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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Gknwood Springs, CO 81601(970) 945-8212 lob Address DO Cy 2 Low ,r cL La r Nature of Work Building Permit Use of Buildin Owner KID mY'av,sA Contractor (--) Amount of PermitS o 1 O . 5-9 No. 8304 C --t ums SS r (.2 0 ) ern • t► L�C �f ) ea(C Date 1- \CL4C)---- Clerk .L„ GARFIELD COUNTY BUILDING PERMIT APPLICATION INSPECTION LINE: (970)384-8003 TELEPHONE: (970) 9434212 108 ADDRESS: 1 2 3 GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO PERMIT NO. Sae) L1 6DCoo. Lcz�ed Lci‘e 6-S Q1Co 1 LOT NO. �• 3 BLOCK NO. b,„. LS 4 1A)41 L r ADOILFAS PARCEUSCHF.h(JLE NO. SUBDIVISIONIEXE PF1ON iia U(t W 5_ co 5b0 -sr 3$4-L8 u FA 6r8-4892 LIC NO- zgQ 6 4 5 6 7 8 9 10 ARS. tilw�luL<S W. iLJ D o. rr. or IMMO GME 07 atuLfu+o D ia. FJ CLASS Of 1rGRL tzS OA}ACM- 004.n. n rararwAY ffall4T VALUATION OF WORE: DO 17 dL07 LIC NO. NO Or rfa0aa 2 f P -e -c d.4' Ui (w ,(93-4-4-1 �c''.110-=/ uAIDffl N 'ALTa1ATION CAIPORT. always oltINIOvE DON am IMAM nelrOaAL (afe) Garr! PLAN *OAF= VALUATION, .zta65) 6-70.ot) • NOTICE A SEPARATE ELECTRICAL PERMIT IS RF.QUTRF.D AND MUST BE ISSUED BY TiiE STATE OP COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 4S NOT CO`LMENCED WITHIN 110 DAYS, OR IF CONSTRUCT/ON OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF ISO DAYS AT ANY TIME. AFTER WORK I5 COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TIES APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE CStANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL DIE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION Signature of Comm. Cautraoeof of authorized aim' • I . Buiktiai Deft. Alpeo Due PLAN CHECK FEE: r f{ PERMIT FEE:. lfr (711,25 + — t TOTAL FEE: '=/0']0.5/ /A3/•/3 DATE PERMIT ISSUED: OCC: GROUP: U -t CONST: TYPE: v _ fr ( ZONING. MANU. HOME: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND'OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE, BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS FEEMTT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND UAN'D USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AL'LTFORI Y GIVEN IN 30.21101 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN III LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCIRIDED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND TITAT DIEN AND TITRE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PF-RMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED FANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTTTTIIE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES ITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND LMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gufownoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (II`.1Tl9L) SETBACKS: eafre,21,07‘ NO. do INoat 3•cli Cv:/13/Oc The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. 1 understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # • 3 -f3 -o_ Signature Date bpcont KL0 !tip t 1 V S Li/ 1-71-)72_S -22 33.q6 ':62.QA,-.-- j_i_i_.-1_ i i e- o • (t,Ar. 11-'5-1, (3 , / c-f'ow ,S9 'L,rc 1.4v\-(. '_of a3 Sum(yg 0- (j.cw MAR -3E-2032 15:55 FROM:T.-€ SUMMIT RT CORP 3705555555 TO:5058561180 Cru ,fror es SUNLIGHT VIEW 11 HOMEOWNERS ASSOC TION DESIGN REVIEW COMMITTEE RECORD OF PROCEEDTNGS SATURDAY, FEBRUARY 23, 2002 1102 BENNETT' AVENUE. GLE NWOOD SPRINGS, tOI..ORADO A regular meeting of the Sunlight View 11 Design Review Commitee was called and held on Saturday, February 23, 2002 in accordance with the By -Laws vi'the Sunlight View Ti Homeowners Association with the following persons present and acting. ATTENDANCE P.002 Present John Reed Chairperson William 7_y GOPY Skip Likely BET Absent None ALSO PRESENT Pete Waller CALL TO ORDER Mr Reed called the meeting to order at 9.00AM. ROLL CALL/QUORUM Mr Reed called the roll ofthe Design Review Committee and noted that a quorum dale Committee was present for the purpose of conducting business. PLAN REVIEW LAT 423, K lomhaus and Waller Inc. The Committee reviewed the plans submitted and requested the fo lowing changes be made. eliminate radius window, add divided litcs, add stone to cac elevation and increase primary roof overhangs to 24". APPROVAL Upon a motion duly made by Mr Zilm and seconded by Mr. Likely, it was unanimously RESOLVED to grant Sketch Plan Approval of the plans. ADJOURNMENT !'here being no further business to come before the Committee, uppn a motion duly made by Mr. Likely and seconded by Mr ZiIm, it was unanimously RESOLVED to adjourn the meeting. • .2h4/612 ra Dale William 7. ilm Date Date Exterior Finishes • Front Columns are 6x6 cedar • Deck: Cedar • Patio/Walk-ways: Brushed Concrete • Soffit: TIG Pine under porch; 3/8" cedar plywood everywhere else • Fascia: lx 8 cedar • 24" roof overhang with 3" soffit vents • Versalok Block (red) used for window wells Window Schedule Notes for all windows unless specified: • Mullion in all glass • Jam's set for dry wall return on 6" framed wall ID No. Location Size Type 1 1 Garage Front 3'0 x 3'0 Hexagon 2 1 Dining Room 6'0 x 4'0 Double Casement w/ mullion 3 1 Living 8'0 x 5'0 Triple casement w/ outer mullion 4 1 Living 5'0 x 5'0 Double casement 5,6 2 Family Room 2'6 x 5'0 Single casement 7 1 Breakfast Nook 8'0 x 6'0 Triple casement w/ outer mullion 8 1 Kitchen 3'0 x 3'0 Single casement _ 9,18 t 2 Laundry, master bath 2'0 x 3'0 Single casement 10 1 Downstairs bath 3'2 x 8" Glass block...K&W has this window 11 1 BR #4 -- backyard 5'0 x 3'6 Double casement _ 12 1 BR #4 — garage side 4'0 x 3'6 Double casement 13 1 Garage side 2'6 x 3'0 Fixed _ 14,15 2 BR#3, upstairs bath 2'6 x 4'6 Single casement 16 1 Master 8'0 x 4'0 Triple casement w/ outer mullion 17 1 Master — side 5'0 x 4'0 Double casement 19 1 Master bath — over tub 4'0 x 4'0 Double casement; temp'd 20,21 2 Upstairs office, BR/02 5'0 x 3'6 Double casement 22 1 Basement 6'0 x 3'6 Slider; full egress 23 1 Basement 3'6 x 4'0 Single Casement; full egress 24 2 Basement 5'0 x 3'6 Slider; full egress 25 1 BR #3 2'0 x 4'0 Awning Total 25 Klomhaus and Waller, Inc 311102 Door Schedule Notes: • Interior Doors are pre -finished, 4 -panel clear pine ID No. Loc 1,2 2 Overhead Gan 3 1 Entry 4 1 Patio 5 1 Exterior Garai 6 1 Entry closet 7 1 Powder Room 8 1 Living Room 9 1 Downstairs 10 1 Kitchen 11 1 Laundry 12 1 Downstairs Ba 13 1 Bedroom #4 14 1 Mudroom 15 1 Bedroom #4 C 16 17 1 Upstairs Bath 18 1 Bedroom #3 19 1 Upstairs Linen 20 1 Bedroom #2 21 1 Bedroom #2 C 22 1 Bedroom #3 C 23 1 Upstairs office 24 1 Master 25 1 Master bath 26 1 Master closet 27 1 Master toilet 28 1 Upstairs bath i Klorohaus and Waller, Inc tion ge e Door th loset loset loset closet oilet Size Type 9'0 x 8'0 Insulated; 2 garage openers 3'0 x 7'0 4 panel fir w/ 2 sidelights; keyedldeadbolt 7'0 x 8'0 Slider with mullions; AUclad 3'0 x 6'8 Insulated steel; 4 panel; RH; keyed _4'0 x 6'8 Bypass 2'0x6'8 RH; privacy 3'0x6'8 LH; passage 2'8x6'8 LH; passage 2'6 x 6'8 RH; passage 2'8 x 6'8 LH; passage 2'6 x 6'8 RH; privacy 2'6 x 6'8 RH; privacy 2'8 x 6'8 RH; keyed and deadbolted 4'0 x 6'8 Bypass J 2'6 x 6'8 RH; privacy 2'6 x 6'8 RH; privacy 2'0 x 6'8 RH; passage 2'6 x 6'8 LH; privacy 5'0 x 6'8 Bypass 5'0 x 6'8 Bypass 2'0 x 6'8 LI -I; passage 2'6 x 6'8 RH; privacy 2'4 x 6'8 RI -I; privacy 2'6 x 6'8 RH; passage 2'0x6'8 RH; privacy 2'6 x 6'8 Pocket 3/12102 Sunlight View II - Lot 28 Spec Sheet Interior: Gas Fireplace Materials: Interior Doors: Windows: Tile: • Entry/Kit/Mud/Baths • Master • Upstairs Bath Wood Flooring: Carpet: Appliances • Range • Refrigerator • Dishwasher • Microwave Cabinets • Kitchen • Baths • Laundry Countertops • Kitchen • Downstairs Bath • Upstairs Baths • Master • Laundry Plumbing Fixtures: Furnace: Electrical Fixtures Drywall: Paint: Windows Base/case Shower Doors: Mirrors: Finish Hardware Toilet/Bath Accessories Exterior and Structural Entry Door: Slider: Garage Doors: Landscaping: Insulation Roof: Siding: Klomltaus and Waller, Inc Monessen Radiant Fireplace, 50,000 B1IJ (Model: 724BV4536NV) Rock face, Flagstone hearth, and Reclaimed Timber mantle 4 panel, pre -stained with antique brass hinges Crestline aluminum/clad: casement Colorado Rose Claudia Natural Socorro Beige Family, Living Room: Tavern Oak Remainder of House: Sudden Prevail by Philadelphia Amana 30" Glass top/self cleaning Amara 36" SXS w/ ice/water dispenser Amana Amana Hood Combo Kraftmade: Amherst Maple (Ginger Glaze) Kraftmade: Birch Flat Panel (Honey Spice) Kraftmade: Tempo ACF 4215 AB ARS 2664 K BB ADW 862 EAB ACO 1840 EAB Granite Tile: IMG Autumn Brown w/ under mount sink Tile: Socorro Beige Tile: Socorro Beige Tile: Claudia Natural Formica American Standard and Delta Gas, Baseboard Hot Water with 3 Zones (additional zone for basement) $2,000 allowance; does not include cans Bull nose comers and windows with hand texture finish Medici Ivory (Sherwin Williams) stained (dry wall return) painted w/ corner blocks and pre -stained sills Clear glass doors on master; all others open Sheet glass in all baths; hanging/framed mirror in powder room $500 allowance $250 allowance 4 Panel, Fir with 2 sidelights Crestline aluminum/clad 9' x 8' Insulated with operators. Color: $12,000 Allowance R-30 ceiling; R-19 walls 40 Year, dimensional asphalt shingle Stucco with window pop -outs and fake -rock wainscot/fireplace Brown 3/l2/02 Gech February 28, 2002 Klomhaus and Waller, Inc. Attn: Pete Waller 3718 County Road 214 Silt, Colorado 81652 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Job No. 102 169 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 23, Sunlight View Phase II, Four Mile Road, Garfield County, Colorado. Dear Mr. Waller: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Klomhaus and Waller, Inc. dated February 18, 2002. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted a preliminary geotechnical study for Sunlight View Phase II and presented our findings in a report dated January 31, 2000, Job No. 100 104. Proposed Construction: The proposed residence will be a single story wood frame structure over a partial basement level and crawlspace located on the site as shown on Fig. 1. The residence will be about 2,700 square feet in size. The attached garage and basement floors will be slab -on -grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant and covered with 1 to 1'/2 feet of snow at the time of our field exploration. The ground surface is relatively flat with a gentle slope down to the north and about 5 feet of elevation difference. Some minor grading for construction of Laird Lane on the southeast side of the lot was indicated. Vegetation consists of sparse grass and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 1 foot of topsoil and 3 to 61/2 feet of medium stiff to stiff sandy silty clay, consist of relatively Klomhaus and Waller, Inc. February 28, 2002 Page 2 dense, silty sandy gravel with cobbles and boulders. Results of swell -consolidation testing performed on relatively undisturbed samples of the clay, presented on Fig. 3, indicate low compressibility under existing moisture conditions and light loading. The sample from Pit 1 at 2 feet showed a moderate to relatively high expansion potential when wetted under a constant light surcharge. The sample from Pit 2 at 61/2 feet showed a minor collapse potential (settlement under constant Ioad) when wetted and high compressibility upon increased loading after wetting. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural granular soil beneath the topsoil and clay designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. The upper clay soils appear to have variable settlement/heave potential and should be removed from beneath the building area. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Topsoil, clay and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravel soils. As an alternative, design bearing levels can be reestablished with compacted structural fill. The structural fill should be a suitable granular material compacted to at least 100% of standard Proctor density at a moisture content near optimum. The fill should extend laterally out from the footing a distance at least equal to the depth of fill below the footing. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The upper clay soils have a variable settlement/heave potential and should be removed from beneath the building area. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. H -P GEOTECH Klomhaus and Waller, Inc. February 28, 2002 Page 3 All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site gravel soils or imported granular fill devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area and where clay soils are present that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum I % to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from the building. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted H -P GEOTECH Klomhaus and Waller, Inc. February 28, 2002 Page 4 in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1 and to the depths shown on Fig. 2, the proposed type of construction, and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GE Jordy Z. Adamson, Reviewed by: 1fI� Daniel E. Hardin, P. JZA/ksw attachments cc: Kurtz and Associates - Attn: Brian Kurtz H -P GEOTECH APPROXIMATE SCALE 1"=20' 1 1 LOT 22 1 1 1 BUILDING 1 SETBACK ler-- UNES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L_____ ■ PIT 1 LOT 23 PIT 2 ■ MEP =IID LAIRD LANE LOT BOUNDARIES 1 1 LOT 24 102 169 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Fig. 1 0 10 LEGEND: ,1 T PIT 1 r w(i3129 DO -109 PIT 2 WC -14.0 DD -1O1 TOPSOIL; sandy silty clay, organic, firm. moist, dark brown, frozen. 0 5 10 CLAY (CL); silty, sandy, occasional gravel and cobbles, medium stiff to stiff, slightly moist to moist, browns, porous, slightly calcareous. GRAVEL (GM); silty, sandy, with cobbles and boulders. dense, slightly moist, light brown. granitic rock. 2' Diameter hand driven liner sample. Disturbed bulk sample. Practical digging refusal. • NOTES: 1. Exploratory pits were excavated on February 21, 2002 with a trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) 5 a c 102 169 HEPWORTH—PAWLAK GEOTECHNICAL. INC. LOGS OF EXPLORATORY PITS Fig. 2 Compression — Expansion % 3 2 1 0 1 2 Moisture Content = 12.9 percent Dry Density = 109 pcf Sample of: Sandy Clay From: Pit 1 at 2 Feet Expansion upon wetting --.----r----,-,.................ro 0.1 1.0 10 APPLIED PRESSURE — ksf 102 169 L HEPWORTH-PAWLAK GEOTECHNICAL, INC. 100 SWELL CONSOLIDATION TEST RESULTS1 Fig. 3 0 1 Compression % co d1 -.I 0) ij) 4. 44 N Moisture Content = 14.0 percent Dry Density = 101 pcf Sample of: Sandy Silty Clay From: Pit 2 at 6.5 Feet \\-"`-4.--...Cornpression upon wetting 0.1 1.0 0 APPUED PRESSURE — ksf 100 102 169 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig. 4 January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. is a site plan included that indicates the distances of the proposed building or addition to propertyliges, other buildings, setback easements and utility easements? Yes ✓ Does the site plan include the location of the 1. S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes �/ 3. Does the site plan indicate the location and direction of the County or private road accessing the property Yes ✓ 4. Dothe plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? ✓ Yes Do the plans indicate the location and size of ventilation openings for under floor crawl spaces rf(thg clearances required between wood and earth? Yes 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's and soffits? Yes ,/ 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes ✓ Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes in S k di.. r0-1 Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ✓ 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building de Chapter 37? Yes No Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes '1( No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ✓ No 3 Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety lazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ✓ No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ✓ No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes ✓ No 20. Will this be tt}e only residential structure on the parcel? Yes „/ No If no -Explain: 21. Have two2 complete sets of construction drawings been submitted with the application? Yes 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes ✓ No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes / No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 25. Do you understand that approval for design and/or construction changes are required prior to the applicati n of these changes? Yes No 4 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? / Yes ✓ No 27. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes ✓ No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy'd occupancy of the building? Yes ✓ No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project co plying with the Uniform Building Code? Yes No Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department statin : one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 31. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes No 32. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to issuance of a building permit/four attention in this is appreciated. Yes No 5 • I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. h/-1 4ko-L signature date Phone: 618 -t-i--s6? 1— (days); "" 3\4 -zg y Li (evenings) Project Name:' ... K\. : _ L o+ 2:s Project Address: 00 62 L6,, ro{ 1-41,..,_ i C) LC S Co Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 8/00 6 Super B -Vent Gas Fireplace A premium naturally vented gas fireplace in a class all by itself provides a better alternative to the typical woodburning firebox and gas log installation. Extra Targe and deep viewing area, clean face design and oversized log design emulates the appearance of a custom woodburning hearth. The zero -clearance design features massive burned -out logs. 50,000 Btu of wild yellow flames and a built-in emberbed burner that maximizes the glowing embers and the accent flames under the log. Up to 12,000 Btu of Radiant Heat •.1.3.1 1! 1 1 1 1 1 1 1 1.1.1.1_1_1.1.1 _1.1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1.t: • Heat with Personality. Shown with optional Mesh Screen, Weathered Firebrick and Brass BI -Fold Doors • Only B -Vent fireplace of this size that allows operation with the optional bi-fold brass doors closed. •Massive Wildfire logs and glowing emberbed provide up to 12,000 Btu of radiant heat. •Extra large viewing areas; 36" x 26"(936 sq. ins.) or 42" x 26"(1092 sq. ins.) hearth openings. • 100% tactory leak tested and operated. •A(,A/CSA design certified. Operates wrth the doors close(! 4 ADDITIONAL FEATURES • Radiant "clean face" design. • n" 13 -vent pipe allows for maximum installa- tion flexibility and cost effectiveness versus woodburning pipe and installation restrictions. • internal "Smoke Dome" design minimizes spillage into the rootn. • Built-in outside air kit operates in conjunction with the damper on/off control; open when the damper is open and closed when the damper is closed. • Thermal operated safety shut-ofl' activates if Flue pipe is blocked. • Drywall mounting flanges allow fir easier and faster installation of drywall. • Field convertible to either natural or propane gas. • 15 feet of wire for wall switch installation. • 30" flexible connector with on/off valve. FIELD INSTALLED ACCESSORIES Rtes & -oJd Chx:rs Er:rtwrs °mom Jlarn,1HoJd Ramota r:rxmc. Waarernd F,ref:nrk Crrxters • Mesh Screen • Wall Switch VENTING SPECIFICATIONS • Utilizes 8" 13 -Vent pipe. • Common Venting with this and other gas appliances is not allowed. • Never allow the venting pipe to run downhill. This may cause poor drafting, overheating and possibly a fire hazard. The 70{)0 series is approved to ANSI 721.50 and approved for installation in bedrooms and manufactured homes. Consult local building codes prior to installation. Specifications BTU RATINGS Log Hearth Model Size r724BV4536NV 24" 724BV4536PV 24" 724BV5142NV 30" 724BV5142PV 30" Opening Fuel Btu/Hr 36"x26" 36"x26" 42"x26" 42"x26" PRODUCT DIMENSIONS (attaches) 4536 5142 Width Height Depth 45 51 41 41 23 112 23 112 Natural Gas 50,000 Propane Gas 50,000 Natural Gas 50,000 Propane Gas 50,000 FRAMING DIMENSIONS (Inches) 4536 5142 A 45 1/4 51 114 B 47 47 C 33 1/4 39 1/4 D 16 314 19 314 E 80 112 86 112 F 40 114 43 114 G 23112 231/2 H 57112 601/2 ri B A 6 1- A IMPORTANT This information is for rlanning porpoises only. Always consult the owners manual for installation and operating instructions. WARNING: • It is rcccmmendcd that all installations he pert nned by qualified service technicians. • Always 'oIluw installation and operation instructions to insure safety at all tunes • Check local codes before installation to ensure compliance. • In indep:nden1 laboratory testing conduct- ed by a major research university, testing documented the radiant heat output of Rlonessen's vented logs utilizing advanced log and punter technology. • Keep small children and armnla1s away from the open flame of the gas log set at all times •'There may he a "start-up' odor associated with the heating; of the unit 'rhe odor should tlmunish in 2.3 -hours of operation with the hurler at it's highest setting Distributed by MNESSEN HEARTH SYSTEMS 149 Cleveland Road • Paris. KY 40361 wwwtnenessewhearSh.ceam J G 12! 0 2001 Monessen Hearth Systems. Ine MHS4101 r �. -INSPECTION WILL NOT BE MADE UNLESS THIS CARD -IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date IssuedA2-11.102..Zoned Area Permit No 4) Si AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted!, and further agrees that if the above said regulations are not fully complied with in 'tfi zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use s/F .4 uni uy7 let R r space,- Address pa Address or Legal Description C 0 41— L. A it d L 444.35 • t Owner tun 14.414, V)a1Contractor "Clew Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing '9- 0 2 2..3. Foundation 41, kr,_ Q2 itc.c•S Underground Plumbing Insulation 7- i g-02./ Rough Plumbing 74..5a_ Drywall 1-a3- 0- - ign,k Chimney & Vent1/-5"..02_,Rvft Electric Final (by State Inspectorl(u 1 z5 tJ Gas Piping 7-5_ 09- ___ , . r Final //i'-pL A977L. Electric Rough (By State Inspector) l/ Septic Final. . Framing 7/'Jo i8-yyt� (To include Roof in place and Windows and Doors installed). Notes: _ ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood_Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date y IF PLACED OUTSIDE -:COVER WITH CLEAR PLASTIC