 2 VENT d016S RTBALRd WF IK$AI. 10.1 J.'d 7 Y'` VENT -\ nom\ ACCESS, / / 3' WASTE 2• VENT MO6 $0t4 ' /17\ / \ / \ / \ / \ / \ / \ / \ PGCLCA2440-2 / / / / / / PGIVE151-1 1040 TRAP acnav, ,ane NV - .517 0 rt 9t441,T2 v.+' ° A vE ry Baa \ RUM L_ ACCESS 1 r3 2' WASTE ATR VENT . -• `' VENT // Krim 1s4 PGT iawp PGMOM LPWP \ SUPPLY iT I VENT \ / \ 1 / \ / IT\ / \ / \ / \ / \ / \ / \ / \ PGCLCA 2440-2 L1 J NA (. $ SFr BUILDER DATE VCMM J 1 DRAFTER 2nd FLOOR PLUMBING PLAN y�y ATE NOT TO SCALE A 41 MMIIIKOPIN NOME. rROJNCr rrvsune—` 65707 P2 SRCT jouNOA1ON CRITERIA RffIOAE/IC£'SIIB'r OIL SEM FOR FOUNBVION OESION' BY 11P CE0IE0H JOB R0. 112027A DATED APRL JO. 2012 DAD/07111 COUPACTON I. NORM. BAC11 F71 SHUT BE =RIMED N NIX B' ITIS 0 03 OPIONN 111016R0RE CONIQTT 10 952 SWUM 5480 PROCTOR 1060T PER '5144 DMB9. UNFINISHED BASEMENT ONLY MAIN BEARING PARTITIONS ALLOWED CONCRETE NOTES 1. NL 501401181E FOR WAILS AVD F0O11N05, SHkL BE 1050 WI0I TYPE 1 CaERI. STONE ACGREC111E AND 110L DEVELOP COMPRESS66 STBENCle AHO SITU 1MAVE -SI.ONP OF 3 1!l' NIDA 160111.11111/4 MHO OE OAS. 2. All REH30RUIC BARS SHALL BE A5101 AS15.0443E 60. EA{ VI COLIINR TES, ECM SUMPS AV MOOED RATE ANCHORS 141CH 514E SE 4615-CRADC 40. TAIDFD 4400E FMC MILL CONFORII TO ASIN 4185. TOM SNOS SHALL 00111016N W ASM AMB BOH 60 NSI ENSILE SI IUIGTH. 3. CONCRETE PROTECTION RR 141110ORCEli7R MOBS 0119366Sf NOTED A COOTIE [0(80D WAWA EARTH... -....3' B. MCIi111 POURED N FORMS BUT EXPOSED TO REAMER OR WOE IS BARS 0R SIWiFR...._...1 1/2. BUSS TAXER TIAAN 15..___.2' C. 501.1114115. SRN/CS A1U BEANS (PPoHCF'N REY4CACDJFM, NES NU SHPR11PSf.......1 1f!'. 0. SUBS PRO 1611 13..........3,44. 4. NO SILKS OF REINFORCUEHT NAT EE TWE MD N0 TOWING 10 RONFORp1G sou BE PER1111co DCVI AS DOLED OR P,IJIT 02@ BY THE STRUCIUBIL 01r1E✓EDt. LAP SAUCES, THERE PERMED: SHALL BE A NIHION Or AA BRR WADERS. 910E FMK TErraRCf3ENI 450 LAP OBE FOU. NESII PWS 2' A SCE A177 END UPS, our NOT LESS TIM TF. ANO 94LL BE 6I11E0 IOGLTIGJI lox ALL was CONIl10pF, AROUIO CORNERS 0R PROAOE CORIFR BINS OF Ma SDE Al8140901X0. S 11002. EARS IN A000110444E moi THE LATEST EDITIONS CF Rif 14141. M NTYTUL AND Ki BLILDOI% CODE NEO IITOMENIS FOR REN'CRC@ CONCRETE. B. PAOIOE ALI NOCESSORIES NEC£SSAR010 SUPPORT REINFORCHC AT P0911415 SHOWN ON 11E PLUS. 7. PLACE (2) - 15 WAS 4101 2'-0' P6QE401 ct mom ALE OPENOICS W CONE TE B. SUBS ANO BEANS SIWL NOT HAVE JdH1S W A 410RI71NDAL MANE. ANY STOP 0+450140101114041141120400 WOE AT EIM R OF SPAN 4111F1 VEHIIUL BU111 HEADS AHD 4401020ND1 TEES, UNLESS DOIERIMSE 900401.9.01ANSRAICIION JO 41115Hk18E A5 COILED CO AS APPRDIF11 Bf PC MARTA TOO r IC TON ELEV. AOC, -0- 61.0F. ELEV. WALKOUT BASE 4 C0110RklE SUB 91 14 C 24' OVER 10 NIL VAPOR 9ARRIER AND 4 SEAL ALL RPE PONE1RAIION5 AHO LAPS C4 400044 WIRIER 00115083E man LEE. OETAL £ ON 6-2 IT r0ONOREIEF00THG REF. GENA E OV 5.2 rIT437 _� 5.2 410033 1.0.I. WV. 0Y-0' 9.0.6. ELEV. 97-6' STEP 1.031. 2 BEM SUE It£FJIf S- 10.4' FOUNDATION PLAN 1/4'=1'-0• STEP 1A0.. 2 1001 2 1 1 T SEP FLOE 4°-10' 0.0.44. 01011. 197-0' 1ELEV. 016'-5'- 44 GARAGE 4' COHCAEIE WSW/ 0 24.0.0. E4. 0480 4' CO CRlISTO MBE ELOPE 1/4' PER FOOT TO DORS T.0.... C1 11, 107-7 ELO0. 85'-6' STEP 0,0.0. 4'-1C' ?/Z 77 xe �t�icLT� 11(3 !i! T t iNl/� JJ SPI EG/ ?JJJIj/ L as X000, A1E eR r NOTE IMO • TCP Cr 16141. 11.0F.• BOSTON OF ROM 1096.06.• ©tot TOPONAS, COLORADO FOUNDATION PLAN 1VissenD esign 8360 Dover Way Arvada, CO 80005 (303) 204-5662 DATE: 05/21/2012 SHEET: S-1 (P}2.I 1RU1FD SU P101 11/ 5/111611 10' L MOM ECUS 0 d'-0' aG NO 6' FROM HAIL BAS TOP OF BOLLS ARE TO EE BMW T0' SURFACE OF UPPER SRL PIAT +5 0 18' 2.15 00171. 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COR. 8011011 GR40E: SWPE AWAY 6' F4I614T 5° kW `l • Tn • 445 COIL 11 ROW • 16' 1*'2' 0016 MS100K V ETI SI r'_t.-0' • arm FOUNDATION. 9 DOOR OPENINGS 5-1 1 .5' -Tr (T) LATERAL SUPPORT SECTION AT MONOPOST i,2 1-1/2•-1'-0" TYPICAL FOUNDATION STEP REINFORCING sa 3/B•.1•-0• BEAM POCKET 5 1 3/4..1'-0• BEAM S_PIICE gt 1•:1'-0' KS COMER EACH SEC OF EGM 1/4•56'68°4' PGA r4 5P0 006 0MC ttrrm u re (I1P) 1I/161401E5 FOR I/2 0 IRO HIRN DOLT 6 11 COLUMN SADDLE AND F BASE PLATE DETAILS SHADWICK VACATION HOME TOPONAS, COLORADO FOUNDATION DET zssenDes'ign 8360 Dover Way Arvada, CO 80005 (303) 204-5662 OAre 0512112012 SHEET: S-2 PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 76i- e /0z2195/,' p/6,/' ,r• «5- /9/ b SECTION SE 1/4'=1'-0' 4/ W C0171'FA 8E1W GABLE END SECTION 54 r•'- '-o• Neel/400tcg11,1nipy'?!5 , -quiTed . / . 1145(eawm 034! i t i-1,j� uIY& A)L Cd/F1,ij-1 IY15 peGT7OY'+ LEGEND BFARNG 010. 00 (2-2.6 POST DONE a 786 you (UNLESS N01E001Lt00SEr (7)-I 3/09 112' LAl NCA41(R OEM DENRIHSE NOTED) II/10(IIOOI.IAR-I $E 0161404E0 LW.' _ (2) 314' 18" PRE �FRAMIN GN ' 1 OVERFRAINNG AND 1(456115 TO BE NCR Fn 12 OR 8ET100. 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DECK OR PORCH 201515 ma 03415 TD BE PRESSURE 10(0100 OR IF.N04LY SEALED AT DYE OF C0H5IRUC1ON 8 NULRPLE P1.1 DICKERED ULCER BEANS ANO HEADERS 51W L BE RAI UP PER C'OFINECRON SPECIFICATIONS LMR BY WWJFK1L4CR 9. 061 JLT0T Al* MUSS O241410(5 N1p p1I(645065 LA151 01 0EAFlE0 9r 101 RESP(CIHE 54004005' 90, DIUPHCS AND 00(000260015 7. 10 11 SEC kO5T 4040 LLl WWUFACIIIRERS' 811ERAT0RE FOR 5P(C(IC CONSTRLCDON 4(166.0. 9160/110 514460 (ONF00R TD MERIDA PUW00I Assam -tail CORRENI FRO 6001 SWARD SPECIFICATION AND $TOLL BE PE1IFORYVR,C RAR/ IN 1M( AIERLAN PL0O00 0.550(10.0664 TO THE GRADES. SPECIFIED. A ROOF SWANK 04416 BE 518' APA RATED SHEATHINC, 32/24, CIPDSURE I HA4 0/ 8C NAAS AT r OC. AT PN400 PERILET(R ARD AT 12' O C. Al INTERNEDATI FRAYING.. 0. 061(6104 NAEI 1IEANIN( SHALL RE 15/32' APA RATED 9(A141NG. 37/74, E]IPOS1RC 1 HA1A 0/ 7d HATS Al 4' 00. 01 PERNCI04 440 8" 0.0 IN FRO #///. /g, o 1RusSES 0 24' `4, 18 5-3 N A GAELF ENO TRUSS DARLOGL WE AT 7410C 2+2 Rs cum FATQ( ROOF FRAMING PLAN SHADWICK VACATION HOME TOPONAS, COLORADO GARAGE FRAMING �4sse J esign 8360 Dover 'Way Arvada. CO 80005 (303) 204-56452 t, ATE 05/30/2012 SHEET: S-3