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Home My WebLink About3410\ . ' ..... ,;" I.:>*· ~··- GARFIELD COUNTY DEPARTMENT OF DEVELOPMENT BUILDING DIVISION 3rd Floor, Courthouse 100 8th Stroet Glenwood Springs, Cotoredo 81801 (303) 945-8212 49:.<0 co. HLJ.. lLJ, Cbtton'MXXJ l10llo\I/ S'ub:1., C<irh>nd"11e JobAddress -------~-----....:.-------------'--'--=--'--"-'--""-"''-'---------- Nature of Work Luiluinc Pennit use of Building ----"S"'e,_,t,__,_A"'o-,__,b~i,,,l"'e"-· _,f"'lrn"""1e"-'cl"'·. ,,s---"'SLfl=.''___o:H,,,e•"'s"'i"'d."u"-1"'c<>e"-· -------------------- Owner _____ l~)~'"'"--"i~d"-''1~·-'---'~~n~li~d.Jo~·~1~1._,J~r,,__._. ____________________________ _ Contractor ___ l"';"'l"'ei,_,·>c::'-''-'Od.-"·='-"M"'rJ:::bi:::· ·'-'1"~""·' _,Io:lCl1=;K"'-'S"-"~I:i=ic=·--------------------------- Amount of Permit: $ ----':,'-'· •c:I ''-'I"')(,,__) ________ _ White-Treas. Canary~ Office Pink~ Applicant Gold r Duplicate Date: June :'.G, 1987 lois ~J. "f31.ltzen Clerk GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT PERMIT NUMBER .:Ji/CJ DATE 6 I! S-/f 7 please print or type ~~~~~~;::ttL!lcf,!ffi:LI'A&~ud 1,) S FILING # LOT # ~ LO K # __ TAX SCHEDULE # 1~f:GAL (SEC/TWN/RNG) " g " ;:! ~ " CLASS OF WORK PLOT PLAN NOTE: Show easements, property l.ine dimensions, all other structures; specify north, ~nd $treet name. For odd shaped lots, or it space is too smal 1,. provid(] sapa.ra.te pl'ot plan. # OF BUILDINGS NOW ON PARCEL ~ ~ IJSE OF BUIDDINGS NOW ON PARCO:[, 3?'. NEW ALTERATION ADDITION ____ _%W· DEMOLISH REPAIR MOVE MOBILE HOME (make/!'10del) IY(f? /;f"LANrtc ·"' -~\--__,,.,,,.,.,"',, S .F. OF BUIL,DING / !f?(J S .F. OF LOT S:i/2 4-0 t(_ # OF FWORS Hf:IGIIT / 3 · 7p.-7f' r---------------------J-""'-=-.., # OF FAMILY UNITS # OF BEDROOMS 3 C& A {) I I 3 INTENDED USE OF BUILDING PEASt71JIYA( {)fWEil/N'A----------------------- GARAGt:' SINGLf: BL• CARPOR7'; SINGLE DBL FIRt:PLACf: .. -(.,)l' 0 (J~;l,i/iJt-SJiV'-i DOCUMENTS ATTACHED WATER SUPPLY ,I rvt/)4: DRIVEWAY Pt:RMIT ---~-~_,_;::, ___ d_,,_ _________ _ SITE PLAN BUILDING P_LA_N_S-----~i,/~i!'~.5~.--------~ SANITARY SEWER CLEARANCE ON SITE SEWAGE OTHER DOCUMENTS (specify) C i;-oc' FRONT PROPERTY LINE STREET NAHE/ROAD NUMBER c" 11 o 11 3 CHECK IF CORNER WT DESCRIPTION OF WDRK PLANN~D _.,,..._~--~--- _J;.O ~ '1fil61/ ~ ~ t~~ ']_~]!..;__/ ~~ ~ !::::Yf:k<.;a., I hereby acknowledge that I .!jpve red ls / application and the above is correct and I agree to comply with all county ordinances tate laws regulating building construction. ' I FOR OFFICE USE ONLY PERMIT Ft:E $ f?O• ~oPLAN CHECK FEE ~$-~--,,..- TOTAL FEE $ "31='-P 11 SCHOOL IMPACT FEE $ /t/4 DATE Pt:RMIT ISSUED ZONING DISTRICT __ /\~f.,,,1t-~f,..1t-...,,.,.f5~------- TYPE OF OCCUPANCY --~/<-'--7'27-----,-.~-------~ TYPE OF CONSTRUCTION ~"'1""-"'--"'t../"--'f'>_,__ _____ ~~- S .F. OF BUILDING S .F. OF LOT --... ~4.C, MAX. HEIGHT .A...._(L__ / ROAD CLASS. .- SETBACKS FROM PROPERTY DINE' FRONT S'ec:--n""!""'·.,......t-r"" REAR RIGHT LEFT H---.. OFF STREET PARKING SPACES REQUIRED CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS -------------- ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER _,;..·----r--~---...,,..--------:r,., $ut~ _ '!tU}~y-.:/ 'f .,;JJ t1fJ' ;if .+-,, • ...___ .., o1':>"' .f'-"..R ~ t; (.£.___ '" J Cl'efJ r /)',.._,_ ,4' £1,, cWn PLANNING DEPARTMENT DATE • . ' Chen & Associates 5080 Aonr~ 1 54 Glenwood Springs, CO 81601 303'945-7458 Consulting Geotechnical Engineers f")(;·,··1·_:.r Dave Whiddon P.O. Box 11118 Glenwood Springs, CO 81602 Dear Mr, Whiddon: June 23, 1987 i-'.1r1 Cd11:1 H1·1·~.~ .~J1:1r1r·1q'; '.~dlr 1 . .-:11<~.' C:11'1 Sein .!\ntc;r~1rJ Subject: Observation of Excavation, Proposed Doublewide Mobile Home, Lot 6, Cottonwood Hollow Subdivision, 4920 County Road 113 (Cattle Creek Road), Garfield County, Colorado. Job No. 4 253 87 As requested, the undersigned met with you at the subject site on June 18, 1987 to observe the excavation and evaluate the exposed soils for foundation support, The pr0posed mobile home will be 24 feet wide by 60 feet long and founded on spread footing pads bearing at the existing grade, The footing pads are proposed to be 20-inches square with con- crete blocks extending from the pads to the steel I-beams of the mobile home. He understand some foundation movement can be tolerated, and uplift capacity of the footings is not a con- cern. Downward loading on the pads is assumed to be relatively light, Frost cover on the foundation is not proposed. At the time of our site visit the excavation had been com- plete for several weeks and consists of a cut and fill bench in moderately sloping terrain between County Road 113 and Cattle Creek. The building pad is about 8 to 10 ·feet above, and about 20 to 50 feet away from, Cattle Creek. Cut depths are about 2 to 4 feet at the uphill side and fill depths are generally about 1 foot at the downhill side. Beyond the building area the fill depth is up to about 4 feet where the hillside slope is flatter near the creek bottom. The natural soils exposed in the cut areas consist of stiff sandy clays below about 6 inches of dark topaoil. The on-site cut soils were used as the fill material. Subgradc preparation and fill construction methods are not known to us. Results of a swell-consolidation test performed on a relatively undisturbecl hand driven liner sample of the natural clays are shown on Fig. 1. The results indicate the clays have a low cxp~nsion potential when wetted under a constant light surcharge and low settlement potential under light to moderate • Dave Whiddon June 23, 1987 Pate 2 loadings. Moisture density determination on a relatively undis- turbed liner sample of the fill is shown on Table I, Summary of Laboratory Testing. The natural undisturbed soils exposed at the site below the topsoil appear suitable to support spread footing foundations designed for an allowable bearing pressure of 2000 psf. Tha footings should have a minimum width of 12 inches for continuous footings and 18 inches for isolated pads. There is a risk of differential foundation movement if the bearing soils become wetted or are subjected to frost action. Precautions should be taken to prevent wetting of the bearing soils and reduce the risk of founuation movement. Another method to reduce wetting of the bearing soils is to excavate the footings to below the existing grade. Final site grading should provide good surface drainage so water does not pond near the footings. Compaction of the fill sections at the site should be to at least 951 of the maximum standard Proctor density at a moisture content near optimum. Prior to fill placement the subgrade should be prepared by removing all topsoil and compacting the exposed surface to at least 901 standard Proctor density, Ero- sion of the emtankment fill soils at the site should be prevented by revegetation, pavement surfacing, or other means, The recommendations submitted in this letter are based on our observation of the soils exposed at the existing excavation grade. Since we did not conduct subsurface exploration, we have assumed the conditions observed in the excavation represent those within the depth of influence of the foundation. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required, It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If you have any questions or if we can be of further assis- tance, please let us know. Very truly yours, CHEN AND ASSOCIATES, INC, DAY /ec Rev. By: S.L.P. Chen & Associates CJL-!A-/IJ ' • .• " 2 0 .... Vl " "' 1 ~ "" ... 0 § .... 1 Vl Vl " .... §z u 0 1 4 253 87 dil'n and assodatt..,. inc . 111 \!•1• ,1 ,,, .• ;.1r1lf~nt" 13. 2 pP.rr:••,~I Ii• 1 I J" ! 'N;•11jf'll i 9~).:?. pc,I • •l''(J•·· .,,. sandy clay I F1•,Pl north central nart 6" be J <)W excavation grade .~ ;\ "' ' \ \ \ \ Ema s 0 u T cons ant nr s~ u e d~e LO w~l t • . Ill IU !{JO APPLIED PRESSURE~ ~sl SVIELL·CONSOLIDATION TES f RESULTS Fig 1 -·--· --··--~. • CHEN AND ASSOCIATES 4 253 87 ., TABLE SUMMARY 0 F LAB 0 RAT 0 RY TEST RESULTS 'S.tlill~[ L.0 C: I. l IOJt N&TURilL N&T~AL fftAD-ATION .PERC.E~T ATTE-RllERG L~MITS UNCONf"IME:D .. OIST'Ltll( """ .PA!l-SING COWPllllEl!IVE SCi•L. OR LOCAT lOii 0(111TH COlllTENT DIHSITY t;-ftAVEL S.-,N.O PfO. 200 l.IQUlD PLAITIC-ITY STMNGTH l(ClAQ(.ll T Yll't. t'[fTI !%1 lPCFI 1%1 !%1 Slf~E LIMIT INCll!:il (PSF) . (o/.aol !%1 . N Central J. 5' BEG* 13.2 99.2 sandy cla ,. P~rt of pau SL part of nad 1.5' BEG* 16.2 94.8 sandy clay {fill) . . • BEG = Below Existing Grade ·•' SPECIFICATIONS FOR CHAMPION HOME BUILDERS CO. DOUBLE SECTION MANUFACTURED HOUSING AUGUST 19.85 1.0 FRAME 1,1 Main Beams: 1.2 Crossmembers: 1.3 Front Crossmember: 1.4 Hitch: 1. 5 Finish: l. 6 Axles: 2.0 FLOOR 2,1 Floor Joists: 2.2 Bottom Board: Frames will be constructed in accordance with third party approved structural drawings from the following materials: Each floor will be fastened to two main steel I beams, sized in accordance with the length and weight of the home. Beams shall run the full length of the home, unless the optional foundation installation is ordered, which shortens the frame 8" to 16" on each end to allow for a block foundation. Steel shall meet the requirements of ASTM/A-36. Beams shall be spaced at either 80" or 96" o/c. Crossmembers shall be welded to the bottom flange of the I-Beam, as required by loads. Crossmembers shall be a minimum of 1-1/2" x 1-1/2" x 11 gauge steel angle. Front crossmember shall be the same: material as main beam. See Section 1.1 Hitches will be made of ASTM/A-36 Steel I-Beam, sized for the applied load, and to the main beam and front crossmember. on hitches available as an option. All exposed steel shall be finished to prohibit rusting. welded Bolt- Axles shall be as required for transportation from the manufacturing facility to the site. Floor will be constructed in accordance with third party approved structural drawings from the following materials: Joists shall be nominal 2" x 6" at 16" o/c the entire length of the home. Joist grade and species shall be as required for roof load, floor load and frame spacing. Rim joist will be the same as floor joist. The bottom side of the floor shall be covered with a continuous roll bottom board, which protects the insulation and joists from rodents and other damage. '2. 3 Insulation: 2.4 Floor Decking: 2.5 Floor covering: 3,0 EXTERIOR WALLS 3.1 Interior Finish: 3.2 Wall Height: 3.3 Studs: 3,4 Top Plate: 3.5 Bottom Plate: 3.6 Insulation: Floor shall be insulated with a continuous blanket of 3-1/2" fiberglass insulation having an uncompressed R-value of 11 fastened around the perimeter of the floor. An optional upgrade to R-22 is available. Floor joists shall be covered with 5/8" thick by full width particleboard or wafer board subfloor, exceeding the structural require-s ments of 2B-2 decking. Some locations in the south offer 5/8" T&G plywood subfloor, applied perpendicular to the joists. Decking shall be covered with a finish floor of either vinyl roll goods or wall-to-wall carpet with pad. Upgrade carpet and pad are available options. Exterior walls will be constructed in accord- ance with third party approved structural drawings from the following materials: Walls shall be finished with 5/16• prefinished gypsum, glued and fastened to wall st\lds. All exterior walls will have a minimum height of 7'-0". In some locations, 7'-6" wall height_is either standard or optional. Exterior walls are constructed of 2"x4" studs at 16" o/c, and shall be from a material having a minimum F. rating of 525 PSI. Headers shall be as required for the roof load. In some locations, 2"x6" walls are available. Top plate shall be a single l"x4" having a F. rating of 675 PSI. Bottom plate shall be a single l"x4" having a F. rating of 525 PSI. Walls shall be insulated with 2-1/4" fiber- glass insulation having an R-value of 7. Available options are R-11 insulation, 3/4" Dow Styrofoam, if available,and 1/4" Fome-Cor. R-19 insulation available with 2x6 walls. 2 .. , ·3. 7 Exterior Finish: 4.0 WALLS-INTERIOR 4.1 Finishes: 4.2 Wall Height: 4.3 Studs: 5.0 ROOF 5.1 Trusses: 5.2 Rafters: Exterior walls will be finished with 7/16• wood-type siding, applied direct to studs or over Fome-Cor or Dowboard. Other exterior finishes are available as options in certain areas. Interior walls will be constructed in accord- ance with third party approved structural drawings from the following materials: walls shall be finished with 5/16" prefinished gypsum, glued and fastened to wall studs, All walls will have a minimum height of 7'-0". In some locations, 7'-6" wall height is either standard or optional, Studs shall be of a material having a F. rating of 600 PSI, or ripped from a material having a minimum F. of 550 PSI. Stud size and spacing will be determined by loading requirements as specified by the structural package. Roofs will be constructed in accordance with third party approved structural drawings from the following materials: Roofs shall be constructed using pre- engineered tested wood trusses, designed for the roof load required. Cathedral ceiling areas shall be constructed with 2x6 or 2x8 rafters, tested for the design roof load. 5.3 Ceiling Finish: Ceilings shall be finished with 5/16° pre- finished gypsum ceiling panels, or 1/2" pre- finished wood fiberboard ceiling panels, fastened to the wood framing with an approved structural foam adhesive system. 5.4 Insulation: 5.5 Sheathing: Roofs shall be insulated with material having an uncompressed R-value of 11. Optional additional insulation of R-17 or R-22 are also available. Insulation shall be either fiber- glass batts or blown-in Rockwool Roofs shall be sheathed with minimum 5/16" CDX plywood sheathing or equivalent. Sheath- ing shall be stapled to roof framing. 3 5.6 Roofing: 6.0 DESIGN-LIVE LOAD 6,1 Floors: 6.2 walls: 6.3 Roofs: 7,0 HEATING SYSTEM 7,1 Equipment: 7.2 Ducts: 8.0 PLUMBING SYSTEM 8.1 Drain Lines: 8,2 Water Lines: Roofs shall be covered with 235 lb. self- sealinq shinqles, or equivalent fiberqlass shinqles. Shinqles shall be applied over one- piece approved shinqle underlayment. All structural components shall be designed to withstand the followinq loads, as required by Federal Standards: Floors shall be desiqned to meet a 40 PSF live load. In addition, the floor shall support a 200 lb, concentrated load on a in dia. disc at any point on the floor. Exterior walls shall withstand a 15 PSF wind load, except homes designated as hurricane zone construction shall withstand a 25 PSF wind load. Interior walls shall withstand a 5 PSF hori?.ontal load, Roofs shall be designed to withstand the prescribed roof load for the area where the home is located, usually either 20 PSF or 30 PSF live load. The home's heating system shall conform to the applicable Federal Standards in effect at the time of manufacture. The furnace shall be sized to heat the home to 70.F when the outdoor temperature reaches the temperature shown on the compliance certificate. Available equipment is gas fired forced air, oil fired forced air, or electric forced air, gas being standard. Each floor shall have a metal heat duct installed below the floor joists, with duct connectors thru the floor for 4"x8" adjustable floor registers. Duct will be 5"x12" and sized for air conditioning as specified on the data plate. The plumbing system shall be designed and installed in accordance with the applicable Federal Standards in effect at the time of manufacture. All drain pipinq and fittings shall be schedule 40 ABS, installed "in accordance with approved methods. All water lines shall be polybutyl pipe with clamp ring insert fittings, installed in accordance with approved methods. 4 8,3 Water Closet: 8.4 Lavatory: 8.5 Tubs: 8.6 Showers: 8,7 Kitchen Sink: 8,8 Water Heater: 9.0 DOORS & WINDOWS water closets shall be floor mounted viteroue china with close coupled tank, complete with closed front seat and cover. Lavatories shall be plastic oval mounted in .a countertop with a 4" centerset faucet and standard stopper. Tubs shall be 27"x54" plastic with faucet and shower mixing valve. Garden tubs shall be 42"-44" x 54" plastic with same type of faucet. Showers shall be 32"x34" with plastic pan and wall mounted mixing valve and shower head. Kitchen sink shall be 32"x21" stainless steel with back ledge for mounting of an 8" center- set faucet, Water heaters shall be 30 gal. electric as standard, Optional water heaters are 30 gal. sealed combustion gas and 40 or 50 gal. elec. 9,1 Exterior Doors: Exterior doors shall be 32"x76" metal or fiberglass clad foam filled doors with a continuous piano hinge, complete with a keyed entry lockset. Door shall be mounted in an extruded aluminum frame, attached to framing. Optional combination storm/screen door or insulated steel door available in many areas. 9,2 Interior Doors: Interior doors shall be prefinished hollowcore doors with a honeycomb fill. Door shall have extra blocking as required for hardware. Doors shall have passage locksets, with a privacy lockset in the bathroom. 9.3 Windows: Windows shall be aluminum frame vertical or horizontal sliding weatherstripped windows, glazed with SSB glass, Clip-on storms or self-storing inside storms available, Bedrooms shall have egress windows. 10.0 ELECTRICAL 10.1 service Entrance: All homes shall be equipped with main circuit breaker panelboards with all required branch breakers installed. All breakers shall have a minimum 10,000 amp interupting capacity. Service entrance conduit shall terminate below the floor in the rear third of the 5 10.2 Wiring Devices: 10.3 Wiring: 11,0 CABINETS 11.1 Countertops: 11.2 Cabinets: 12.0 CODES home, Main breaker capacity shall be sized for the equipment in the home. Receptacles and switches shall be self-contained UL listed devices installed directly to the wall finish. These devices allow for a continuous loop of wire from the breaker panel to the last receptacle in the circuit. All 115V/230V wiring shall be done with copper Romex with ground. Minimum wire size will be #14 AWG, Wires shall be sized in accordance with the National Electric Code. Countertops shall be made from 5/8" particleboard, laminated with high pressure plastic laminate on. tops and edges. Cabinets shall be constructed using 3/8" prefinished wood fiberboard approved for use as cabinet material. Cabinet doors shall have self-closing hinges. Drawers shall have a metal track with nylon guides. All homes shall be built in accordance with the design requirements as found in the Federal Manufactured Housing Construction & Safety Standards and third party approved structural design package. Quality control program shall be followed at the plant level, and independent third party inspectors will monitor the entire program. 6 .,, Cl f Q &'. • _,. l 'I : ' "I ..• ,fr ·' (\ r--" ~\ f \ \ I ' t- \(> "' "' "' ;:;.. •' .... \~·i ~.,,,..,, ~J· "1-...... ~ ~ b,. (\,! ';.) ~·· '4,) 1.1, l.,t... 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