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E., IMWMI MEM MIMMIN NUM milim mom .m=wi, m. mi a.m. -- -- - iimmio 1 1 NI • of— 11111m1ii • • IIEW1www•EMOI "4- sukutr.r CREST HONES 2221 CLAYTON LA P0.BOX 10 BETI-OC, CO. 00513 C.CLORADO BUILT DIVISION 22 07/11/2005 08:35:52 AM LET ELEVATION DEALER-tvlODULAR CUSTOMER -'772 al /20/04 963 U 23647 DRAIN Br ENG. Di-EckED Br: KENT 5C4JLE 1/8 l'-0" OR 1/4 = T-0" DATE: 2003 514M/09-13-2002 m -E ELEVATIONS EET EL LE4CRIDGE 4 11uUIIIuIUIULLIIIAIIINllP " tutu u'uIII1Ii11010" u�. iI�€IIfLI D fiW NT ELEVAT10.1 SEE "ELEVATION" FOR FRONT, REAR AND LEFT ELEVATIONS. SUMPAQT ©NEST NOLIES 2221 CLAYTON LANE PD. BOX 10, BERTI OLIO, CO. 80513 COLORADO BUILT 07/11/2005 08:35:03 AM DIv151GN 22 V 1 3 E 0 N 6 DEALER -MODULAR CUSTOMER-?' 01/20/04 963 U 23647 DRAIN eY: ENG, O ECx1wD Y: KENT MODEL: 963 U 23641 3-BEDROCI"5 2-3.»7'5 TRIPLE WIDE /S = I'-0" CR 1/4 = I'-0" 9AT7: 2003 5F+CW/09-13-2002 TIiLP- ELEVATIONS 5-T.2 514EET: F L rr 2 LEGACY R1CGE I6D TOENAIL TO 2 PLATE SEE CRAWLSPACE D I6D TOENAIL TO 2X6'S1LL PLATE SEE CRAU.LSP • s +ETA1L -- GARDEN LE L OPTION SIZE BY BUILDER 160 TOENAIL TO 2X6 SILL PLATE SEE CR41L5PACE DETAIL 8" CONCRETE WALL HORIZONTAL • 24' 5 VERTICAL 18" 0C. 11 • 1 IASEMEN I EXT. WALL 8" CONCRETE WALL '4 REBAR HORIZONTAL a 24" OL, VERTICAL AT 18' O.C. WATERPROOFING AND RIM JOIST TO RIM SECURE WITH 6" LAGS" a 32" OC. FULL LENGTH WALL TERLINE SUPPORT 11 2XI0 OR GREATER 2x6 - 24" C.C. SUPPORT WALL WITH In" GYP P5F LL ROOF REQUIRES 2x6 WW "STUD" CR BETTER DRAIN AS SITE REC,lJIRES DBL. 2X6 TOP PLATE TUDS a 16' OL. SINGLE BOTTOM PLATE 03s 40 ))06 WATERPROOFING AND DRAIN AS SITE REQUIRES 2x6 - 24" CO: SUPPORT WALL 6' MAX HEIGHT (BRACE WITH 1x4 AT MID -HEIGHT WHEN OVER 4') OPTIONAL 12" x 6" TI-IICKENED SLAB AT STAIRIELL WALL BAS 16" x 8" CONCRETE FOOTING WIN 2 "4 REBARS dT PERIMETER 4 CENTER) RIM JOIST TO RI JOISTS SECURE WITH L SCREUJS 2X10 FULL LENGTH WALL CENTERLINE SUPPORT • 3"4411 FLOOR JOISTS ARE END NAILED To RIM JOIST. BEARING SUPPORT BY U5U,6 2X10, 2 X 2 NOM. LEDGER, OR LISTED HANGER A36 STEEL BEAMS- .OVER 2 SPANS LLB x 24 ,-__MAX.12'-6' BETU.EEN COLl1` 45 FOR 40 PF ROOF LL ?8`- MAX. 131-0" BETWEEN COLUMNS FOR 60 PSF ROOF LL 1118 X 31 - MAX. 13'-0° BETWEEN COLUI4S FOR 90 F F ROOF LL ALTERNATE BEAM 4 COLUMN CENTERLINE SUPPORT LtIN ", 3'-4" x 31-4" x 10" DEEP CONCRETE FOOTING -°4 KEBAB EACH WAY 4so OFT. FOR CR.4U,LSPACE ONLY STEEL I -BEAMS MAY BE LEFT INTACT IF NITCI-1 1 AXLE ASSEMBLIES ARE REMOVED. SUPPORT AT 12' WIT14 BLOCKING TO SUPPORT I -BEAM WEIGHT R -II INSUL BRD TO 24' MIN_ BELOUJ GRADE 16d NAIL MODULES TO SILL 16' C.C. 51-EAT14I1,6 OR TRIM NAILED TO SILL 4 MODULE 84-16' C.C. 2 X 6 TREATED SILL 'D A� p GRADE TO SLOPE AWAY 6' MIN. FROM FOUNDATION 6 MIL PE. V4PQR_BAWJER WATERPROOFING AND DRAIN A5 51TE REQUIRES CRAUJLSPACE DETAILS REINFORCED 8' CONCRETE BLOCK. WALL TO MAX 4' NIGH, REINF. CONCRETE TO MAX 6' NIGH. � 1 r01--/ a 8' CaNCRETEW4L.J 04 REBAR HORIZONTAL a 24" qc,yVERTICAL AT EXT. FOOTINGS To BE MIN. 24' DEEP OR BELOW LOCAL FROST DEPTH AND O1 ,p ((x i L I r UNDISTURBED SOIL 7�'.+ �n r..NIT CREST 2771 CLAYTON LANE F.O. 50X 10. 6ERTNO13I7, CO. 80313APTTROVED COLOCOLORADO BUILT 10/20 2003 05:57:55 PM DIVISION 22 ALL DESIGN DETAILS AND NOT - TIVE-ONLY AND .R ABJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. ►CHANGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL BUILDING DEPT. FOR FROSTLIKE AND SOIL RCJJIREF1ENNT5. FOR VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. eRAOK °T.i r�ovEL ` j� GT. TYPICAL C /' p I' T1 E I�IE �ASENT GRAN L °G`'LE. NoT TO &CALE C C SPACE DETAILS DATE. A -A CRAULL SPACE V =NTILATIGN AS FER LOCAL CODES PROVIDE 30' X 24' ACCESS TD CRaULL SPACE WIT1-I NSULATED CLCD 1 PASSAGE -WAY. 3-2XYD DEADER IN STIFFOFZT WALL WITH JACK STUDS FOR 6'-0' MAX OPENING. OPENING SHALL NOT BE LOCATED UNDER SUPPORT POSTS CF 1111GN MALI_ ABOVE. CItcUIT FO -1CKE DETECT PROVIDED -BCx FLOOR FRAME. St -ME DE OR 8-13 r -310P - __ L _ B -B 15 LE INTEr'Y.0 1EGTED ttNT. OPTIONAL 2X6+ 16' OC. SUPPORT WALL` carAETE FOOT 8171= AS FER LOCAL SOIL CONDITIONS FOOT STIE AS PER LOCAL SOIL CONDITIONS THICKETED SLAB SIZE AS PER LOCAL SOIL CONDITIONS 1 THICKENED SLAB SIZE AS PER LOCAL SOIL CONDITIONS I -L- i I B-13 -i 1 I L I.. ..€' I ..I f -- -T__ L L 1`...T I 1 E 1 7 L` 1 CFTICNAL STAIR LIAT GFENING IN FL00f C 1-1C1E NiNR'u1 3' DIM FOR latIDING._l STAIR tUIDTR 6'-8' HEAD REWIRED OYER N of STEPS LAf ID 15 P5 TO BE 8' MAK-- RJr` AND 9' MIN_ F 1448ITABLI_LCti t5 TT R-u5T BE LIGHT -PENT 55 OPER C `1`O-fiyET LOCAL AIC c 'cES. L 1 i \N ..--2,--.... te` -----_., INSTALL E TC,14,FC'R 5T Th1-IT EXTEND FROM .1-EOX 3' IN FLCC34 TALL IGNT a1 1—T - L - CpTIONAL 3' ROUND STEEL C0L1-111 FOOTI4U SIZE A5 FER LOCAL SOIL CCNDITIa5 ADD CCL.U-N AND FUCTiN FOR L SHAPED STAIRS. 4 i. W 6X6 WIRE MESH 11 T'N SAS. sa T 6 MIL VAPOR BARRIER CIZdII.L SPACE TRPLE WIDE 1,411INAL LEI, TN • DIMENSION OF rICDL'LE 1 in FOUNDATION OTES: CGT,ICFETE FOOTING 4 WALL 15 3000 PSIRB DAY. 2, DESIGN 15 FOR STABLE SOILS Gf 3M11 P5F BEAR1'44 CAPACITY, SOIL ANALYSIS AAI[] DESIGN FOR OTI-ERS SOIL oCNDITIONS TO BE PERFOF3,TED BY A COMPETENT PROFESSIONAL. 3. Tt413 TYP1CA . FOUNDATION INGLLIES SILLS, CENTER WALL, STAIRS BT SITE CONTRACTOR 4. SEE MODEL FLOOR PLAN, FUMING, AND ELECTRICAL FOR DETAILS. 5. FASTEN NLQGf2 DBL. F21 JOISTS WITH 3/8' x 1' LAG BOLTS. 6. Da -BLE RIM JOISTS ( 4-2x10'5) MAY 5F4'l 6'-3 FCR 40 PSF RCCF LL, CR 5'-2' FOR 50 PS1F R LL C.OW-!LS 11151' BE FROVIDED U4PER c"T+'D5 CF RCCF BEAMS 11 -IAT SFAN CFENITesS N hccu E LNIC J WALL OVER d'-0' WIDE.. C}-ECK FLOCK PLAN FOR SPECIFIC MODEL. FGR LAIR CCLL!-N 5FACIAG CONSULT A FIR ES ICNAL ElkINEER b. STAIR WALLS rN BASEMENTS MIST HAVE REaiIF ED F OT11. S AND COLLI -NS SUPPORTS. 1. BASET- NT WALLS FOR STAIRLIAYS 5LFFORTS I%11ST NAVE t'CSTS AND FOOTINGS FOR SUFFCRT CE FLUOR JOISTS ABOVE. ALL CESI N DETAILS Atm NOTES A& SUGG€STIVE LMT .'.NL' ARE SLIELECT TO TI4E ..11R1SDICTICt1 OF STATE � .SND LOCAL CODES. C 1ANGES MIST BE MADE ACCC'fi..INGLT. CONTACT YOUR LOCAL BUILDING DEF. FOR FRC5T L1NE AND SOIL REC2UIREMENT5. >,�I�11,f�vi Ill ',UInES. 7; 7i CLArTCW L TvE Po. eox 1m, BER t -L, -up co. B.053 l COLCR.-DO eIJILT 1')/1 101-13 ilk, N., DIv51C11 22 TYPICAL TITLE; _TAIL., F = ec FOUND ALUMNI. CAP P.L.S. 24963 0 x •0 •o MOTE' STRUCTURE IS UN -INHABITABLE. GRAVEL DRIVE MODUTIJ4 /! HOUSING SITE PTII4N SURVEY A PORTION OF THE SW1/4NE1/4 AND SE1/4 OF THE NE1/4 OF SEC. 3, T. 6 S., R. 93 W. OF THE 6TH P.M., GARFIELD COUNTY, STATE OF COLORADO. 01•11, OMNI MM. 28.2' v GARAGE 34.1' pVSAT. ^ 02 STORY 6 EQ IC `°LOG HOME 40.2' BLDG. COUNTY ROAD 233 NO ADDRESS APPARENT 10' v COY. S. IZ1 401.1' WELL HOUSE LOG BLDG. jSHED LLLLLLO�� SILO so 0 1s x l!ie 1 inch = 30 ft. BUILDING BLOWUP PROPERTY DESCRIPTION X X 62.1' t PROPOSED MODULAR 66' ALL THAT PART OF THE SW1/4 OF THE NE1/4 AND THE SE1/4 OF THE NEI/4 OF SECTION 3, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M. IN GARFIELD COUNTY, COLORADO, EXCEPTING THAT PARCEL DESCRIBED IN BOOK 817 AT PAGE 846 OF GARFIELD COUNTY RECORDS, LYING WESTERLY OF A FENCE' LINE IN PLACE, WHICH IS GENERALLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A WIRE FENCELINE WITH THE SOUTHERLY BOUNDARY OF SAID SE1/4 OF THE NE1/4, WHENCE THE SW CORNER OF SAID SE1/4 OF 711E NE1/4 BEARS N. 89'58'01" W. 3.90 FEET; THENCE ALONG SAID WIRE FENCELINE N. 01'13'43" W. 614.77 FEET TO A BOARD FENCE; THENCE ALONG SAID BOARD FENCE N. 01°53'48" E. 264.07 FEET AND N. 01'53'48" E. 283.06 FEET TO A SPLIT RAIL FENCE; THENCE ALONG SAID SPLIT RAIL FENCE THE FOLLOWING COURSES: N. 51.29'12" W. 28.88 FEET; N. 29°58'31" W. 19.93 FEET; N. 22'18'55" W. 79.79 FEET; N. 13'46.09" W. 25.78 FEET AND N. 00'59"31' E. 8.43 FEET; THENCE LEAVING SAID FENCELINE NORTH 16.87 FEET TO THE NORTHERLY LINE OF SAID SE1/4 OF THE NE1/4 ALSO BEING THE CENTER OF COUNTY ROAD NO. 233, WHENCE THE NW CORNER OF SAID SE1/4 OF THE SE1/4 BEARS S. 89'57'56" E. 59.20 FEET. ALL OF THE SW1/4 OF THE NE7/4 OF SECTION 3, TOWNSHIP 6 SOUTH, RANCE 93 WEST OF THE 6TH P.M. NOTES — BASIS OF BEARING IS THE C.N.1/16 CORNER LS24963 AND THE N1/16 OF SEC. 2/3 OF L810871 AS SHOWN. — THIS DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM OR SURVEYOR. — INDICATES FOUND REBAR & CAP AS NOTED. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTIU: BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT, MAY AN ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 1EN YEARS FROM NE DATE OF THE CERTIFICATION SHOWN HEREON. 61.7' Rc.y 'DK 72tarm\ Is Loi...),4 Thr4 C.ga Carr FOUND REBAR & CAP/WITT. CORNER ILL1. FOUND REBAR & CAP/W1TT. CORNER ILLI. APPROVED SUBJECT TO NOTED CXCEP77ONS & INSPECT/OW GARFIELD COUNTY BUILDING DEP. mate &Aar By FIELD COPY NO INSPECTION WRHOw NESE PLANS ON SITE 'we THE SEXTON SURVEY COMPANY 128 WEST 3RD STREET RIFLE, COLORADO 81650 970-625-3711 OR 945-4700 x 6Z1' 61.7.BASIS Of MARINO 589'57'08"E 1 a X 411.110 NIS x MIN x 1331.50' GRAPHIC SCALE 100 0 20 100 200 400 BEARING AND DISTANCE PROJECTION OF WITNESS CORNER N89'S7'S7"W—p 1335.43' SURVEYOR'S CERTIFICATE 1, BRIAN A. STEINWINDER OF COLORADO, DO HEREBYAVS" PREPARED BY ME AND 11 AND UNDER MY SUPER .MM A ACCURATE TO THEE'$E.SS77TT NMI EGISTERED LAND SURVEYOR IN THE STATE T THIS SITE PLAN SURVEY WAS VISION FROM A SURVEY MADE BY ME QOTH THE SURVEY AND PLAT ARE TRUE EDGE AND BELIEF. BRIAN A. STEINWINDE& , P.L.S. 3194ts DATE 4 6- 1Yli7m�a:Hp1'+ X ( IN FEET ) 1 inch = 100 ft. SEM S8 N00'00'QO"E 16.87 N 00'59' 31 "E 8.43' N13'46'0?"W 25.78 • 1 0"E , FOUND ALUM 1 CAP P.I.S. 1087f Za as cP. ' 0 v N' 1 ;n 0 z r JO. NO.: 05127 DWG. BY: KJS CK BY: MJZ MODULJ4R HOUSING SITE PLAN SURVEY DATE: 7/19/05 REV: REV: