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Home My WebLink AboutApplication- PermitJoh Address Nature of Work Use of Bnildin GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Owner Building Permit rNo. 8466 1 cam — 05 Contractor Amount of Permit$ Date Clerk 1 GARFIELD COUNTY BUILDING PERMIT APPLICATION TELEPHONE: (970) 945-8212 GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO PERMIT NO. s11 -Cs: LVSPECTION LINE; (970)384-5003 PARCELISCHEDULE NO. a 101 "'r SOB ADDRESS: 60 '20 rk. a L (h JQ k) c eL-54-t'l. C case( 6 (TZ 1 LOT NO. BLOCK NO. SUBDWVISION/EXEMPTION 2 DWNFA 41MY/I4w141/)./ y� mix/2.46 / CON[YACIOR ION / ✓ " ix . ADDRF9a 6Q0,i�a�aw'�% 2/9/ MDRE77�jr/J// /44�i co- �i/V / P>tyr�.7a,4 PH: ,Ep� / / LIC HO: 3 4 '(9n7i11'VR K77 ADDRR9d 0)%6/1//L4 ••96r -96-j' L/C .. . 5 SQ. FI.6BBVQ.DWO 3,26767Ll" //-7-- SQ. FT, OP Lot 7 I � }f/ // 5 /11,n; HEIGHT / 1I NO.C138670°29 / 6 USEOFRUuns° ' ,i%e y (5,7 -6K/9 -1-0-„„v,97,4 3 / r, 9-- ” / // ,[/ .5 7 DFBL'RIDEWOES: LO t3W fia ig 0.4.,, %/y"` `� ie1/1Y/ 81 .0.1f9,.... CLASS OF WORK: °ADDITION MLTE ATION EIMOVE DFmOVE 8 9 ••.,c. L� = ODOOBLH ., • CARPgRT: OgD1OLE aD�OUBLEE ' 10 D DRIVEWAY PEWIT DON SUIT SEWAGE DISPOSAL MEMO •Lcf-rii_:_ ^ /� / coUATIONOPWOIUL Sof 3 5... COO , /[/F / ADTOrnaYYALOASION:i 1T7 0 -q��. �,J• (((//� f7:2-/ SPECIAL CONDITIONS: %/ ,/i /� r77 VeS 4 *� Ai _ -,4aP-<. NOTICE A SEPARATE ELECTRICAL PERAfTF IS REQUIRED AND i4USr as ISSUE BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTFIOIUZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL IE COMET= WASE WHETHER. SPECIFIEDy HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OIL LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CON Li, CTION /(,,^#A e/ Th PLAN CHECK FEE: 49 , 77 1 5'5/ PERMIT FEE: Qy_ to .,..y6. (�GQ / TOTAL FEE:j DATE PERMIT ISSUED: 1420, 24 6L F{ OCC: GROUP: CONS :TXPIs: 5.y - N7 ZONING: SETBACKS: 9..,. :Y. O Q" .I or aothD agent �. ,..y duadeA .• . ti ./ kj% .. 2 -02-I i / i�li–d rir , , r✓(�.r�oME: 7 ISDS NO. Sc. FEE: Buildiag Dept. 1—'14/cavil/Deo ''',. .. : ;opt. ' ,rovalfDato AGREEMENT' PERMISSION IS HEREBY GRANTED TO THE APPLICANT A3 OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BEJILDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED B' GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.25.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, t at. PERMIT MAY 1111:N BE REVOKED BY NOTICE FRO/ THE COUNTY AND THAT THEN AND THERE IT SHALE BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALT. NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRE -NG TH CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF 11111 SUB,VIiL'FF;D PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUL:kI V THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN RESPONSIBILITIES OR. LIMEJIIE.S BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR TIWsE ITEMS AND IMPLEMENTATIO DURING CONSTRUCTION RESTS SPECIFICALLY WFIHTHE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE MENDED TO BE SONSERVATFVE AND IN SUPPOR OF THE OWNERS INTEREST. � I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INrmmAL.) //.. Gid'o'-"L5 • yQ 1 ri\ 1 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 1997 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. I understand and agree to abide by the above conditions for occupancy us and the issuance of a Certificate of Occupancy for the dwelling under building permit # LIWC,0 . Signature bpcont g 2 Date VALUATION/FEE DETERMINATION Applicant 1WLD/h) Subdivision Address alt} C+R a s ii 60.C. , LotBiock Date "yea Contractor JC D, -4S Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Cheek Fee for Conversion Valuation 57S, cy, 5gat m§ 3200 v, zr,3 zr. Sg940 Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation 0t Cito o Building Permit Fee. Plan Review Fee 5S. 47, 41 Total BP&PR )4204254 BUILDERS SPECIALIST IN METAL 0246 Mel Ray Road • Glenwood Springs, CO 81601 • (970) 928-8699 Offiee July 3, 2002 ATT: GARFIELD COUNTY BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: THE BUILDING PROPOSED AT 6070 COUNTY ROAD 214, NEW CASTLE, CO 81647 PURPOSE FOR THIS BUILDING IS DRY STORAGE ONLY. MOTORHOMES, BOATS, 4 WHEELERS, ECT... SUBMIT 1'ED: STAMPED BLUE PRINTS FROM METALLIC BUILDING COMPANY COMPLETE SURVEY FROM RIVER CITY SURVEYS,LLC CONCRETE ENGINEERED BY BRIAN KURTZ, INCLUDED IS SOIL REPORT, IIP GEO. LOT DESCRIPTON. ANY QUESTION OR CONCERNS, PLEASE PHONE ANYTIME 928-8699 (KEVIN) 379-0846 THANK YOU MO • LOT A.- Description 81.101( 868nr:207 A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 6 SOUTH, MANGE 91 WEST, OF THE 0TH P.M., GARFIELD COUNTY, COLORADO, SAID PARCEL BEING KNOWN AS LOTA OFTHE SMILACK EXEMPTION, AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT A, SAID NORTHEAST CORNER BEING ON THE SOUTHERLY BOUNDARY OF COUNTY ROAD 214, WHENCE THE EAST 1/4 CORNER OF SAID SECTION 5 BEARS S 67°25'49" E, A DISTANCE OF 2,354.34 FEET; THENCE S 00°45'00" E, ALONG THE EASTERLY BOUNDARY OF SAID LOTA, A DISTANCE OF 807.37 FEET TO THE CENTER OF THE WARE AND HINDS DITCH; THENCE S 3i030'18" W, ALONG SAID DITCH, A DISTANCE QF 69.23 FEET; THENCES 35°13'53"-W, ALONG SAID DITCH, A DISTANCE OF 77.71 FEET; THENCE LEAVING SAID DITCH S 89°16'02"W, A DISTANCE OF 373.3G FEET; THENCE N 00°41'52" W, A DISTANCE OF 689.59 FEET TO THE SOUTHERLY BOUNDARY OF COUNTY ROAD 214; THENCE ALONG SAW SOUTHERLY BOUNDARY AND ALONG AN EXISTING FENCE THE FOLLOWING COURSES AND DISTANCES: N 58°50'22" E, A DISTANCE OF 210.22 FEET; THENCE N 59955'26" E, A DISTANCE OF 84.74 FEET; THENCE N 64°01'00" E, A DISTANCE OF 65.83 FEET; THENCE N 65°0423" E, A DISTANCE OF 154.13 FEET TO THE POINT OF BEGINNING. LOT A CONTAINS 8.43 ACRES, MORE OR LESS. SUBJECT TO A COMMON DRIVEWAY EASEMENT, SERVING LOT A AND LOT B, AS SHOWN ON THIS PLAT. v Jep Dominion Building Products, Inc. Technical Data Thermal Window Self-Flashing/Self-Framing Window Systems C.; HORIZONTAL SLIDING SIZES: 3030 4030 5030 6030 4040 FIXED PICTURE SIZES: 4040 5040 2060 8-1-99 FIXED/PROJECT-IN 1 SIZES: 3040 Note: Sizes listed above are available for immediate delivery.. Other sizes are available upon special request. Colors: White and Bronze Self -Framing windows are available with two styles of jamb fins to match the wall panel type: 1. Regular Jamb Fin 2. Architectural Jamb Fin Self -Framing windows must be installed on 12" centers. Window unites can be combined and mulled together either horizontally or vertically. OPTIONAL SUBFRAMING SYSTEM All windows can be factory mounted inside a 16 gauge, galvanized subframe system to provide for a solid installation. Similar to doors, the installation process can be completed in 20- 30 minutes: The subframe also allows for a nice surface to work with for interior liner panels. 1 UNIVERSAL JAMB FIN Windows mounted in the subframe will be shipped with the "Universal Jamb Fin" which allows the window unit to be installed anywhere along the wall panel as it can accommodate the high or low side of that panel. There is no need to be concerned about installing the window on 12" centers. WINDOWS MOUNTED IN SUBFRAME SYSTEM Page 8.3 4 a ' DOMINION SELF FLASHING THERMAL WINDOW SPECIFICATION INSERT SECTION 08520 ALUMINUM WINDOWS 1- GENERAL 1.01 Work Finished A. Furnish and install aluminum windows complete with hardware, fins and related components as shown on drawings and/or specified in this section. B. All windows shall be WinTech Series 2255 MBS Thermal Fin (state configuration: horizontal slider, fixed, fixed over project - in hopper). C. Glass and Glazing: All windows shall be factory glazed. 1.02 Testing and Performance Requirements A. Air, water and structural test unit sizes and configurations shall be in general conformance to requirements set forth in ANSI/AAMA 101-93. B. Windows shall conform to HS -C25 (horizontal slider), P -C30 (project -in vent) and F-HC40 (fixed). 1.03 Quality Assurance A. Provide test reports from AAMA accredited laboratory certifying the performance as specified in 1.02. B. Test reports shall be accompanied by the window manufacturer's letter of certification stating that the tested window meets or exceeds the referenced criteria for the appropriate ANSI/AAMA 101-93 window type. 1.04 Submittals A. Contractor shall submit section details, finish samples, test reports and warranties as required. 1.05 Warranty A. The window manufacturer shall assume full responsibility and warrant for one (1) year (five years for insulated glass seal only) the satisfactory performance of the factory fabricated window unit including sash operation, hardware, and glazing as it relates to air, water and structural adequacy. The metal building erector or installer shall be responsible for the window and fin anchorage, flashing, and sealing. PART 2 - PRODUCTS 2.01 Materials A. Extruded aluminum shall be 6063-T5 allow and temper. B Hardware 1. Horizontal slider shall have a painted zinc die cast sweep latch which mechanically retains the frame meeting rail, Spring loaded latches shall not be permitted. 2. Projected vents shall have a cam handle with a concealed pawl painted to match the window finish and a steel strike. 3. Projected windows shall have Bronze Craft Defender Series stainless steel operating aims. Aluminum or carbon arms shall not be permitted. 4. Horizontal slider roller system shall consist of an injection molded nylon housing with brass tire on a stainless steel axle. Nylon or one piece brass roller/axle assemblies shall not be permitted. C. Weatherstrip 1. Horizontal slider shall be weatherstripped with Amesbury WINDOW -FIN GLIDEFIT medium density polypropylene pile with mylar fin or equal. 2. Projected vent weatherstripping shall be a co -extruded Santoprene bulb with a polypropylene backer or equal. D. Glass and Glazing I. Glass shall be SSB (2mm) or DSB (3mm) clear, tinted, obscure and/or tempered as required. 2. Insulated glass shall have an "A" level rating with a five (5) } year warranty against seal failure. Glass sealant shall be polysulfide. Glass unit overall thickness shall not be less than 5/8". I" also available for fixed and projected lites. E. Thermal Barrier 1. All aluminum exposed to the exterior shall be thermally separated from aluminum on the interior by either a poured - in -place polyurethane thermal barrier or a rigid PVC extrusion. 2. Thermal short circuits shall not be permitted in the design of the perimeter frame, sash and glazing components. 2.02 Fabrication A. General 1. Window head/sill and jamb extrusions shall have specially designed aluminum raceways to accept the head/sill channel and the jamb fins. Sheet metal screws at each corner shall keep the channel and fins from sliding once installed in the window and to maintain corner alignment. 2. Head/sill channel and jamb fin system shall permit window installation either as the metal siding is being erected or as a retrofit (cutting a hole after the siding has been applied). 3. Depth of frame shall not be less than 2 1/4". Horizontal slider sash shall not be less than 7/8", and projected vents shall not be Iess than 1 7/8" in depth. 4. All aluminum window frame and sash extrusions shall have a minimum wall thickness of .055" 5. The head/sill channels and the jamb fins shall have a minimum wall thickness of .062". 13. Frame components shall be square cut and mechanically fastened with zinc plated sheet metal screws. C. Sash 1. Horizontal slider sash shall be square cut and mechanically fastened with zinc plated sheet metal screws. A specially designed pull rail shall be recessed into the sash lock rail. No pull of any sort shall protrude beyond the interior plane of the window. Rollers shall ride on a raised extruded track. 2. Projected vents and frame meeting rail shall be hollow extrusions. Vents shall be mitered and mechanically staked with two solid aluminum keys per corner. Each vent shall have two (2) rows of a co -extruded Santoprene bulb on a polypropylene backer, D. Screens 1. Frames shall be painted, roll -form aluminum. Mesh shall be 18 x 16 fiberglass. 2. Horizontal slider: Totally concealed leaf springs shall secure the screen. Two (2) nylon pulls per screen shall be provided to aid in screen removal and installation, The screen shall be retained entirely within the 2 114" frame dimension and not protrude beyond the exterior of the window plane. 3. Projected: "Z" clips shall be factory attached to the window frame. Spring loaded plungers and post pins attached to the insect screen shall make for easy removal of the screen from the building interior. E. Glazing 1. All glass shall be inside glazed and have a minimum glazing rabbet of 3/8" (horizontal slider) and 1/2" (fixed/projected). 2. Horizontal slider glass sizes (fixed and operating) shall be the same size to simplify field reglazing and equal the glass day lite openings. 3. Horizontal slider glass lites shall be glazed with a neutral cure liquid silicone back bedding compound. Film thickness shall not be less than .040". 4. Fixed and project -in glass lites shall be glazed with PVC foam tape and cap sealed with silicone. 5. Glazing beads shall be rigid extruded PVC (horizontal slider) and snap -in aluminum (fixed/projected), Color to match the aluminum finish. Page 8.1 Gec�teca, July 9, 2002 Larry Mauldin 6070 County Road 214 New Castle, Colorado 81647 Hepworth-pawlak Geotechnieal, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970.945»8454 hpgeo@hpgeotech.com Job No. 102 427 Subject: Subsoil Study for Foundation Design, Proposed Shop Building, 6070 County Road 214, (Peach Valley Road) Garfield County, Colorado. Dear Mr. Mauldin: 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 you dated June 21, 2002. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed slfop building will be large single story steel . frame structure with metal siding located on the site as shown on Fig. 1. The building will be 40 by 80 feet in size. Ground floor will be slab -on -grade. Cut depths are expected to range between about 3 to 4 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 of the proposed building was vacant at the time of our field exploration. An existing two story wood frame residence is located in the northern portion of the property. The ground surface is relatively flat with a gentle slope down to the south and about 2 feet of elevation difference across the building area. An irrigation ditch is located downhill to the southeast of the 'proposedd building area. Vegetation consists of irrigated grass pasture. 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 to 11/2 feet of topsoil, consist of slightly clayey silty sand with scattered gravel and cobble lenses. { • Larry Mauldin July 9, 2002 Page 2 The soils were medium dense and slightly moist to loose and very moist with depth. Results of swell -consolidation testing performed on relatively undisturbed samples of the silty sand, presented on Fig. 3, indicate low to moderate compressibility under conditions of loading. The sample from Pit 1 at 4 feet showed a low to moderate collapse potential (settlement under constant load) when wetted and high compressibility upon increased loading after wetting. No free water was observed in the pits at the time of excavation. 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 soil designed for an allowable soil bearing pressure of 1,200 psf for support of the proposed building. The footings should be kept shallow to limit the effects of the moist soils encountered with depth. The soils tend to compress when loaded after. wetting and there could be some post -construction foundation settlement. Footings should be a minimum width of 20 inches for continuous walls and 2 feet for columns. Loose and 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 soils. 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 12 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 50 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. 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 gravel, should be placed beneath slabs -on -grade to act as abreak for capillarY moisture rise. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 12% passing the No. 200 sieve. He GEOTECH Larry Mauldin July 9, 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 soils or imported granular fill devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the building 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. 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 6 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. 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 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 H -P GEOTECH A Larry Mauldin July 9, 2002 Page 4 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 onsite 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 GEOTECHNICAL, INC. s `T Daniel E. Hardin, P:.. I" 244.3 JZA/ksw e' •.r...F.....•. +` attachments E. cc: Kurtz and Associates - Attn: Brian Kurtz H -P GEOTECH APPROXIMATE SCALE 1"=1OD' LOT A AREA OF PROPOSED BUILDING /' PROPERTY LINE EXISTING FENCE / LOT 8 EXISTING IRRIGATION DITCH 102 427 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS m LL I Q. m n Willi 0 5 10 LEGEND: is • A PIT 1 WC=13.8 DD=107 -200=34 PIT 2 WC=10.7 00=09 --Zoo=38 TOPSOIL; silty sand, organics, slightly moist to moist, dark brown. SAND (SM); silty, slightly clayey, scattered gravel and cobble lenses with depth, medium dense and slightly moist to loose and very moist, brown. 2" Diameter hand driven liner sample. 0 5 10 NOTES: 1. Exploratory pits were excavated on June 24, 2002 with a Case 580 backhoe. 2. Locations of exploratory pits were measured approximately by taping from features on the site pian provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. Pit 1 is about 1 foot lower in elevation then Pit 2. 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 Togs 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 ) —200 = Percent passing No. 200 sieve 102 427 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS T Depth -- Feet Fig. 2 Compression % 0 1 2 3 4 Moisture Content = 13.8 percent Dry Density = 107 pcf —200 = 34 percent Sample of: Slightly Clayey Silty Sand From: Pit 1 at 4 Feet No movement �pon wetting 0.1 1.0 10 APPLIED PRESSURE — ksf 100 102 427 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig. 3 Compression 0 1 2 3 4 5 6 7 8 9 10 Moisture Content = 10.7 percent Dry Density = 100 pcf 200 = 36 percent Sample of: Slightly clayey silty sand From: Pit 1 at 4 Feet Compression upon wetting 0.1 1.0 10 APPLIED PRESSURE — ksf 100 102 427 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig. 4 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to frO arg' Mi"V 54/07--Pigt frieTA 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, sheeting, 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 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties slopes of 40% or greater must be shown on the site plan. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Yes !/ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent ro erties), streams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the prope ? Yes 5. Do the 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 2 design? - Yes !� 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances rec��between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist Yes es' /Yffit/W /4 8. 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 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters o 'oists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all cohimns and be Yes 12. 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 (un- distt rid) grade contours? Yes �/ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado P se II, certifications or phase II EPA certification? Yes �' No trd) iacy 970e/y/- 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Cha ter 37? Yes No 3 Ir A 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements ofthe Uniform Building Code? V//g No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitYl xo ms? - Yes No /7)9- 71 Kl#01/e5 kd/ /�'A0' .-s /� c/1-77)--14- ` �° /a/// 13 RC2 17. 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�j° enclosures and specify safe g for these areas? m/./1/4en7spy '/J Yes L�� No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No / MO 19. Do you understand that if you are building on a parcel of land created by the exemption process or the suivision process, are building plans in compliance with all plat notes and/or covenants? Yes No 20. 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 architectur mmittee deny or reject your building plans? Yes No 21. Will this be the only residential structure on the parcel? �9�� Yes No / If no -Explain: //� 22. Have two (2) c ete sets of construction drawings been submitted with the application? Yes 23. Do you under d that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 24. Have you designed or had this plan designed while considering building and other construction code requirements? 4 i Yes No 25. Does the plan acc tely indicate what you intend to construct and what will receive a final inspection by e Garfield County Building Department? Yes No 26. Do you understand that approval for design and/or construction changes are required prior to the applicati of these changes? Yes 1 No 27. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impa t" or "Septic System" fees required, at the time you pick up your building permit? Yes No 28. 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 delaryourins mon one (1) day. Inspections are to be called in to 384-5003. Yes No 29. Are you aware that you are required to call for all inspections required under the Uniform Building Code includ' (approval on a final inspection prior to receiving a Certificate of Occupancy and upancy of the building? Yes No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "Ge - .M ontractor", "Contractor" or otherwise, is the party responsible for the project co r o ing with the Uniform Building Code? Yes No 31. 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 stating one not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician 5 and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? Th 'cense number of the person performing the work will be required at time of applicab . spection. Yes No 33. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Numbe for the lot you are applying for this permit on prior to issuance of a building permit? ur attention in this is appreciated. Yes l No I hereby acknowledge that I have read, understand and answered these questions to the besf.ari?�ji y ability. Date Phone: 9-4:74 (days); 'Z 1K4 3Z (evenings) Project Name: Zk1 Project Address: 2 abili, 24041)z1 ,‘ at u £5�'��, 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 04/02 6 * 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 OLORADO Date Issue7. . , .. .... oned Area Permit No . AGREEMENT In consideration of the issuance of thispermit, 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 the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIAT LY BECOME NLS AND VOID. Use Addre Legal Des ptio Owne .'J -:i oN Setbacks Front Side Side Rgar This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 7..- j_Qa ; Foundation ,= 2 _ 62 ,. Underground Plumbing 9 _KAInsulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) Gas Piping Final. —2_0q f ,t Electric Rough (By State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED - WHETHER INTERIOR OR EXTERIOR, AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. E DDO NOT DESTROY THIS CARD Data ;r"°'`: i IF PLACED OUTSIDE - COV WITH CLEAR PLASTIC