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HomeMy WebLinkAboutApplication- Permitj = s r Garfield County Building & Sanitation Department 108 8`" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 a-o<<-Di2-� NO. C1C)SC1 Job Address y0-13 E 9I4- c�� Nature of Work Buildinx Permit (cf l C_PA � t \\S at Use of Building Owner Contractor tTn�� Q • 11 A • a • • itS* Dace Amount of Permit S 916-1/ . / 7 87,E -CO 31Y1141 i rgortw 4-1 1i geotICL Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8' Street, Suite 201, Glenwood Springs, CO 81601 ICCPhone: 970-945-82124 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 �/ D f�/ �a /0�1 1� 1 ule No: �s6�r�/ �(!ll /�'LC�/VC� fi Job Address: (�07) coe.71 Se tr Co /(pf 1 Lot No: / Block No: Ca 4/uE1/3 xemption: d9 f �,( 2 Owner: AlgeS diA51X) dress g)u/ (13 4zr Ph. 12-7-30'3 Wk Ph: Soryyl e---- 3 Contractor: cv2F Address: ,, Ite Ph: n tr. Lic. No. 4 Arc itect/En i en, �.2 �i� /�S Addr ss: dO Pk `7?°- 7337 Lic. No. 5 Sq. Ft. of B ilding: SL t i,9+e415rr iat4)(/`i°, Sq. Ft. o o : WQy/ H S Ac- Height: �-2/ No. of Floors: 2-- 1--",,"�a/,�,IOni 6 Use of Bui ng: ,/ NI "t.. - (J s // o r'._ cQ L ���� > JC.R..TtJt_ �evi�Q 7 Describe Work: .-7/10 g F4Ira9,L V.I4. ' & Ci i• 8 Class of Work:, ,^ o o Alteration o Remove o Move o Addition 9 10 Garage: NA o Single me -Double❑ Carport: o Single Double e< Driveway Permit -f-r/ 1O kit/On-Site Sewage Disposal ta�Site Nan 'f" / J (Septic) 11 Valuation of Work: $enADD Adjusted Valuations: $ (HI 33O 03 12 'Nsssvf Special Conditions: Off- 3/1s-- ,�pg.h/p/r!6-/Mc#65i.vd 6 4C4CC gr ou4v & 7 gjst tr as ,his AmbreF• s NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 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 BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR C• L THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE • CONSTRUCTION OR THE PERFORMANCE O. ON RU• ., r Plan Check Fee: 79R, Sz Permit Fee: /72$ 95 Total Fee: Dated Permit Issued: / -r.-S (Q ` `, OCCGrooup: r��,,..'''�11"'J111/// 3 Type: gnat. �7 Zoning: Setbacks: Manu. Home: le CC) ISDS No. &//Fe B 1 DEPT APPRO DATE APPROVAL/DATE .DEPT. PAl 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. 1N CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOLD. THE ISSUANCE OF A PERMT 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 FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. I \I\ I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT A 1. 6 o n43 x t • • "0 • 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; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. 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 occupancv, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # .'— isaim Bpcont03/2004 1/4 1 PLAN REVIEW CHECKL ST ApplicantCt_4544 Date •iS"e Building Planning/Zoning /Engineered Foundation Property Line Setbacks ✓Driveway Permit 30ft Stream Setbacks ✓Surveyed Site Plan Flood Plain Septic Permit and Setbacks Building Height '_.— d de/Topography 30% Zoning Sign -off tach Residential Plan Review List Road Impact Fees '-'Minimum Application Questionnaire L/4IOA/DRC Approval ---Subdivision Plat Notes Grade/Topography 40% 1Fire Department Review Planning Issues Valuation Determination/Fees Subdivision Plat Notes Red Line Plans/Stamps/Sticker .Attach Conditions Application Signed PI Reviewer To Sign Application eUSchedule No. C 40# Snowload Letter- Mani'. Hms. GENERAL NOTES: 2 74%4++L-irii ) 720 s 69 = 08,4080 ano 5.50 i )2 I I, loo ;At b2.50. Ill 2 s o i�I 330 lirr d -r' - GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for MANUFACTURED HOMES 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. All plans submitted must be incompliance with the 1997 UBC, UMC, and 1997 UPC. 1 • 1. Is.a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on site plan. NOTE: 106.3.1(7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final pl&twith the proposed structure located within the envelope. Yes 2. Does the site plan when applicable include 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 properties), streams or water courses? This information must be certified by a licensed surveyor with thei gnature and professional stamp on the design. Yes 3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a buildii g permit on is located on a corner lot. Special setbacks do apply. Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes V 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 design? A Floor Plan of the Modular jJnit showing exterior doors is required. Yes 6. 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? The building permit application will not be accepted without it. Yes No 7. Will this b e only residential structure on the parcel? Yes l No If no -Explain: 8. Have two complete sets of construction drawings been submitted with the application? Yes If 9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of property); wind designf n. wind speed of 80 mph & 151b. wind load); foundation design; method of anchoring? Yes 2 • a 9 10. Have you designed or had this plan designed while considering building and other construction code requireme ? Yes r/ No 11. Do your plans comply with all zoning rules and regulations in the County related to your zone district? Yes I/ No 12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the GarfielJ¢ County Building Department? Yes t/ No 13. Do you understand that approval for design and/or construction changes are required prior to the applicationV f these changes? Yes No 14. 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 "Road Impact" or "Septic em" fees required, at the time you pick up your building permit? Yes No 15. 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. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (l) day. Inspe ns are to be called in to 384-5003. Yes No 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00'r�e-i ection fee? Yes V No 17. 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 and occupaiflf the building? Yes No 18. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact e Garfield County Road & Bridge Department at 625-8601 or refer to the phone book for th ate Highway Departments number if applicable. Yes No 19. 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 the person performing the work will be required at time of applicable inspection. Yes No 3 i 4 i J 20. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Sch ule'Number for the lot you are applying for this permit on prior to the submittal of a building mut application? Your attention in this is appreciated. Yes No 21. Are you aware that you will need to call the State Division of Housing to have your modular inspected prior to the County building department doing their final inspection? The State will charge a fee for this inspec Yes j- No 22. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Cycle? Yes f/ No 23. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an ex ion) at the time of the building permit application submittal? Yes No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner Phone: V-7 — 3 1) Y 3 (days); Project Name: OT Project Address: Vo 73 c, Notes: 372,4/DV Dat (evenings) ii ��• 5//7 ?- fr i -z - 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. bpminregmh03/2004 4 11 a • I a4 0455 Cedar Hills Silt, CO 81652 Wednesday, November 05, 2003 Norm Claussen Box 1155 Basalt, CO 81621 Dear Mr. And Mrs. Claussen, Thank you for taking the time to prepare and present your building and plot plan for Lot 1 to the Cedar Hills architectural committee (CHAC). On Nov 4 at 6:30 PM Kent Lohse, Joel Cotton, Larry Rose, and Rick Seymore, members of the CHAC, met with you and approved your site plan and your house plan. We also agreed to moving your building envelope about 100 feet east from the present location. We look forward to seeing the final plans and colors and do not anticipate problems with them. Your house will fit with the landscape and the other houses in the subdivision. Good luck with your building endeavors. Sincerely ours, Jo B. Cotton F r the CHAC Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone -(970)625-8601 Fax (970)625-8627 Invoice Invoice Date: 11/7/2003 Invoice Number: 130 Bill To: Norm Clasen P.O. Box 1155 Basalt , CO 81621 Driveway Permit Number: 130 $75.00 per Driveway Permit. Driveway Permit Fee: $75.00 Total Due: $75.00 Thank You! SOMEDAY LLC P.O. BOX 115i BASALT, CO 81821 qCI 11/ 10(03 10 1 L C' DATE $ q5`k 2009 82JId1021 1:10 2 110 340 70: 50 50045 23 30 2009 11/0.A110 2010 J. a : Idle event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire , removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. Special Conditions: 1. 12"z3Oft Culvert required. 2. 24'z10' z3" asphalt or concrete pad required. In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signif -. that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the drive ,. i) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Telephone Number: 1/62-7 g7L-2 - 99-7 -30V3 Permit granted 11/1/2003, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: Representative of Garfield County Road and Bridge Signature Mar 26 04 03:12p Joan Pelkey 306-276-2471 p.1 • 4 • • TIMBER CREEK HOMES, INC. ONE TIMBER CREEK TRAIL STRATTON, NE 69043 FACSIMILE TRANSMITTAL SHEET TO: n% Jlp�q FROM: Charles Pelkey COMPANY 7E: 8--24 6' FAX NUMBER: 970 - 3Xt/. 3 '7TOTAL NO. OF PAGES INCLUDING COVER. PHONE NUMBER: SENDERS REFERENCE NUMBER: RE: (rrc— YOUR REFERENCE NUMBER: URG NT FOR REVIEW PLEASE REPLY RECEIVED MAR 2 6 2004 GARFIELD COUNTY BUILDING d PLANNING P.O. BOX 304 STRATTON, NE 69043 TEL# 308-276-2478 FAX# 308-276-2471 Mar 26 04 03:12p s• • Joan Pelkey n Timber Creek Homes March 26, 2004 Garfield County Building Dept. CIO Theresa Customer: Norm Clasen Project #185 308-276-2471 p•2 Theresa, This is to inform you that the roof load on the Norm Clasen house is 60#. Any questions, please call. Charles Pelkcy /7 President One Timber Creek Trail • PO Box 304 Stratton, NE 69043 • Tel. 308.276.2478 • Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release le Data filename: C:\Documents and Settings\Sally.TCH`\,Desktop'\.RESCHECK\clasen.rck PROJECT TITLE. CLASEN CITY: Basalt STATE: Colorado HDD: 8106 CONSTRUCTION TYPE: Single Family DATE: 03/23/04 DATE OF PLANS: MARCH 23, 2004 PROJECT DESCRIPTION: SINGLE FAMILY HOME DESIGNER/CONTRACTOR: TIMBER CREEK HOMES, INC ONE TIMBER CREEK TRAIL STRATTON, NE 69043 COMPLIANCE: Passes Maximum UA = 372 Your Home UA = 371 0.3% Better Than Code (UA) STATE OF CC11.3, .,.. CiVIS:ON OF NG! A, Gross Glazing Area or Cavity Cont. or Dooi Perimeter R -Value R -Value U -Factor LA Ceiling 1: Cathedral Ceiling (no attic) 580 38 0 0.0 16 Ceiling 2: Flat Ceiling or Scissor Truss 1102 38.0 0.0 33 Wall 1: Wood Frame. 16" o c 162 19 0 0.0 6 Window 1. Vinyl France Double Pane with Low -E 12 0.340 4 Window 2: Vinyl Frame.Double Pane with Low -E 12 0.340 4 Window 3: Vinyl Framc•Double Pane with Low -E 12 0.340 4 Door 1. Glass 21 0 430 9 Wall 2: Wood France. 16" 0 c. 144 19 0 0.0 5 Window 4. Vinyl Franie:Double Pane with Low -E 55 0.340 19 Wall 3: Wood France. 16" 0 c. 198 19 0 0 0 9 Window 5: Vinyl Franie:Double Pane w ith f_ow-E 12 0 340 4 Vindow 6 Vim Frame•Douhle Pane w ith Low4112 0.340 4 Door 2. Glass 21 0 430 9 Wall 4 Wood Frank 16" o c 294 190 0 0 13 \Vmdow 7 A in I Flame Double Pane rich Low -L 55 0 340 19 Door 3. Glass 21 0.430 9 Wall Wood I ionic. 16" n L 19J -`i ii .1.. iv rd 6I -I.: 1'.,i. i' 1 1 • • • . Door 4. Glass 21 0.430 9 Wall 6: Wood France. 16" o.c. 103 19 0 0.0 6 Wall 7: Wood Frame. 16" o.c. 135 19.0 0.0 7 Window 9. Vinyl Frame:Double Pane with Low -E 25 0 340 9 Wall 8. Wood Frame, 1-6" o.c. 132 19.0 0.0 8 Basement Wall 1: Insulated Concrete Forms 1740 22.0 63 Wall height: 10 0' Depth below grade: 9.3' Insulation depth: 10.0' Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1667 19.0 0.0 78 COMPLIANCE STATEMENT: The proposed budding design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in REScheck Version 3.5 Release le (formerly MECcheck) and to comply with rhe mandatory requirements listed in the RESchecklnspection Checklist. Builder/Designer Date STATE OF DIViS ioN OF HO MGR 2 9 '04 a ^V i 0 E O 0 L. C) L cu -Q One Timber Creek Trail Po Box 304 Stratton, Nebraska 69043 (308) 276-2478 LIGHT & VENT REQUIREMENTS VT (MIN 5%) cn Nr cri a 12.08 o �a 6� m LIGHT t VENT I % LT WIND 3 ((MIN 10%0 20.66 18.15 0.00 I 16.01 15.58 I 14.56 28.45 18.17 a) m Ni WIND 2 fel rn o rn 7.03 o ^ o r WIND 3 I WIND 1 24.30 10.33 19.38 1 7.79 o co o�r-: mI'- m ai a) cri STA 9.67 UIV o,- LO WIND 1 tor, ct 5 AREA F 267.75 241.875 300 293.334 118.335 LL 0 co WIDTH F W W 14.875 in r In 14.6667 10.29 LENGTH (FEET) in 20 co N 0 N CO N ROOM MASTER BED. KITCHEN -1 0 co MASTER BATH Z Z Z j DJ TE OF CO SIN OF HC! NAR 2 9 'D4 Feb.l6 2006 2.45PM HIGH COUNTRY ENGINEERING No.6972 P I CIVIL ENGINEERING DATE 2/l6/05 rawbr.sO..,.! [mom, FAX TRANSMITTAL LAND SURVEYING TO: GARFIELD COUNTY BUILDINQ DEPARTMENT ATTENTION: DAVID MEAQ CC: NORM CLASEN FROM: DAN DENNISON FAX NUMBER: (970) 3843470 HCE JOB NUMBER: 2031717 0218 TOTAL NUMBER OF PAGES (INCLUDING THIS COVER PAGE): 2 BRIEF DESCRIPTION OR INFORMATION: Attached is the inspection letter for Lot 1 Cedar Hills Subdivision. IF YOU HAVE ANY PROBLEMS RECEIVING TTUS TRANSMISSION, PLEASE. CALL, 31517 L.AKK AVENUE. SURE 101 GL108W000SrnINa4, CO 51001 970945.8678 • PHONE 870945.2555 • PAs WW W.NCENa.c0N 014 9nrEwNESS Dian LAsr, Suns F• 120 Enact -wool', CO 80112 3039250544• PHONE 3039250547 • FAX .When correction(s) have been made, call for inspection at 970-384-5003. cc s C e. Ii a s Q - ti n°J 0 c W 0 7 C 10 � 0 2st a m N 0 0 0 a -t 3' p CD 0 0 go. $i4 C h D C O 1• :13 3 3 I N a • 3 S K CD N co N a 1.4 O 0 ao C N co V• N D 11 O m = m r —v 0 0 do N O N a N co D O c 3 a Z O 9 m -.0 `— �� �^ O a Co0• 0 `° n m m' — 3 p m 0C TO CI D % (;)La 33• 3 nZ w a r I< CO m O a s tD XI C) N� �� N oma m • a c 'U m> o- o. V C 71 co • aR c al O'9 3 m ��,tD � .v 0. 0 d ��� ° a W O ▪ Cr < o �` \ O 3; ° Z C _ �o c• nal C y cin 3 r o io $ tc Y' oo F p 'm n. ° I0 0• ° O ' •' N a iii O CD C CO 3 a. a ° O v om II. m cN. i 3 3 3 Q m a y _ > m 35 co S in co aw 0 linco m Z 0. O -I JJ e ction at 970-384-5003. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N2 3 9 2 0 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Nam System Location Legal Description of Assessor's Parcel No SYSTEM DESIGN Assessor's Parcel No. a 179-ort-oQ-bro! This does not constitute a building or use permit. Present Address S \o1&+ Phone !1L4. L_Qk St– ( Caietadt aka 1St Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other tL/t4LetLs �r�' I1 p Date r!J'J Inspector /&Jt/L 12 N� 7G - RETAIN WITH RECEIPTORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). While - APPLICANT Yellow - DEPARTMENT No. 96 J i ssor's Parcel No oll 7Q t,/ -7 — cin/ Date Y -/9-0 //�S'etbacks: adlii> Soils Te Footing Foundation'' •nr. '14 (i4t.7-14-n) - Grout Underground Plum ing s, -c Rough Plumbing :1 Framing Insulation Roofing Drywall ".920;,-,10,C7Gas Piping hone # 9.a-72-&-\(-15 Address Phone # ront i Rear6����� RH LH Zoning 47- 42SPECTIONS ¢-O Weatherproofing Mechanical Electrical Rough (State) Electrical incl State) Final ecklist Completed? Certificate Occupancy # Date Septic System # Date Y 9 -O.] Final • —s ar i Other 1 NOTES 3€21 Yto0 317 ffsS vo . (continue on back) ,< 4 V INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS MANUFACTURED HOME BUILDING PERMIT IELD COUNTY, COLORADO Date Issued.. ../.. [..q....Zoned Area Permit No. AGREEMENT In consideration of the issuance of this permit the applicant hereby agrees to comply with all ows and regulations related to zoning, location, construction and erection of the proposed structure for which this permit is granted, and farther agrees that Bat above said regulations are not fay 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 Official and IMMEDIATELY BECOMES NULL AND VOID. 1 r ./ t SFe,,,S _ ic. ov NiPECTION RECORD Footing : S/rns (-70-4. 7-�7 ��4� 7 glow Foundation or Blocking : ie Driveway :, / 3D Rough Plumbing : 9. -Di( f /� Gas Piping : 9-7:4g-0 L� _d_i/t< Electrical Finaln: ` df (jt � a ��S SepticF'mal: (/ (by State InspectorF f' j 4—Y tib- �-d- ./.4,4 m .� jam? a es: 9 •j p . ct�or at -St O �i� s.«►rd Tv an 0•�*�Ec.� Final 5-o 1a r Said srUnit -Ste 34I r /SS sets U THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 108 8th Sheet, Suite 201. County Courthouse Plaza Glenwood Springs,Colorado DO NOT DESTROY THIS CARD APPROtri Date VP 644 (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) HEPSVORTH-PAWLAK GEOTECHNICAL March 22, 2004 Norm Clasen P.O. Box 1155 Basalt, Colorado 81621 Job No. 103 694 Subject: Observation of Excavation, Proposed Residence, Lot I, Cedar Hills Subdivision, Garfield County, Colorado. Dear Clasen: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on March 21, 2004 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 7, 2003, Job No. 103 694. The proposed residence will consists of a 1'/: story wood frame structure over a full basement level. Spread footings sized for an allowable soil bearing pressure of 1,200 psf were recommended in our previous report. We understand that the foundation has been designed as 101/4 inch thick Superior Walls placed on a 10 inch crushed gravel mat. At the time of our visit to the site, the foundation excavation had been cut in one level from 10 to 11'1 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of medium dense. sand and silt. The upper several inches appeared to be loose from the excavation equipment. No free water was encountered in the excavation and the soils were slightly moist. The soils exposed in the excavation appear consistent with those previously encountered on the site and hydrocompressive. Spread footings placed on the natural soils and designed for an allowable bearing pressure of 1,200 psf were recommended with a risk of settlement and distress if the underlying bearing soils become wetted. The proposed crushed gravel mat footing will provide a conduit for subsurface water to penetrate the bearing soils which could result in large differential settlements damaging to the structure. We also recommended the foundations be designed to span on unsupported length of 12 feet. As an alternative to a concrete footing, a well graded material, such as v. inch road base, could be used to help limit free flow of water to the bearing soils. • Norm Clasen March 22, 2004 Page 2 Regardless of the type of footing used, loose disturbed soils should be moistened and compacted. The structural engineer for the residence should review the foundation plans for potential impacts to the structure from differential settlements. Other recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. Our consulting services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEO L, INC. Jordy Z. Adamson, Jr Rev. b.,. SI? JZA/ksw cc: Fred Cooke Job No. 103 694 z w 01 J U w 0 0 z 0 Z Z Qg CL Z 0 O 00 Q u W 0 J cn zz Z W N U > > > > Cr 00 O 0 WW U OZ N PLUMBING-SUPPL PLUMBING -DRAT J 0 W' H 0 W J 1- 01 J Q U CY H U W V7 W H 0 Z J Q J - W D 0 Z W N W Q CO Q rip u) Q co 4 01 J Q W 0 U7 W H V1 V1 U7 W 0 J Q w z W C' 0) w 0 Z 0 0 Z D 0 Z V1 OJ '- ow z Z W Q < 0 U Z O W 1 Z D U(n VI c00 CE H 1- 0 W V) H U 01 0 U1 -J wW 0 z 1- Z W Cn nW LLJ I- 0 0 Z J 0 < Z U CO CL > 0 U J J aW -J Q D Q (n W H co V1 >- V) 01 0 Q d Q a ozt 0 N W Q a N N W Q a. N N V1 W 0 Q W 0 Q a 0 Ln N ffo (1 W W Q Q az+ M N N V) W 0 Q V7 W 0 N W a W Q 3- 0- )CDOJ L) W 0 Y o U� Art 0 u o> V ® . U- t- J C -..1C -..1`V 02c t CD v, PROJECT NO. I DRAVING NO. 1 PROJECT NAME CLASEN DRAWING TITLE NOTES W < Q DATE 2/20/03 DATE PLUMBING NOTES I MECHANIC NOTES 1 HVAC M LAY—OUT SHOWN IS SUGGESTED ONLY. SYS 0 8E DESIGNED. SIZED AND INSTALLED ON SITE THE SITE CONTRACTOR 2 ALL R5 4x10- UNLESS OTHERWISE NOTED 3 FUR ROOM (WHEN APPLICABLE) TO NAVE TWO x 1RILLES, INSTALLED IN THE CEILING AND FLOO0',nM;BR COMBUSTION MR. A HEAD CALCULATIONS BASED ON —15' F TO 75 F. 5, HEAD 51.5) CALCULATIONS BASER ON DESIGN TEMP 90 (150. '751.5). 6 WITH ULATED CRAWLSPACE FOUNDADON, DUCTWORK AND MUST BE INSULATED. 7 HEATH+ BASED ON 132' F. BONNET DISCHARGE TEMPERATURE WITH 60' F. TEMPERATURE RISE 8 SITE CONTRACTOR TO INSTALL NR BALANCING DEVICES TO INURE PROPER ADJUSTING OF THE NR SYSTEM REGISTERS OR DIFFUSERS SHALL NOT BE USED AS NR EµANCING DEVICES B 1st FROOR BOOTS AND REGISTERS INSTALLED BY THC 9 2ndYLBOR SYSTEM TO BE INSULATED DUCTS INSTALLED THR EXTERIOR WALLS. CEILING BOOTS. REGISTERS AND LOW WALL RETURN NR GRILLES INSTALLED SY TCH oa z h- }N/�42 Fj aa6 Om ~1UJ incF 2O • IN/1 W 3W NO NIU 1dt I V1 m Iayu Omm ii!• F j O W j K Ii ZO O •20z<O7mmOZ VQN X0 3O VZ ofG N w F 00uNW• z 8wF VI dqDP g'd ym0 • rOOP My -<Z J2 N �g W i a LA I-yO�(WJu LLmS yy (j W> y(� D<O >O> pFp Y�O �gOf O og< t2 - A gog$w\ �I••,i JGG N iU (Z< ,N•OIjoo BOOS 4 mSRO 2 VIO 2 V I LL 1 3< m V 0 W • m a iJ on 0 . WwW0 •N w.'ZOUwwwO S w CO 2F W V ?NoLA uym Yor > U06 J < O F_Nj J U W W L iy� ygy�� v OOOJ > F Jfl3 W2 WF WJFWW OW Z Y FVd� QJ yU Oi 3 [<� U Z l OMm J z 0 ZO0 o N UNW Z< mUO 5 y�OZymWz O Ny4 00 N ❑QV<p jO 4wo J W oq l gm; 2ww I� J< 2 5¢ g w L o a W . 3 J U W.- O U S d ATTENTION LOCAL INSPECTIONS DEPARTMENT THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY TIMBER CREEK HOMES INC., HAVE NOT BEEN INSPECTED BY STATE OF NEBRASKA, AND ARE NOT CERTIFIED BY THE NEBRASKA MODULAR LABEL. CODE COMPLIANCE MUST BE DETERMINED AT THE LOCAL LEVEL. ELECTRICAL SERVICE ENTRANCE, DWV BELOW FLOOR & WATER SERVICE CONNECTIONS TO UNIT PRELIM DRAWN SUBMIT DRAWN xxx SHOP DRAWN Timber Creek Homes, Inc. One Timber Creak Trail - PO Box 304 - Strunton. 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S, R XXW N LA d N U> J Z K �I 2O ; U1 Z> O% m O W z w U W K W> 2 O G < Z U S V p m W Z Y< d 5 W 3 i 4 3 F rl < w Oj F_ _ N2NZ WmW dC�OW� dOUry JOOSO7j J� YWZ= Kp Z<JwOO& •- y�Sp`Wyy��S OLLY> ; a4orou0 OJ W>Umpgdo-u «ONOFV r/13Of ZdJOKFF FNNSu.020C>U1m>4m0o< -um a. 0.n * a N .0 n m o - n W g •S� 2O z �VI Z< 6 Z 8 W d, 3 o U '1 d 5 J - 0 O o I W'J 5 u '- N x w > k 0 4-± Enrc< o y- d 0 o d 7 y m 3 W Mu' i ; o wa r 373 m5 -o 0 N m a a O a <W I N 05P.2i3 V W > 0 0 i< % O s0 O W O N OW 0 W N 0 4 d m d o a z > l�W nOno im �6 J Q. Q 3 4 ZON <LZ ONNONitn2 - N n * THIS TECHNICAL DOCUMENT 1S THE SOLE PROPERTY OF TIMBER CREEK HOMES. INC. ANY USE, DUPLICATION OR DISTRIBUTION WITHOUT EXPRESSED, WRITTEN PERMISSION BY QUALIFIED TCH PERSONEL IS STRICTLY PROHIBITED. N w , •U J •W Z v mo ¢o d mW W O o b`d w oO 0 0 W 0uJ.w, ozownZZiw a F2 N• 00<'�; Z iUopp a V Qq33�3 Q li m N•% W❑ d a 3 N K m NLo W o Zd O L. i waaaQ�N mo fawg °Wi <W8 of m T a w m O 3 o N z m O J 41 3- N N R . 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