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HomeMy WebLinkAboutApplication- PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Permit NO. BLCO-7-09-1138 Permit Type: Commercial Building Work Classification: New Permit Status: Approved Issue Date: hb0 Expires: 04a41-21399 Subdivision 634.0`1 Section Township Range CR 202 DeBeque, CO 241513400002 as Owner Information Address Phone Cell #13 Enterprises PO Box 88 DeBeque CO 81630- (970)283-9420 (970)283-1150 Contractor(s) Phone Primary Contractor Mountain Estates Builders (970)926-4780 Yes Proposed Construction / Details Pavilion w/dining, kitchen rec use & bath house FEES DUE Fee Amount Commercial Building Fee $2,628.95 Plan Check Fee $1,708.82 Total: $4,337.77 Valuation: Total Sq Feet: $ 391,558.40 4916 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLCO-7-09-19574 $ 4,337.77 Check # 1980 $1,621.46 $ 2,716.31 Required Inspections: For Inspections call : 1(970)384-5003 Inspection IVR See Permit Record Building Department Copy Tuesday, August 4, 2009 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 /Inspection Line: 970-384-5003 www.garfield-county.com 1 Parcel No: (this information is available at the assessors office 970-945-9134) a y/%5/,? VO0 as .3-- 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description NE, 'q Se C./ TS 4 99tH i 1I6.1l, - 6A.4R& 'z oz 3 Lot No: 7 Block No: ' Su ./ Exemption: C.24,g10•g(it- f273/ 4 Owner:?(property owner) / .7%. /3 �n/tP.c'�/LtJ�' LC L� Mailing Address: '/(3O t , �44X A .Dat,.2.� Cv Ph: ?P3-�S/aI� Alt Ph; r o ��> //J D 5 CC ntractof:. / ///Dt Avh,� 1'(6/8 I,-tf /Z.,f Mailing Address: e r/ et, fo 0131- /// f1 5 U e D `.7d3 Ph: flD -1v7� -'/ 6 Alt Ph: 6 Architect / Engineer: /./c.4 -ti .:Thea e,/1/ 44.111c, Mailing Address: /oiq*,y, re 77G0 f- 370 hetQ/�dSt�:,/ z D Ph: 7/3-s.2b-sy34 Alt Ph: F 7i3 -s..6• V?Y/ 7 Sq.t. of Building: 7 g 1? fir w - lav(//oA/ —� 0 00,11— Jecd -j `�' �0i� Sq. Ft. or Acres of Lot: r cal_ P.,4.1,-a-cttiol-,,,,,If - ; / t/07 Height: , r S it 20 /1 i' No. of Floors: 2 8 Use of Building:0 t? Ialw/y;ii..vGef 411.4 `' eV/e ii,N2-L t4 -s -e_ l'�`�'' -"ecc e 9 Describe Work: /,� //' /1 Ceivslcuel Neti, / rRvrlsprv, I2*//%tfre Pa,� 4,t 74/e/a�ir><f&i/J •10 Class of Work: )(New ❑ Alteration o Addition 11 Garage: ❑ Attached o Detached Septic: 1s6SDS ❑ Community 12 Driveway Permit: & Qq, _ Jl �� Owners valuation of Work: $ 3SD If' Authority. This application for a Building Permit must be signed by letter of authority, signed by the Owner, must be provided A Building Permit cannot be issued without proof of legal NOTICE / the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate with this Application. and adequate access to the property for purposes of inspections by the Building Department. Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Discharge Permit. authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, are not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without THE NOTICE & CERTIFICATION ABOVE: Leval Access, Other Permits, Multiple separate permits may be required: (1) State County Highway/ Road Access or a State Wastewater Void Permit, A Building Permit becomes null and void if the work 1 hereby certify and specifications Assuming the submittals In consideration Code, ISDS construction I hereby grant Building of County Review of or discrepancies. limitation I HEREBY days after commencement. that 1 have read this Application and that the information and other data submitted by me or on my behalf (submittals), completeness of the submittals and approval of this Application, reviewed by the Building Department. of the issuance of the Building Permit, I agree that! regulations and applicable land use regulations (County or use of the structure(s) and facility(ies), described above, permission to the Building Department to enter the property, Official from: (1) requiring the correction of errors in the submittals, Regulation(s) or any other applicable law. this Application, including submittals, and inspections of the As the Owner, I acknowledge that responsibility for my architect designer, engineer and/ or builder. ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND OWNERS SIG URE DATE GO I I In e llhlu,suuer ,rJ STAFF USE mONLY Special Conditions: Adjusted Valuation: I Plan Check Fee: I Permit Fee: 39i 155-8 '40 'i() gg— 9 -(P 9 -g ISDS Fee: Total Fees: Fees Paid: I Balance Due: /Pt�-� 1010 '5, i0 ,31 Setbacks: Manu home Fee: Misc Fees: OCC Group: DATE 0/1/01 Const Type: 1715 PNG DEP'1< APPROVAL BP N.• & Issue Date: quA ISDS No & Issued Date: 19-. Zoning f DATE 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 and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 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, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. —" A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SI t. 1'TURE Bappl icationdecember2007 20 ATE Building Plan Review Description of Work: Bin #: ON TOP Location Address: CR 202 DeBeque, CO General Information Contacts Case Manager: Ken Smith Plan Case Number: BLDG -7-09-6007 Parcel: 241513400002 Application Date: 05/27/2009 Owner: #13 Enterprises Applicant: 413 Enterprises Applicant Phone: (970)283-9420 Email: Building Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions _Application Signed i Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report PlanninglZoninq Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height 7oning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: rff 11662F -Ad 74 loll 24 . 004 4A, se .015 L2"'I yci Si �Cv 1 fd5"'94 A i• IX 24 •4557.s' 14c, G c 4570i .65 4 a65-/-61,60 cb y 24i64. o liesTee4, Thursday, July 16, 2009 61(155$,4c) 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. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLA; _._ST BE SUBMITTEDFOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sea ed by a Colorado Registered Design Professional. 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. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 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 and original grade. 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. Engineered foundations may be required. 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, a 90 M.P.H. wind speed, wind exposure B or C, 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 2003 IRC. 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(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) 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 surveyor's 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 plat with the proposed structure located within the envelope. Yes X 2. Does the site plan also include any other buildings on the property, 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 building permit on is located on a corner lot. Special setbacks do apply.X 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 properties), streams or water courses? Yes X 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes X 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes x No 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes x No 9. 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 Toads and wind loads? Yes x 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafteCs_orjoists or trusses? Yes ,( 12. Does the building section drawing or other detail include the method of positive connection of all columns an cj beams? Yes 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes �( 14. 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 X 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes X No 16. 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 IRC? Yes )( 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes K 18. 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 glazing f r hese areas? Yes___ No 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and. water heaters indicated on the plan?%neeGta,„ Het l `r virgwa y' /riieI 'papa? ares Yes 20. 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 21. Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes /,L/ 22. Will this be the only residential structure on the parcel? 4,( Yes No X If no -Explain: M/V , 4Er/ 23. Have two (2) complete sets of construction drawings been submitted with the application? x Yes 24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes 4 25. Have you designed or had this plan designed while considering building and other construction code requiremery4s? Yes �( 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone districj2 Yes �( 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes /X. 28. Do you understand that approval for design and/or construction changes are required prior to the application f these changes? Yes 29. 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 Im act" or "Septic System" fees required, at the time you pick up your building permit? Yes_ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5093. Yes x No 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -in pection fee? Yes_ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes �( 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for art Agent and that the party responsible for the project must comply with the IRC? Yes--Ij'(- 5 34. 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 /X". 35. 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 submittal of a building permi i application? Your attention in this is appreciated. Yes 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes X 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. erre Signature of Owner 1 ate Phone: 9? - p8i- 9 Vali) (days); 54 -in e Project Name: i?t (mit ?ccvi//b v (evenings) Project Address: epi44.4 JQ z0,2 VE 4y ,See 9 % i'f', /'9.7e .991e) 6 Notes: If any required information is missing 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. BpminregDec2007 7 POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, that 1, Paul R. Vahldiek, Jr. managing member of #10 Enterprises, L.L.C. doing business as the High Lonesome Ranch, of the County of Garfield, State of Colorado, reposing special trust and confidence in Douglas A. Dean, of the County of Garfield, State of Colorado, have made, constituted, and appointed, and by these presents do make, constitute, and appoint the said Douglas A. Dean my true and lawful attorney to exercise or perform any act, power, duty, right or obligation whatsoever that I now have or may hereafter acquire, relating to any person, matter, transaction pertaining to the conduct of business at the High Lonesome Ranch, not involving the purchase or sale of real property nor exceeding $5,000.00 in value. I grant to my said attorney full power and authority to do and perforin all and every act necessary in exercising any of the powers granted herein as fully as I might do if personally present, with full power of revocation, hereby ratifying and confirming all that said attorney shall lawfully door cause to be done by virtue of this Power of Attorney. EXECUTED on November 24, 2008 Principal Paul R. Vahldiek, Jr. as marry ' g member of #10 Enterprises, LLC, d/b/a The High onesome Ranch STATE OF TEXAS County of Harris ) The foregoing instrument was acknowledged before me this 24" day ofNovember, 2008 byPaul R. Vahldiek, .Tr., as managing member of #10 Enterprises, LLC, tib/a The High Lonesome Ranch. My commission expires: O /a- I /e2'/0 0'"1°";1?ATRICIA S FITZGERALD t :.: NOTARY PUBLIC State of Texas ?o,.:.1!•Comm. Exp. 08-21-2010 Witness my hand and official seal NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS Garfield County HDL. blvrt tog 0-104 len Ce) ,�!�Jjj Application for Driveway Permit Person Obtaining Permit: I' 13 Crl -er (Drina) Permit Number: G B0:2...L.D5 Application DateQ3I R7 I cp Termination Date:.(p County Road Number: r�GZ_ District: a Inspector: W - J3er y hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, o:C) a , located on the side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal. injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall he 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 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 10) Contractor agrees to all Provisions in Exhibit A. I Special Conditions: 1. Driveway Width- '30P+ • 2. Culvert required?: ) Size: 3. Asphalt or concrete pad re aired' $J0 Size of ad• 4. Gravel portion required?�E S Length• 0 T �� 5. Trees, brush and/or fence need to be removed for visibility? 6. Distance and Direction: 7. Certified Traffic Control Required? 8. Work zone signs required? ' ' 3 9. Stop sign required at entrance to >6c-iS In signing this application and upon receiving authorization and permission to install the•driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Sign- • Address: ?fly Pt� /fir £p M Telephone Number: 9�0 .2 3 _ 9 cAxei Permit granted ZS ubject 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 Specifications 1. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off -the -road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, whose name and signature appears below, certifies and agrees as follows: 1. The Contractor shall comply with the provisions of C.R.S. 8-17.5-101 et seq. The Contractor shall not knowingly employ or contract with an illegal alien to perform work for the Board of County Commissioners of Garfield County, Colorado ("BOCC") or enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien. 2. The Contractor represents, warrants, and agrees that it has verified that it does not employ any illegal aliens; that it has participated or attempted to participate in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply with the requirements of C.R.S. 8-17.5-102(2)(b). 3. The Contractor shall comply with all reasonable requests made in the course of an investigation under C.R.S. 8-17.5-102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with any requirement of this provision or C.R.S. 8-17.5-101 et seq., the BOCC may terminate work for breach and the Contractor shall be liable for actual and consequential damages to the State. 4. If the Contractor is a sole proprietor, the undersigned hereby swears or affirms under penalty of perjury under the laws of the State of Colorado that (check one): I am a United States citizen, or I am a Permanent Resident of theLUnited States, or I am lawfully present in the United States pursuant to Federal'law. I understand that this sworn statement is required by law because I am a sole proprietor entering into a contract to perform work for the BOCC. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to starting work for the BOCC. I further acknowledge that I will comply with the requirements of C.R.S. 24-76.5-101 et seq. and will produce the required form of identification prior to starting work. I acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under C.R.S. 18-8-503. CERTIFIED and AGREED to this day of CONT7CT /%a cat .civ e��J (Contractor Full Legal Nanir By: Signatu Au t oriez d Repay , 200 j/f -7(' -7940 FEIN or Social Security Number As/ ;✓ Title Permit Number: GRB06-D-9 Exhibit A BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued Permit No. 131.0 - 'O'111M AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, grection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use mut/Ann tvjeiiningt ai}rvn*n } bCih Inox8-e o � a Address or Legal Descripti f2. `.�.o» Aleheate Owner h SPS Building Permit Type GOnty»\P.LtC L. Contractor hrn �S)ojPrB bt);k This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection PECTION RECORD Footing Driveway Foundation / Grouting Insulation au Av,v,\ t Underground Plumbing eattre.�,ar>, im taty� ' 9 1/ -eq oTl &314A:, nk a-lis-ai —, Drywa'lll �I f MRA oX 01)--q-1a f�1°_ 5 -s -/b 1K I RNug,h Plymbing Dk /A a{3 -0T EJ7 l, PaglriVh nk i -! V /6 '",6am' Electric Fina(byState Inspector (Frio/oFiJll'V iii Rough Mechanical 1A01(�eA vaito gm. Septic Final ,G'__,: a_. y„ .- Gas Piping 90 ) \`.D(1 3 gof ,Q+A FINAL cavi la%jta„/ B J_0/0 Call For Final lnspeation) Ele tr'c Roug (by State Inspector) L9:{l1 -4/010 d2 5/y(jt(q�//}� //A p qq _ V hY i //_ �� /o'v I ( r'o to ming) Noueust Notes Notes —Fral11/4 PK InnI�,�77 mg /—,—V7 ,f i) l y (to includeilloot in place &Windows & Doors installed & Firestopping in place} APPROVED Date THIS PERMIT IS NOT TRANSFERABLE For Inspection Call 970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD By t JL PROTECT PERMIT FR M WEATHER DAMAGE (DO NOT LAMINATE) NOTES amihe,ftm 1*, (0.0 „46A k 'i// la (371,7 i q✓�9/%b /a91 BUILDING & PLANNING DEPARTMENT April 2, 2009 Andrew L. Spielman Hogan & Hutson, LLP One Tabor Center, Suite 1500 1200 Seventeenth Street Denver, CO 80202 RE: Request for interpretation of "Private Park" Dear Andrew, Thank you for your letter received in this office on April 1, 2009 (letter attached). (- understand the letter to be a request for a formal opinion regarding the County's definition of "Private Park" as defined in Article XVI of the County's Unified Land Use Resolution of 2008 (the Code) as it relates to the specific information you included in the "Background" section in that letter. -Based on that background information which specifically excludes any form of lodging, I agree with your opinion that the proposed activity by #13 Enterprises, LLC can be considered a use -by -right within the ambit of a Private Park as defined in the Code. As such you will not need a land use change permit. You may be required to obtain County building / septic permit for the uses. Please contact Andy Schwaller, Chief Building Official, to determine what permits this project will need. 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 Do not hesitate to contact me if you have any additional questions. Very truly yours, Fred A. Jarman, AICP3 Director, Building and Planning Department 970.945.8212 frediarman(8marfield-countv.com HOGAN & HARTSON March 27, 2009 activo Fred Jarman Director of Building and Planning Garfield County 108 Eighth Street, Suite 401 Glenwood Springs, CO 81601 Dear Mr. Jarman: pPR 012009 GARFIEG & p1,NN1N Hogan & Hartson LLP One Tabor Center, Suite 1500 1200 Seventeenth Street Denver, CO 80202 +1.303.899.7300 Tel +1.303.899.7333 Fax www.hhlaw.com Andrew L. Spielman Partner (303) 454-2476 alspielman@lthlaw.com On behalf of #13 Enterprises, LLC, I am writing with regard to a small recreational, park - use project proposed for construction on its property in Garfield County. Specifically, we are writing you to request an advisory opinion that the proposed project: 1) is considered a "park" based on the Garfield County Unified Land Use Resolution; 2) that the owners of the park can use it for proper and legitimate park purposes, without the need for land use change permits; and 3) that this proposed park and buildings are a use permitted by right. I. BACKGROUND #13 Enterprises, LLC has proposed construction of an approximately 2,000 square foot recreational building and an approximately 1,300 square foot bathhouse (collectively, the "Buildings") on its 2,900 acre private property at Section 9, Township 7 South, Range 99 West (tax parcel number 2415-134-00-002) in Garfield County. #13 Enterprises, LLC co-owns the High Lonesome Ranch, a dba for a ranching operation headquartered out of DeBeque, Colorado that conserves and maintains 32,000 deeded acreage spread over nearly 300 square miles of private deeded and BLM permitted lands. The High Lonesome Ranch offers adventure experiences to a wide range of fishing, hunting, and other outdoor enthusiasts, and is a major employer in the area. The proposed Buildings are intended to serve as a place of relaxation and recreation for Ranch employees and guests. The recreational building will contain cooking facilities; a common area for recreational activities including but not limited to indoor barbeque style meals; dancing; board games; conversation; shelter; and relaxation. The building will not contain lodging facilities. An attendant bath house will contain bath and sanitary facilities. Fred Jarman March 27, 2009 Page 2 We understand the Garfield County Unified Land Use Resolution ("Land Use Code" or "Code") requires property owners to secure a Land Use Change Permit from the County whenever a change in land use is proposed, unless the use is expressly exempt from those requirements under the Code. (See Garfield County Unified Land Use Resolution, Article II, Section 2-101 and Section 2-102). Section 2-105 of the Code exempts any implementation of a use by right from the requirement to obtain a Land Use Change Permit. (See Garfield County Unified Land Use Resolution, Section 2-105 (C)). We believe, for the reasons set forth below, that #13 Enterprises, LLC's use of its property for the proposed project is a use by right, and is therefore exempt from the requirement to obtain a Land Use Change Permit. II. THE PROPOSED PROJECT IS A PARK FACILITY A. OWNERS CAN USE PARK FOR PROPER AND LEGITIMATE PARK PURPOSES #13 Enterprises, LLC intends to use its property for the proposed project as a private park. And the Buildings on the park property will be used for recreational and other purposes that have long been considered by Colorado courts to be proper and legitimate park purposes. For example, it is intended that users of the proposed park benefit from a bathhouse and a refreshment/dining facility when utilizing the park. For the reasons described below, these structures reinforce the view that the Building is a park facility. And because these uses and structures are so widely recognized as proper for a park, #13 Enterprises, LLC should not have to pursue a land use change permit for these uses or structures. It is well-established law that parks can be used for a wide variety of purposes. In fact, "[a] park may be devoted to any use which tends to promote popular enjoyment and recreation." (Dillon, Municipal Corporations, 5th ed. § 1096, p. 1749). Colorado's Supreme Court made clear a half century ago that parks are used for recreation, and that uses of parks may vary along with users' various recreational preferences. In McLauthlin v. The City and County of Denver, 131 Colo. 222, 280 P.2d 1103, 1106, the court in ruling on a case involving a public park said that `bases are abundant and uniform in this and other states" that it is proper and legitimate to set aside reasonable portions of parks for playground and recreational purposes. In fact, the court said that a park's recreational purposes could include: "... tennis courts, playground and dancing facilities, skating, a swimming pool and bathhouse, horseshoe pitching, walking, horseback riding, athletic sports and other outdoor exercises, as may be needed, and if conditions are conducive therefor, golfing and baseball with the necessary equipment therefor, and with car parking facilities for the use and convenience of patrons and the public; provided always that a substantial portion of the park area remains in grass, trees, shrubs and flowers, with seats and tables for picnicking, for the use by, and enjoyment of, the public." (Id.) [emphasis added.] Fred Jarman March 27, 2009 Page 3 The proposed Building and attendant bathhouse will have an approximate footprint of a mere 3,300 square feet on a 2,900 acre parcel. The McLauthlin decision is consistent with several other influential Supreme Court decisions from nearby states, where the courts ruled that parks could be used for a wide variety of purposes, and an even wider variety of structures could be constructed thereon. For example, the Kansas Supreme Court discussed the meaning of the term "park purposes," as follows: "Under various authorities, the expression 'park purposes' has been held to include a race track, a tourist camp, bridle trails, boating, bathing, refreshment and lunch stands, providing bathing suits, towels and rooms for bathers, dressing pavilion, waiting room for street cars, refreshment and shelter room for the public, grandstand, ball games, baseball diamond, race meets, tennis courts, croquet grounds, children's playgrounds, hotels, restaurants, museums, art galleries, zoological and botanical gardens, conservatories, and many other recreational and educational facilities." (City of Wichita v. Clapp, 125 Kan. 100, 263. P. 12, at 101). [emphasis added.] The California Supreme Court has also endorsed the construction of park buildings designed for the recreation, pleasure, and enjoyment of the same people enjoying the advantages of the park, such as: " ... the erection of hotels, restaurants, museums, art galleries, zoological and botanical gardens, conservatories, and the like in public parks is common, and we are not pointed to any authority where it has been regarded as a diversion of the legitimate uses of the park to establish them, but, on the contrary, their establishment has been generally recognized as ancillary to the complete enjoyment by the public of the property set apart for their benefit." (Spires v. City of Los Angeles, 150 Cal. 64, 87 P. 1026, at 66-67). #13 Enterprises, LLC wants to devote its park to promote the recreation of its guests and employees. An overwhelming majority of its park area, as required in McLauthlin, will remain in grass, trees, shrubs and flowers, with only comparatively miniscule portions being set aside for the bathhouse and indoor recreation/dining facility. Based on the caselaw, there is little question that these two structures would be proper and legitimate park purposes. We believe that the outlined use of the Buildings will have an almost insignificant physical impact on the 2,900 acre property, and will significantly enhance the recreational experience for both guests and employees. Therefore, we respectfully request that you affirm in your advisory opinion that #13 Enterprises, LLC can use these two park Buildings, consistent with widely recognized proper and legitimate park purposes, as a use by right without the need for land use change permits. B. PROJECT ALIGNS WITH COUNTY CODE'S DEFINITION OF PRIVATE PARK The Garfield County Code defines "Private Parks" as "gland retained in an open condition for recreational use as defined herein, designed and maintained to meet the needs of Fred Jarman March 27, 2009 Page 4 the residents of a defined area and/or a defined membership, where general public access is denied or only offered on a limited basis. Ownership and maintenance is assumed by a property owner's and/or membership association." (See Garfield County Unified Land Use Resolution, Section 16-101 at p. 16-34). The proposed project aligns squarely with this definition. First, the site of the Buildings is located on a Targe parcel of' land (nearly 2,900 acres) that will be retained in an open condition, with small structures supporting recreation (such as a bathhouse facility, and indoor common area/dining facility) interspersed throughout the parcel. Second, the Buildings will be used for recreational purposes. For example, users of the Buildings will be able to utilize this facility in order to eat, congregate, and relax during or after hunting, fishing, horseback riding, working or hiking on the Ranch. Third, the Buildings' location will be designed and maintained to meet the needs of select parties from a defined area and membership. Namely, the Buildings will be designed and maintained exclusively to meet the needs of the Ranch employees and guests. Because it is located on, and surrounded by, private property, the general public will not be allowed access to the location. It will operate as a private park. Finally, #13 Enterprises, LLC (or its successor or assigns) will continue to own the Buildings — and it will be responsible for all required maintenance of the site. For all these reasons, the Buildings are appropriately constructed as a use by right in conformance with the County Code's definition of a private park, and we respectfully request an advisory opinion affirming this conclusion. III. USE OF PROPERTY FOR PRIVATE PARKS IS A USE BY RIGHT The site of the park project proposed by #13 Enterprises, LLC sits on land classified and zoned by Garfield County as "Resource Lands: Gentle Slopes and Lower Valley Floor." The "Use Table" in the Land Use Code identifies a park on Resource Lands as a use permitted by right. (See Garfield County Unified Land Use Resolution, Section 3-502 at p. 3-40). As outlined above, Section 2-105 of the Code exempts any implementation of a use by right from the requirement to obtain a Land Use Change Permit. (See Garfield County Unified Land Use Resolution, Section 2-105 (C)). The Code further elaborates on this in Article III, which states a "use by right is allowed in a given zoning district without a land use change permit.. ." (See Garfield County Unified Land Use Resolution, Section 3-104, at p. 3-5). Because the proposed Buildings are properly considered a private park, and because the Code permits a private park in Resource Lands as a use by right, then #13 Enterprises, LLC should not be required to obtain a Land Use Change Permit for its proposed park. Therefore, we respectfully request that you affirm this view in your advisory opinion. Fred Jarman March 27, 2009 Page 5 Thank you in advance for your prompt consideration of this request. Please do not hesitate to contact me at 303.454.2476 if you have any questions, or if you need additional information. We look forward to your reply. Sincerely, Andrew L. Spielman cc: #13 Enterprises, LLC Scott McInnis, Esq. (of the firm) Jeffrey Dolan, Esq. (of the firm) Dufford, Waldek, Milburn & Krohn, L.L.P. Google Maps ie Maps Page 1 of 1 1's 7S 7 /4/ e http://maps.google.com/ 3/17/2009 Google Maps Googie� Maps Page 1 of 1 http://maps.google.com/ 3/17/2009 z A x a } a s a � A 1 or B ® I m : f r .� a : r } ® F Receipt Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 p2eturn to: Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Owner's Information Colin Kenney #13 Enterprises PO Box 88 DeBeque, CO 81630 - Date 07/15/2009 07/15/2009 Fee Name Plan Check Fee Commercial Building Fee Invoice Number: BLCO-7-09-19574 Invoice Date: July 15, 2009 Permit Number: BLCO-7-09-1138 Bond Number: Comments: Fee Type Percentage Adjustable assification: Fee Amount $1,708.82 $2,628.95 Total Fees Due: $4,337.77 Payments Date Pay Type 05/27/2009 Check 05/27/2009 Check 07/15/2009 Check 08/04/2009 Check Check Number 1980 1980 1980 2013 Amount Paid $87.36 $194.58 $1,621.46 $2,434.37 Change $0.00 ($0.10) ($281.94) $0.00 Total Paid: $4,337.77 Total Due: $0.00 Tuesday, August 4, 2009 HL The High Lonesome Ranch EXACTLY AS WILD AS YOU WANT. September 7, 2010 Garfield County Inspection Office We apologize for not seeking the proper approval from Garfield County on the changes we made in the material used for our handicap parking and walkway material. The original plans illustrate the use of asphalt in those areas and we placed a composite material called STA-LOK. The reason for the change came after researching a way to keep a more natural look while still meeting all requirements for being ADA compatible. In the future, we will make sure to seek the approval of Garfield County and any other necessary organizations by providing the proper information ahead of time. Again we apologize for any inconvenience we may have caused. Thank you and we look forward to working with you on future projects. Sincerely, Greg Stewart Construction Maintenance Manager Post Office Box 88 + 0275 County Road 222 + DeBeque, Colorado 81630 + 970.283.9420 + TheHighLonesomeRanch.com stabilizer` SOLUTIONS Stabilizer Solutions Inc. 33 South 28th Street Phoenix, AZ 85034 USA P 602.225.5900 F 602.225.5902 Toll Free 800.336.2468 www.StabilizerSolutions.com info0StabilizerSolutions.com StaLok PAVING MATERIALS StaLok® Paving Material for trails, pathways, and patios Advancing the Evolution of Soil 26 Years Over 100,000 Projects 36 Countries ©2008 Stabilizer Solutions, Inc. All Rights Reserved. Materials StaLok Paving Material StaLok Paving Material is natural aggregate soil enhanced with polymer. Using patented materials and a one -of -a kind manufacturing process, a unique surface is created. A surface that is still natural soil, just enhanced. The soil's strength is increased and equal to that of asphalt, while still retaining flexibility. Typically, 1 -ton of material covers 100-sqft at a 2" depth. StaLok Paving Material is available in bulk or 2000 -Ib sacks. Crushed Aggregate Water shedding off of compacted surface. StaLok Paving Material is comprised of a naturally occurring crushed aggregate coated with a polymer that is blended only at manufacturing locations in a patented process. Preparation StaLok Paving Material requires a 3" compacted layer of your state's DOT recommended crushed granular road base. Pre-soak the base material with water and compact to 95% prior to installing StaLok Paving Material. It is recommended to have proper drainage available to ensure no standing water on surface or adjacent to StaLok Paving Material, including downspouts when placed under roof overhang. Please consult the company if installing on a slope. Compaction of wet granular base Installing StaLok Paving Material Place the StaLok Paving Material on the prepared base, and rake smooth to desired grade and cross section. Place material to sufficient depth to allow a minimum of 2" to a maximum of 3" depth after compaction. Avoid installing StaLok Paving Material during rainy conditions. Avoid installing StaLok Paving Material below 30°F. StaLok Paving Material may form clods during Advancing the Evolution of Soil 26 Years Over 100,000 Projects 36 Countries ©2008 Stabilizer Solutions, Inc. All Rights Reserved. transport below 60°F. Large clods may be broken apart with machinery such as front loader, or on their own if left to warm in sun. Small clods will break apart during placement and compaction. For drainage off of surface crown StaLok Paving Material. Slope material to edge W per foot. Pockets of large aggregate may develop, inspect surface and evenly spread any 1/4" or 3/8" loose rock. Machine Application Hand Application Advancing the Evolution of Soil 26 Years Over 100,000 Projects 36 Countries ©2008 Stabilizer Solutions, Inc. All Rights Reserved. Compaction Compaction can be achieved by a 1 to 5 -ton double -drum roller. Lightly compact making one pass. Make any grade adjustments and add material as needed. Heavily compact material making 8 to 10 -passes. Avoid turning roller on material. Use plate compactor on edges and hard to get areas. If near wall, hand tamp may be necessary. Loose material should not be present on final surface. No set up or curing time is needed. INSPECTION Lightly compact, add more material where needed, leve! and heavily compact Finished surface should be uniform and solid, with no evidence of chipping or cracking. Compacted paving material should be firm to full depth with no soft areas. Loose material should not be present on the surface and no ruts. Compaction may increase with time and use. MAINTENANCE Remove debris, such as paper, grass clippings, leaves or other organic material by mechanically blowing or hand raking the surface as needed. Any plowing program required during winter months shall involve the use of a rubber baffle on the plow blade or wheels on the plow that lifts the blade 1/4" off the paving surface. REPAIRS Excavate damaged area to the depth of the StaLok Paving Material and square -off sidewalls. If area is dry, moisten damaged portion lightly and scarify. Apply pre -blended StaLok Paving Material to excavated area to finish grade. Compact with an 8" to 10" hand tamp or 1000 -Ib Roller. Advancing the Evolution of Soil 26 Years Over 100,000 Projects 36 Countries ©2008 Stabilizer Solutions, Inc. All Rights Reserved. References Mission of San Juan Capistrano Offices of Will Bruder and Associates Arizona State University `Old Main' Advancing the Evolution of Soil 26 Years Over 100,000 Projects 36 Countries ©2008 Stabilizer Solutions, Inc. All Rights Reserved. !miniumrarK III uncago,a — ,taornzerratnways Ine ram at tlncoln Park 200,ihicayo,IL „ubilizrr rwhwuys G stabilizer SOLUTIONS Paving Surfaces Product Guide The international standard in waterless and water activated crushed stone drives, pathways, patios, parking and plazas. Burnham Park in Chicago,IL — Stabilizer Pathways Schenley Plaza at the University of Pittsburgh, Pittsburgh, PA — Stalak8 Pathway Mix Grey and Stabilizer Pathway, Grey Ball Seed Company Grounds, Chicago, IL—StobilizerPathways Page 1 of Pathways Brochure Adobe.PDF ©2005 Stabilizer Solutions, Inc. All rights reserved .) tabilizer THE ORIGINAL NATURAL BINDER Materials and installation cost can be approximately 40% less than a concrete surface and up to 70% less than a variety of paver -type surfaces. Stabilizer is the original non-toxic, non -staining organic soil stabilizer first introduced by Stabilizer Solutions, Inc. over 20 years ago. It has long been the international standard for stabilized crushed stone paving. Stabilizer binds and locks crushed stone screenings to provide a durable, natural aggregate surface. This surface substantially resists the erosive effects of weather and traffic. This is our most cost-effective paving solution that can be pre -mixed or integrated on-site. ater-activation of this product is accomplished by thoroughly soaking the material in place and then compacting. Once dry, this surface will reabsorb a limited amount of water and remain porous, yet will retain its' firmness, even in very wet conditions. LEED Points: Stormwater Management (2 points), Reduced Heat Island Effect (2 points), Local/Regional Materials (1 point) ADA Compatible POROSITY:Yes Untermever Park in Yonkers. NY— Stabilized Pathwr,: frtw fi.r �' = ynon DRi e _ CVI[»t rasaaiiif The Constantine Brancusi Sculpture Garden in Tar JUL Romania—Stabilizer Pathways StaLok BINDER Stabilizer Natural Binder and synthetic binders. It creates a longer lasting, harder surface, with faster set-up time. This "hybrid product" sets the standard in performance for a water - activated, semiporous, crushed stone surfaces in wet or dry, warm or cold climates. LEED Points: Reduced Heat Island Effect (2 points), Local/Regional Materials (1 point) ADA Compatible POROSITY:Yes StaLok® W/A (Water Activated) Binder is what we refer to as "Super -Stabilizer". It is a combination of our long proven StaLok PAVER SAND StaLok®W/A Paver Sand is a pre -mixed, water -activated sand and binder that stands up to the elements. It holds your pavers firmly in place, while resisting erosion and intrusion from weeds and insects. Boulder Community Hospital in Boulder, co StaLok Pathway Mix Landscape Architect Christy Ten Eyck's Offices in Phoenix, AZ— Stabilizer Pathway, Cinnamon Brown water activated process USA toll free 800.336-2468 tel 602-225-5900 fax 602.225-5902 e-mail: info@StabilizerSolutions.com The Americans with Disabilities Act (ADA) ensures accessibility for America's 43 million people with disabilities at public parks, gardens and commercial venues. Our paving surfaces provide the firmness needed for total accessibility AND are compatible with the goals of The American with Disabilities Act. More information is available at www.usdoj.gov Page 2 of Pathways Brochure Adobe.PDF ©2005 Stabilizer Solutions, Inc. All rights reserved waterless process StaLok® Paving Materials are long lasting crushed stone paving mixes. Our StaLok® Pathway MIXTM combines natural crushed stone with a combination of engineered polymers in a totally waterless process. It provides a versatile, dustless, natural looking surface for pathways, patios, driveways and plazas. This unique process allows for greater creativity in design applications, and provides solutions for demanding traffic projects. StaLok®Pathway MixTM is pre -mixed for easy installation and maintenance. No water is needed for this product; it sets -up with compaction. It can be re -worked after removal when needed for subsurface access to utilities or site plan modifi- cations. StaLok® Pathway MixTM is completely dustless and does not get muddy. LEED Points: Local/Regional Materials (1 point) ADA Compatible POROSITY: No StaLok PAVING MATERIALS San Juan Capistrano, California— Statok® Pathway, Gold s 6111111111 stabilizer SOLUTIONS Corporate Parking lanes in Zurich, Switzerland -Stabilizer Pathways 3 -colors :V�� Ati. `S Residential driveway,Wisconsin— StaLok' Pathway, Wintergreen ASU Scottsdale Technology Center in Scottsdale, AZ - Statok ''Pathway, Brown LEEDTM Potential Positive Impact Stabilizer Solutions, Inc.'s family of products has the potential to improve your LEED" accreditation. The LEED Green Building Rating System program of the US Green Building Council evaluates environmental performance from a "whole building" perspective. These "green building" standards are based on accepted energy and environmental principles. The LEED system rates new and existing commercial, institutional, and high-rise residential buildings. Credits are earned for each aspect of a particular project by satisfying the criteria set forth by the council. Based upon the number of credits earned, various levels of certification are awarded. More information is available at www.usgbc.org. Kaiser Perinanente Hospital in California— Stalok® Pathway,Gold Page 3 of Pathways Brochure Adobe. PDF ©200S Stabilizer Solutions, Inc. All rights reserved stabilizer SOLUTIONS Stabilizer Solutions Inc. 33 South 28th Street Phoenix, Arizona 85034 U.S.A. please visit our web site www.StabilizerSolutions.com USA toll free 800.336-2468 Arizona and International call or fax tel 602.225-5900 fax 602.225-5902 e-mail: info@StabilizerSolutions.com ©2005 Stabilizer Solutions, Inc. All rights reserved 11/21/05r4_Pathways Brochure Adobe.PDF Desert Botanical Gardens, Phoenix, AZ—Stabilizer Pathway Hotel de Vllie In SiorreS. I, rldn(I S`rll2. L f -r (,ri v: Uh rr c1,1 r irwayw �u-nvwng ProfeCt Ill Tucson,nc— 31mun • ruulrvayrvrx, 6Uiii Page 4 of Pathways Brochure Adobe.PDF ©2005 Stabilizer Solutions, Inc. All rights reserved G7 stabilizer® SOLUTIONS Stabilizer Solutions, Inc. 33 S. 28th St. Phoenix, AZ 85034 800-336-2468 (Fax) 602-225-5902 Website: stabilizersolutions.com E -Mail: info@stabilizersolutions.com SECTION 1 STABILIZER FOR AN AGGREGATE PATHWAY - PEDESTRIAN ACCESS PART 1- GENERAL 1.1 SUMMARY A. This Section includes material and labor requirements for construction with decomposed granite or crushed 3/8" or 1/4" minus aggregate pathway with Stabilizer binder additive for the following items: 1. Stabilized aggregate pathway and patios B. Related Sections: 1. Section 02100 — Site Preparation 2. Section 02200 — Earthwork 3. Section 02230 — Granular Materials 1.2 PERFORMANCE REQUIREMENTS A. Perform gradation of decomposed granite material or 3/8" or 1/4" minus crushed aggregate in accordance with ASTM C 136 — Method for Sieve Analysis for Fine and Course. 1.3 SUBMITTALS A. Products Data: For each product specified. Submit a 5 lb. sample and sieve analysis for grading of decomposed granite or crushed 3/8" or 1/4" minus aggregate to be sent to Stabilizer Solutions, Inc. prior to any construction — (allow 2 week turn around). Must be approved by Landscape Architect and owner. B. Shop Drawings: Show details of installation, including plans and sections. 1.4 PROJECT/SITE CONDITIONS A. Field Measurements: Each bidder is required to visit the site of the Work to verify the existing conditions. No adjustments will be made to the Contract Sum for variations in the existing conditions. 1. Where surfacing is indicated to fit with other construction, verify dimensions of other construction by field measurements before proceeding with the work. B. Environmental Limitations: Do not install decomposed granite or crushed 3/8" or 1/4" minus aggregate paving during rainy conditions or below 40 degrees Fahrenheit and falling. ®2007-08 Stabilizer Solutions, Inc. All Rights Reserved. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Installer to provide evidence to indicate successful experience in providing decomposed granite or crushed 3/8" or 1/4" minus aggregate surfacing containing Stabilizer binder additive or ability to follow installation instructions. B. Mock-ups: Install 4 ft. wide x 10 ft. long mock-up of decomposed granite or 3/8" or 1/4" minus crushed aggregate surfacing with Stabilizer additive at location as directed by owner's representative. 1.6 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Submit a written warranty executed by the installer agreeing to repair or replace components of stabilized surfacing that fail in materials or workmanship within the specified warranty period. Stabilizer Solutions, Inc. does not warranty imitation "Stabilizer" purchased from a non -approved Stabilizer Solutions, Inc. licensee. Failures include, but are not limited to, the following: 1. Premature wear and tear, provide the material is maintained in accordance with manufacturer's written maintenance instructions. 2. Failure of system to meet performance requirements. C. Warranty Period: Contractor shall provide warranty for performance of product. Contractor shall warranty installation of product for the time of one year from completion. D. Contractor shall provide, for a period of sixty days, unconditional maintenance and repairs as required. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Stabilizer for crushed aggregate surfaces provided by the following manufacturer: 1. Stabilizer Solutions, Inc. 33 South 28's St., Phoenix, AZ 85034; phone (602) 225-5900, (800) 336-2468; fax (602) 225-5902; website stabilizersolutions.com; email info@stabilizersolutions.com 2.2 MATERIALS A. Decomposed Granite or 3/8" or 1/4" crushed aggregate screenings 1. Sand and crushed stone shall consist of inert materials that are hard and durable, with stone free from surface coatings and deleterious materials. Gradation requirements shall be as follows: 2. Crushed Stone Sieve Analysis Percentage of Weight Passing a Square Mesh Sieve AASHTO T11-82 and T2782 ®2007-08 Stabilizer Solutions, Inc. All Rights Reserved. 1/4" MINUS AGGREGATE GRADATION U.S. Sieve No. Percent Passing by Weight # 3/8" 100 #4 90-100 #8 75-80 # 16 55-65 # 30 40 — 50 # 50 25 — 35 # 100 15 — 20 #200 to 10-15 3. Acceptable local supplier list to be provided by Architect B. Stabilizer Binder 1. Patented, non-toxic, organic binder that is a colorless and odorless concentrated powder that binds decomposed granite or crushed 3/8" or 1/4" minus aggregate. 2.3 EXCESS MATERIALS A. Provide owner's authorized rep. with the following excess materials for use in future decomposed granite or 3/8" or 1/4" minus crushed aggregate surfacing repair: 40 to 501b. Bags of the aggregate paving blended with proper amount of Stabilizer. PART 3 - EXECUTION 3.1 BLENDING STABILIZER A. Blend 12 to 16 -lbs (call manufacturer for exact blend) of Stabilizer per 1 -ton of decomposed granite or crushed 3/8" or ''A" minus aggregate screenings. It is critical that Stabilizer be thoroughly and uniformly mixed throughout decomposed granite or crushed ''A" or 3/8" minus aggregate screenings. Bucket blending is not acceptable. Blending with a rake and or shovel is not acceptable. Blend material dry as water will make the material hard. 3.2 PLACEMENT A. After pre -blending, place the Stabilized decomposed aggregate or 3/8" or'/," crushed aggregate screenings on prepared sub -grade. Level to desired grade and cross section. B. Depth of pathways — 3" for heavy foot traffic and light vehicles. 3.3 WATERING ®2007-08 Stabilizer Solutions, Inc. All Rights Reserved. A. Water heavily for full -depth moisture penetration of the Stabilized pathway profile. Water activates Stabilizer. To achieve saturation of Stabilized pathway profile, 25 to 45 -gallons of water per 1 -ton must be applied. During water application randomly test for depth using a probing device, which reaches full depth. 3.4 COMPACTION A. Upon thorough moisture penetration, compact aggregate screenings to 85% relative compaction by equipment such as; a 2 to 4 -ton double drum roller or a 1,000-1b. single drum roller. The roller size will depend on the depth of the pathway. DO NOT use a vibratory plate compactor or vibration function on roller as vibration separates large aggregate particles. Do not begin compaction for 6 hours after placement and up to 48 hours. B. If surface aggregate dries significantly quicker than subsurface material, lightly mist surface before compaction. C. Take care in compacting decomposed granite or crushed 3/8" or''/" minus aggregate screenings when adjacent to planting and irrigation systems. Hand tamping with 8" or 10" hand tamp recommended 3.5 INSPECTION A. Finished surface of pathway shall be smooth, uniform and solid. There shall be no evidence of chipping or cracking. Cured and compacted pathway shall be firm throughout profile with no spongy areas. Loose material will not be present on the surface after installation, but may appear after use and according to environmental conditions. Pathway should remain stable underneath the loose granite on top. It is a "natural" looking pathway, yet stable throughout. Any significant irregularities in path surface shall be repaired to the uniformity of entire installation. 3.6 MAINTENANCE A. Remove debris, such as paper, grass clippings, leaves or other organic material by mechanically blowing or hand raking the surface as needed. Any plowing program required during winter months shall involve the use of a rubber baffle on the plow blade or wheels on the plow that lifts the blade 1/4" off the paving surface. 13. During the first year, a minor amount of loose aggregate will appear on the paving surface (1/16" to 1/4"). If this material exceeds a 1/4", redistribute the material over the entire surface. Water thoroughly to the depth of 1". Compact with power roller of no less than 1000 lbs. This process should be repeated as needed. C. If cracking occurs, simply sweep fines into the cracks, water thoroughly and hand tamp with an 8" — 10" hand tamp plate. 3.7 REPAIRS A. Excavate damaged area to the depth of the Stabilized aggregate and square off sidewalls. 13. If area is dry, moisten damaged portion lightly. C. Pre -bend the dry required amount of Stabilizer powder with the proper amount of aggregate in a concrete mixer. D. Add water to the pre -blended aggregate and Stabilizer. Thoroughly moisten mix with 25 to 45 gallons per 1 -ton of pre -blended material or to approximately 10% moisture content. E. Apply moistened pre -blended aggregate to excavated area to finish grade. F. Compact with an 8" to 10" hand tamp or 250 to 300 pound roller. Keep traffic off areas for 12 to 48 hours after repair has been completed. END OF SECTION 1 ®2007-08 Stabilizer Solutions, Inc. All Rights Reserved. G7 stabilizer® SOLUTIONS PART 1- GENERAL 1.1 SUMMARY Stabilizer Solutions, Inc. 33 S. 28th St. Phoenix, AZ 85034 800-336-2468 (Fax) 602-225-5902 Website: stabilizersolutions.com E -Mail: info@stabilizersolutions.com SECTION 2 STABILIZER FOR AGGREGATE SURFACES: FIRELANES, DRIVEWAYS AND PARKING LOTS A. The work of this Section consists of all paving work and related items as indicated on the drawings and or as specified herein and includes, but is not limited to, the following items: 1. Stabilized aggregate firelane, driveway, and parking lot surfacing. B. Related Sections: 1. Section 02100 — Site Preparation 2. Section 02200 — Earthwork 3. Section 02230 — Granular Materials C. General Provisions 1. All of the contract documents, including General and Supplementary Conditions and Division I General Requirements, apply to the work of this Section. 2. Examine all drawings and all other Sections of the Specifications for requirements therein affecting the work of this trade. 3. Coordinate work with that of all those affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.2 PERFORMANCE REQUIREMENTS A. The following standards and definitions are applicable to the work of this Section to the extent referenced herein: 1. Standard Specifications: Highway Department, Standard Specifications for Highways and Bridges, latest edition. 2. ASTM: American Society for Testing and Materials. 3. AASHTO: American Association of State Highway and Transportation Officials. 1.3 SAMPLES AND SUBMITTALS A. 1. Sieve analysis of aggregate for firelanes, driveways, and parking lots. B. 2. Samples and or shop drawings for the following: Aggregate for strength and color— firelanes, driveways, and parking lots. C. Construction Samples: 1. Stabilized aggregate firelane, driveway, and parking lot surfacing: Construct a 12' x 24' sample of finished path as directed by the Owner's Representative on site. 2. General: a. Schedule mock-up construction so that mock-up can be accepted a minimum of 30 days prior to the application of paving surfaces represented by the mock-up. b. Locate mock-up panel(s) in areas as directed by the Owner's Representative. c. Continue to construct mock-ups until acceptable mock-up is produced (at no cost to the Owner). Acceptable mock-up shall be standard for texture, color and workmanship. ©2007-08 Stabilizer Solutions, Inc. All Rights Reserved. d. Use same setting bed and joint mixes used in accepted mock-up in final work unless otherwise directed by Owner's Representative. e. Protect accepted mock-ups from damage until completion and acceptance of the work represented by the mock-up. f. Remove mock-up panel(s) from the site at completion of the project, unless otherwise instructed by Owner's Representative. 1.4 PROJECT/SITE CONDITIONS A. Field Measurements: Each bidder is required to visit the site of the work to verify the existing conditions. No adjustments will be made to the Contract Sum for variations in the existing conditions. I. Where surfacing is indicated to fit with other construction, verify dimensions of other construction by field measurements before proceeding with the work. B. Environmental Limitations: Do not install stabilized aggregate/granite during rainy conditions or below 40 degrees Fahrenheit and falling. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Installer to provide evidence to indicate successful experience in installation of Stabilized aggregate surfacing or ability to follow installation instructions. 1.6 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Submit a written warranty executed by the installer agreeing to repair or replace components of stabilized surfacing that fail in materials or workmanship within the specified warranty period. Stabilizer Solutions, Inc. does not warranty imitation "Stabilizer" purchased from a non -approved Stabilizer Solutions, Inc. licensee. Failures include, but are not limited to, the following: 1. Premature wear and tear, provide the material is maintained in accordance with manufacturer's written maintenance instructions. 2. Failure of system to meet performance requirements. C. Warranty Period: Contractor shall provide warranty for performance of product. Contractor shall warranty installation of product for the time of one year from completion. D. Contractor shall provide, for a period of sixty days, unconditional maintenance and repairs as required. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Stabilizer for aggregate surfaces provided by the following manufacturer: 1. Stabilizer Solutions, Inc. 33 South 28th St., Phoenix, AZ 85034; phone (602) 225-5900, (800) 336-2468; fax (602) 225-5902; website stabilizersolutions.com; email info@stabilizersolutions.com 2.2 MATERIALS A. Aggregate binder shall be a natural, non-toxic, non -staining, odorless, environmentally safe powder. The powder binder shall be "Stabilizer" as manufactured and patented by Stabilizer Solutions, Inc. B. Sand and crushed stone shall consist of inert materials that are hard and durable, with stone free from surface coatings and deleterious materials. Gradation requirements shall be as follows: ©2007-08 Stabilizer Solutions, Inc. All Rights Reserved. U.S. Sieve No. Percent Passing by Weight #1/2" 95-100 # 3/8" 90— 100 #4 65-80 #8 48-63 # 16 40 — 49 #30 30-40 # 50 20 — 27 # 100 10— 18 # 200 10 - 12 C. The sand equivalent shall be in the range of 35-55. The R -value shall be a minimum of 71. ASTM testing shall be used for the sand equivalent and R -value determination. D. Dense graded crushed stone base shall be furnished and installed as required and specified to a 6" compaction depth. PART 3- EXECUTION 3.1 PREPARATION A. Base shall be 6" compacted layer of your state's DOT recommended crushed granular road base. Make any corrections necessary to base furnished and installed to bring gravel to the elevations shown on the drawing. B. Pre-soak base material with water and compact to 95% prior to installing Stabilized aggregate material. C. Although porous, it is recommended to have proper drainage available to ensure no standing water on surface or adjacent to Stabilized aggregate, including downspouts when placed under roof overhang. 3.2 BLENDING A. Stabilizer shall be thoroughly pre -mixed with crushed stone/sand mix at the rate from 15 -lbs of Stabilizer per I -ton of aggregate. Check with Stabilizer Solutions, Inc. for correct Stabilizer rate for your project and climate conditions. Drop spreading of Stabilizer over pre -placed aggregate or mixing by rototilling is not acceptable for vehicular access. Stabilizer shall be mechanically pre -mixed per manufacturer's recommendations using an approved mechanical blending unit that will adequately mix and blend Stabilizer with aggregate (Bucket blending is not an approved blending apparatus). Always blend the material DRY. 3.3 PLACEMENT A. Place the aggregate and Stabilizer mixture on a prepared base, and rake smooth to desired grade and cross section. Place material to sufficient depth to allow 4" for residential or 5" for commercial after compaction. 3.4 WATERING A. Water heavily for full -depth moisture penetration of the Stabilized profile. Water activates Stabilizer, so it is important to saturate through total depth. To achieve saturation of Stabilized pathway profile, 25 to 45 -gallons of water per I -ton must be applied. During water application test moisture using a probing device reaching full depth. B. Contractor shall wait a minimum of 6 — 48 hours or until such time that the paving material is able to accept compaction from a 1 to 5 ton roller without separation, plowing or any other physical compromise of the aggregate. C. If surface aggregate dries significantly quicker than subsurface material, lightly mist surface before compaction. D. Compact the material with a compactor as specified below making 3 to 4 passes (do not use a vibratory unit). Upon thorough moisture penetration, compact aggregate screenings to 85% relative compaction by equipment such as; a 2 ©2007-08 Stabilizer Solutions, Inc. All Rights Reserved. to 4 -ton double drum roller or a 1,000 -Ib. single drum roller. Do not begin compaction for 6 hours after placement and up to 48 hours. DO NOT use a vibratory plate compactor or vibration feature on roller, as vibration separates large aggregate particles. 3.5 COMPACTION A. Take care in compacting decomposed granite or crushed 3/8" or '''A" minus aggregate screenings when adjacent to planting and irrigation systems. Hand tamping with 8" or 10" hand tamp recommended 1. Installation of Stabilized aggregate more than 3" must be installed in lifts. If 4" thick compacted (2) 2" lifts. I1'5" thick compacted (2) 2.5" lifts. If Stabilized aggregate is pre -moistened before installation entire 4" or 5" lift may be installed. B. Water the surface area with a light spray following compaction. Contractor shall take care as to not disturb the aggregate surface with the spray action, 3.6 INSPECTION A. Finished surface shall be smooth, uniform and solid. There shall be no evidence of chipping or cracking. Cured and compacted surface shall be firm throughout profile with no spongy areas. Loose material will not be present on the surface after installation, but may appear after use and according to environmental conditions. Surface should remain stable undemeath the loose granite on top. It is a "natural" looking pathway, yet stable throughout. Any significant irregularities in path surface shall be repaired to the uniformity of entire installation. 3.7 PROTECTING A. Contractor shall furnish and install construction fence around new paving to prevent public access to the area. Fencing shall be maintained in place for a minimum of 12 - 72 hours after completion of the aggregate installation, or as directed by the Owner' Representative. 3.8 MAINTENANCE A. Remove debris, such as paper, grass clippings, leaves or other organic material by mechanically blowing or hand raking the surface as needed. Any plowing program required during winter months shall involve the use of a rubber baffle on the plow blade or wheels on the plow that lifts the blade 1/4" off the paving surface. B. During the first year, a minor amount of loose aggregate will appear on the surface (1/16 to 1/4"). If this material exceeds a 1/4 of an inch, redistribute the material over the entire surface. Water material thoroughly to the depth of 1", and compact with power roller of no less than 1000 -lbs. This process should be repeated as needed. C. If cracking occurs, simply sweep fines into the cracks, water thoroughly and hand tamp with an 8" to 10" hand tamp plate. 3.9 REPAIRS A. Excavate damaged area to the depth of the Stabilized aggregate and square off sidewalls. B. If area is dry, moisten damaged portion lightly. C. Pre -bend the dry required amount of Stabilizer powder with the proper amount of aggregate in a concrete mixer. D. Add water to the pre -blended aggregate and Stabilizer. Thoroughly moisten mix with 25 to 45 gallons per ton of pre - blended material or to approximately 10% moisture content. E. Apply moistened pre -blended aggregate to excavated area to finish grade. F. Compact with an 8" to 10" hand tamp or use a larger 1000 ib. roller. Keep traffic off areas for 12 to 48 hours after repair has been completed. END OF SECTION 2 ©2007-08 Stabilizer Solutions, Inc. All Rights Reserved. Administration Figure 104-1 • Personnel identification badge City of (Jurisdiction) Department of Building Safety Name of individual The authority to interpret the intended application of the IBC is a powerful tool available to the building official. With such authority comes a great degree of responsibility. Such interpretations must be consistent with Jobluncton the intent and purpose of the code. It is The individual identified on the badge is a duly authorized therefore necessary that all reasonable employee of (the Jurisdiction) and is a designated representative of the Vefforts be made to determine the code's Department of Building Safety. intent in order to develop an Valid appropriate interpretation. Various through Dale Building Official .1 sources should be consulte.d to provide a broad background from which to make a decision. These could include discussions with peers, as well as information found in various educational texts and technical guides. However, it must be stressed that the ultimate responsibility for determining the appropriateness of an interpretation lies with the jurisdictional building official, and all other opinions, both verbal and written, are just that, opinions. The building official must never relinquish his or her authority to others in the administration of these very important interpretive powers. See also the discussion on alternative materials, design and methods of construction in Section 104.11. 104.4 inspections. Those inspections required under the provisions found in Section 110 are to be performed by the building official or by authorized representatives of the building offi cial. It is also acceptable that outside firms or individuals be utilized for inspections, p rovid such firms or individuals have been approved by the building official. This option may allow for better use of available resources. Written reports shall be provided for each inspection that is made. 104.5 Identification. For the benefit of all individuals involved, inspection personnel of the department of building safety are mandated to carry proper identification. The display of an identification card or badge, an example of which in shown in Figure 104-1, signifies the function and authority of the individual performing the inspection. 104.6 Right of entry. This section is compatible with Supreme Court decisions since the 1960s regarding acts of inspection personnel seeking entry into buildings for the purpose of making inspections. Under present case law, an inspection may not be made of a property, whether it be a private residence or a business establishment, without first having secured permission from the owner or person in charge of the premises. If entry is refused by the person having control of the property, the building official must obtain an inspection warrant from a court having jurisdiction in order to secure entry. The important feature of the law regarding right of entry is that entry must be made only by permission of the person having control of the property. Lacking this permission, entry may be gained only through the use of an inspection warrant. If entry is again refused after an inspection warrant has been obtained, the jurisdiction now has recourse through the courts to remedy this situation. One avenue is to obtain a civil injunction in which the court directs the person having control of the property to allow inspection. Alternatively, the jurisdiction can initiate proceedings in criminal court for punishment of the person having control of the property. It cannot be repeated too strongly that criminal court proceedings should never be initiated against an owner or other person having control of the property if an inspection warrant has not been obtained. Because the consequences of not following proper procedures can be so devastating to a jurisdiction if a suit is brought against it, the jurisdiction' s legal officer should always be consulted in these matters. C-7-144.8 iability. It is the intent of the IBC that the building official not become personally liable for any damage that occurs to persons or property as a result of the building official's acts so long as he or she acts in good faith and without malice or fraud. This protection is also extended to any member of the Board of Appeals, as well as any jurisdictional employee 6 2009 IBC Handbook Duties and Powers of Building Official charged with enforcement of the IBC. However, there seems to be an increasing trend in the courts to find civil officers personally liable for careless acts. This section requires that the jurisdiction defend the building official or other protected party if a suit is brought against him or her. Furthermore, the code requires any judgment resulting from a suit to be assumed by the jurisdiction. However, regardless of this language in the code, the jurisdiction may elect to not defend the building official on the basis, for example, that he or she acted carelessly. Case law regarding tort liability of building officials is constantly in a state of flux, and old doctrines may not now be applicable. Therefore, the legal officer of the jurisdiction should always be consulted when there is any question about liability. Modifications. The provisions of this section allow the building official to make 104.10 modifications to the requirements of the code under certain specified circumstances. The building official may modify requirements if it is determined that strict application of the code is impractical and, furthermore, that the modification is in conformity with the intent and purpose of the code. Without this provision in the IBC, the building official has very little discretionary enforcement authority and, therefore, would have to enforce the specific wording in the code, no matter how unreasonable the application would be. The code does not intend to allow the building official to issue a variance to the provisions of the code to permit, for example, the use of only a single exit where two are required. This is clearly not in conformity with the intent and purpose of the code, no matter how difficult it may be to meet the requirements. In fact, the code is very specific that any modification cannot reduce health, accessibility, structural and fire- and life -safety requirements. Where the building official grants a modification under this section, the details of such an action shall be recorded. This document must then be entered into the files of the department of building safety. By providing a written record of the action taken and maintaining a copy of that action in the department files, the building official always has access to the decision-making process and final determination of his or her action should there be a need to review the decision. Although it is expected that a permanent record be available for future reference when a modification is accepted, there is perhaps an even more important reason for the recording and filing of details of the approving action. The willingness to document and archive the modification action indicates the confidence of the building official in the decision that was made. A reluctance to maintain a record of the action taken typically indicates a lack of commitment to the action taken. Alternative materials, design and methods of construction and equipment. This 104.11 section of the IBC may be one of the most important. It allows for the adoption of new technologies in materials and building construction that currently are not covered by the code. Furthermore, it gives the code even more of a performance character. The IBC thus encourages state-of-the-art concepts in design, construction and materials as long as they meet the performance intended by the code. When evaluating the alternative methods under consideration, the building official must review for equivalency in quality, strength, effectiveness, fire resistance, durability and safety. It is expected that all alternatives, once presented to the building official for review and approval, be thoroughly evaluated by the building department for compliance with this section. If such compliance can be established, the alternatives are deemed to be acceptable. The provisions of this section, similar to those of Sections 104.1 and 104.10, reference the intent of the code. It is mandated that the building official, when evaluating a propbsed alternate to the code, only approve its use where it can be determined that it complies with the intent of the specific code requirements. Thus, it is the responsibility of the building official to utilize those resources necessary to understand the intended result of the code provisions. Only then can the code be properly applied and enforced. Similar to the approach taken where modifications are requested under the criteria of Section 104.10, the request for acceptance under this section should be made in writing to Fire- and Life -safety Provisions 7 BXUV.L589 - Fire Resistance Ratings - ANSI/UL 263 ONLINE CERTIFICATIONS DIRECTORY Page Bottom BXUV.L589 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Page 1 of 7 • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 ee General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. L589 August 24, 2009 Unrestrained Assembly Rating — 1 Hr. Load Restricted for Canadian Applications — See Guide BXUV7 http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.L589 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 7 1 rrrr+w+++ flan WflOwrr rwr+rrtrwrrwvr..� rr rrnnrur+n mi • FiraI�/ff:I PJllrV' f15IJ5/#/f11itilreaVAIMIWIrSardliffestraitaterAlredetillrAWAPIPAP nWiraireireardingiWirairsdrirralingrairall rnersrrarrsrsrsa AWSOMPrra llllasrnrnsffsP/.AttirreAVACIVAPArd rSAISIPPAPMFAISIMAKI 1. Flooring System — The flooring system shall consist of one of the following: http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.L589 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 7 System No. 1 Subflooring — Nom 19/32 in. thick wood structural panels installed perpendicular to the joists with end joints staggered. Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt. Finish Floor — Min 1 by 4 in. T & G lumber installed perpendicular to the joists, or min 15/32 in. thick wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. System No. 2 Subflooring — Min 19/32 in. thick T & G wood structural panels installed perpendicular to trusses with joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ring shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. MAXXON CORP — Type Acousti-Mat 11 Alternate Floor Mat Materials* — Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP — Type Acousti-Mat 3, Crack Suppression Mat (CSM) Metal Lath — (Alternate to Crack Suppression Mat (CSM)) — 3/8 In. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials* — Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP — Type Enkasonlc 9110 Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acousti-Mat LP -R Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 In. MAXXON CORP — Type Crack Suppression Mat (CSM) Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture depending upon floor mat system as specified above, having a min compressive strength of 1000 psi. Mixture shall consist of 3 to 7 gal of water to 80 lbs of Floor topping mixture to 1.0 to 2.1 cu ft of sand. MAXXON CORP — Type D -C, GC, GC2000, L -R, T -F, Cr System No. 3 Subflooring — Min 19/32 in. thick T & G wood structural panels installed perpendicular to trusses with joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ring shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.L589 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 7 Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. MAXXON CORP — Type Acousti-Mat 11 Alternate Floor Mat Materials* — Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping mixture shall be min 1-1/2 in. MAXXON CORP — Type Acousti-Mat 3, Crack Suppression Mat (CSM) Metal Lath — (Alternate to Crack Suppression Mat (CSM)) — 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials* — Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP — Type Enkasonic 9110 Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acoustl-Mat LP -R Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 in. MAXXON CORP — Type Crack Suppression Mat (CSM) Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture depending upon floor mat system as specified above, having a min compressive strength of 1200 psi. Mixture shall consist of 4 to 7 gal of water to 80 lbs of floor topping mixture to 1.4 to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS — Type RF, RFP, RFU, RFR, Ortecrete System No. 4 Subflooring — Min 19/32 in. thick T & G wood structural panels installed perpendicular to trusses with joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ring shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) - Commercial asphalt saturated felt, 0.030 in. thick, Vapor Barrier — (Optional) - Nom 0.010 in. thick commercial rosin -sized building paper. Finish Flooring — Min 3/4 In, thickness of lightweight insulating concrete with Perlite Aggregate* or Vermiculite Aggregate*, or gypsum concrete. See Perlite Aggregate (CFFX) and Vermiculite Aggregate (C1ZZ) categories for names of manufacturers. Floor Mat Materials* — (Optional) - Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 55/025 and Quiet Quri 55/025 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. http://database.ul.com/cgi-bin/XYV/template/LI SEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.L589 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 7 KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 65/075 and Quiet Qurl 65/075 N 2. Structural Wood Members* — Min 9-1/2 in. deep "I" shaped wood joists spaced at a max of 19.2 in. OC, and blocked at the ends using 2 in. by 10 in. wood members. Min joists bearing on plates shall be 5-1/2 In. Joists secured to the bearing plates with two 8d or 10d nails at each end. Spacing may be increased when Batts and Blankets* (Item 3B) is used. WEYERHAEUSER NR — Types Til® 360, TJI® 560, TJI®/L65, TJI®/L90, TJI®/H90, TJIp/HD90, TJI®/HS90, Til® 1000, TN® 3000 2A. Alternate Structural Wood Members* — Min 14 in. deep wood and steel trusses spaced a max of 19.2 in. OC. Min bearing and nailing or bolting to bearing plates (through steel bearing clips) shall be In accordance with the manufacturer's Installation Instructions. Spacing may be increased when Batts and Blankets* (Item 38) is used. WEYERHAEUSER NR — Types TJH, TJL(X), TJM, TJS, TJW, TJL. 3. Insulation - Batts and Blankets* — (Optional) — Glass fiber insulation, secured to the subflooring with staples, or to the wood joists with 0.090 in. diam galv steel wires, or draped over the resilient channel/gypsum panel (or Steel Framing Members/gypsum panel) ceiling membrane. Any thickness of glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. 3A. Insulation - Loose Fill Material* — As an alternate to Item 3 — Any thickness of loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, applied within the concealed space, over the resilient or furring channel/gypsum panel or Steel Framing Members/gypsum panel ceiling membrane. 3B. Insulation - Batts and Blankets* — (For Use When Structural Wood Members* are spaced 24 in 00) — Min. 1 in. thick glass fiber Insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance draped over the resilient channel/gypsum panel (or Steel Framing Members/gypsum panel) ceiling membrane. 4. Resilient Channels — Nom 1/2 in. deep by 2-3/8 in. wide at the base and 1-3/8 In. wide at the face, formed from 0.020 in. thick gals steel. Installed perpendicular to the joists, spaced a max of 24 in. OC when no insulation is fitted in the concealed space, or 16 In. OC when insulation is fitted in the concealed space. Two courses of resilient channel positioned 6 in. OC at gypsum panel butt -joints (3 in. from each end of wallboard). Channels oriented opposite at gypsum panel butt - joints. Channel splices overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in. long Type S screws. 4A. Alternate Steel Framing Members — (Not Shown) - As an alternate to Item 4, main runners, cross tees, cross channels and wall angle as listed below. a. Main Runners — Nom 10 or 12 ft long, 15/16 In. or 1-1/2 In. wide face, spaced 4 ft. OC. Main runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. Hanger wires to be located adjacent to main runner/cross tee intersections. Hanger wires wrapped and twist -tied on 16d nails driven in to side of joists at least 5 in. above the bottom face. b. Cross Tees — Nom 4 ft long, 1-1/2 In. wide face, installed perpendicular to the main runners, spaced 16 in. OC. Additional cross tees or cross channels used at 8 In. from each side of butted gypsum panel end joints. The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. c. Cross Channels — Nom 4 or 12 ft long, installed perpendicular to main runners, spaced 16 in. OC. When Batts and Blankets (Item 5) are used, cross channels spaced 16 in. 00. d. Wall Angle or Channel — Painted or galv steel angle with 1 In. legs or channel with 1 in. legs, 1-9/16 in. deep attached to walls at perimeter of ceiling with fasteners 16 in. OC. To support steel framing member ends and for screw -attachment of the gypsum panels. CGC INC — Type DGL or RX. USG INTERIORS INC — Type DGL or RX. 48. Alternate Steel Framing Members — (Not Shown)* — As an alternate to Items 4 and 4A, furring channels and Steel Framing Members as described below. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.L589 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 7 a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 16 in. OC, perpendicular to joists. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to the wood joists (Item 2). Clips spaced a max of 38.4 in. OC, secured to alternating joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a, As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the wallboard butt joints, as described In Item 5. PAC INTERNATIONAL INC — Type RSIC-1 4C, Alternate Steel Framing Members — (Not Shown)* — As an alternate to Items 4, 4A, and 48, furring channels and Steel Framing Members as described below. a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 In. deep, spaced 24 in. OC, perpendicular to joists. When insulation, Items 3, 3A, or 3B is used, the furring channel spacing shall be reduced to 16 in. OC. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to the wood joists (Item 2). When wood joists are spaced 19.2 in. OC, clips spaced a max of 38.4 in. OC. When wood joists are spaced 16 or 24 in. OC, clips spaced a max of 48 In. OC. Genie Clips secured to alternating joists with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. Additional clips required to hold furring channel that supports the wallboard butt joints, as described In Item 5. PLITEQ INC — Type Genie Clip 5. Gypsum Board* — Two layers of 1/2 In. or 5/8 In. thick by 4 ft wide gypsum panels, installed perpendicular to resilient channels (Item 4). The base layer of panels screw -attached to the resilient channels with 1 in. long Type 5 screws spaced 8 in. 00 at the butt joints and 16 in. OC in the field of the panel. The face layer screw -attached to the resilient channels with 1-5/8 In. Type 5 screws spaced 8 In. OC and 1-1/2 in. Type G screws spaced 8 in. OC at the butt joints located mid -span between resilient channels. When Steel Framing Members (Item 4A) are used, gypsum board installed with long dimension perpendicular to cross tees. The base layer of panels fastened to cross tees with 1 in. long Type S screws spaced 8 in. OC at the butt joints and 16 in. 00 In the field of the panel. The face layer screw -attached to the cross tees with 1-5/8 in. Type S screws spaced 8 in. 00 and 1-1/2 in. Type G screws spaced 8 in. 00 at the butt joints located mid -span between cross tees. Screws along sides and ends of panels spaced 3/8 to 1/2 in. from panel edge. End joints of panels shall be staggered with spacing between joints on adjacent panels not less than 4 ft OC. When Steel Framing Members (Item 4B) are used, panels installed with long dimension parallel with joists. Base layer attached to the furring channels using 1 in. long Type S bugle -head steel screws spaced 8 In. OC along butted end joints and 12 In. OC in the field of the panels. Butted end joints shall be staggered min. 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of the gypsum panels shall be supported by a single length of furring channel equal to the width of the panel plus 6 in. on each end. The furring channels shall be spaced approximately 3-1/2 In. OC, and be attached to underside of the joist with one RSIC-1 clip at each end of the channel. Butted base layer end joints to be offset a minimum of 24 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle -head steel screws spaced 8 in. OC at butted joints and 12 In. OC in the field. Butted end joints to be offset min 12 in. from base layer end joints. Butted side joints of outer layer to be offset min 12 in, from butted side joints of base layer. When Steel Framing Members (Item 4C) are used, panels Installed with long dimension parallel with joists. Base layer attached to the furring channels using 1 in. long Type S bugle -head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the panels. Butted end joints shall be staggered min, 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of the gypsum panels shall be supported by a single length of furring channel equal to the width of the panel plus 6 In. on each end. The furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the joist with one Genie clip at each end of the channel. Butted base layer end joints to be offset a minimum of 24 in. In adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type 5 bugle -head steel screws spaced 8 in. OC at butted joints and 12 in. 00 In the field. Butted end joints to be offset min 12 in. from base layer end joints. Butted side joints of outer layer to be offset min 12 in. from butted side joints of base layer. CANADIAN GYPSUM COMPANY — 1/2 In. Type C, IP -X2, IPC -AR; 5/8 in. Type C, SCX, IP -X1, IP -X2. UNITED STATES GYPSUM CO — 1/2 in. Type C, IP -X2, IPC -AR; 5/8 In. Type C, SCX, IP -X1, IP -X2. USG MEXICO S A DE C V — 1/2 in. Type C, IP -X2, IPC -AR; 5/8 in. Type C, SCX, IP -X1, IP -X2. 6. Finishing System — Fiber tape embedded In compound over joints and exposed nail heads, covered with compound with edges of compound feathered out. As an alternate, nom 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of classified veneer baseboard. Joints reinforced. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.L589 - Fire Resistance Ratings - ANSI/UL 263 *Bearing the UL Classification Mark Last Updated on 2009-08-24 Questions? Notice of Disclaimer Page 7 of 7 _Page Top Copyright © 2010 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "Copyright © 2010 Underwriters Laboratories Inc.®" An independent oruanixatie working for a safer ustld r,itn intogrity nn and kn owlu doe. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.U417 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 6 ONLINE CERTIFICATIONS DIRECTORY Page Bottom BXUV.U417 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the First contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U417 December 09, 2009 Nonbearing Wall Ratings — 1, 2 or 3 Hr System A --- 2 F i r. Horizontal Section System, 1.3 --- .. Hr. Horizontal Section 9 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.U417 - Fire Resistance Ratings - ANSI/UL 263 System C •- 2 Hr. —84 in. o.C. Ilnrizo.al Section System. 1) — 2 Hr. 24 in. 6.G. Page 2 of 6 Horizontal Section Syst,eni E — l Hr. 24 in. - Horizontal Section. System. F' --- 1 Hr. 24 in. O.C.-.-------�+ Ilorizontal Section Cz f�, http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.U417 - Fire Resistance Ratings - ANSI/UL 263 r System G — 3 Hr. Page 3 of 6 .....__.�-. 24 fn. O.C. Horizontal Section System H 3 Hr. 24 in. O.C. t t Horizontal Section Systern 1 3 Hr, Horizontal Section http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.U417 - Fire Resistance Ratings - ANSI/UL 263 System J — 3 Hr. Page 4 of 6 Horizontal Section 1. Floor, Side and Ceiling Runners — "3" -shaped runner, min 2-1/2 in. deep, with unequal legs of 1-1/8 in. and 2-1/8 In., fabricated from min 25 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. 2. Steel Studs — Systems A, B, E, G and I "I" -shaped studs fabricated from min 25 MSG galv steel, min 2-1/2 in. deep, 1-1/2 in. wide. Studs contain 3/4 In. wide by 2-1/4 in. high holding tabs spaced 2-3/4 in. OC. Cut to lengths 5/8 in. less than floor -to -ceiling height and spaced 24 in. Systems C, D, F, H and 3 "C -T" -shaped studs, min 2-1/2 in. deep, 1-1/2 In. wide, fabricated from min 25 MSG galv steel. Cut to lengths 5/8 in. less than floor -to -ceiling height and spaced 24 in. or "C -H" - shaped studs, min 2-1/2 in. deep, fabricated from min 25 MSG galv steel. Cut to lengths 5/8 In. less than floor -to - ceiling height and spaced 24 in. OC. 3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. wide. Panels cut max 1 in. less in length than floor to ceiling height. Vertical edges inserted in "T" -shaped section of "C -T" studs, the "H" -shaped section of "C -H" studs or tabs holding tabs of "I" studs. Free edge of end panels attached to long leg of "3" -runners with 1-5/8 in. long Type S self - drilling, self -tapping bugle head steel screws spaced not greater than 12 in. OC. CERTAINTEED GYPSUM INC — Types ProRoc Shaftliner, EGRG Shaftliner, GlasRoc Shaftliner. 4. Gypsum Board* — Systems A and C For use with Type ProRoc Shaftliner liner panels - Gypsum panels, nom 1/2 or 5/8 in. thick, 48 in. wide, applied in one of the following methods. Method 1 — Base layer installed horizontally to steel studs with 1 In. long Type 5 self -drilling, self - tapping bugle head steel screws spaced 24 in. OC. Face layer Installed vertically to steel studs with 1-5/8 in. long Type 5 self -drilling, self -tapping bugle head steel screws spaced 24 in. OC, staggered 12 in. from base layer screws. Method 2 — Base layer installed vertically to steel studs with 1 in. long Type 5 self -drilling, self -tapping bugle head steel screws spaced 24 in. OC. Face layer Installed horizontally to steel studs with 1-5/8 in. long Type 5 self -drilling, self -tapping bugle head steel screws spaced 24 in. OC, staggered 12 in. from base layer screws. Additionally, Type G screws to be installed at the center of each stud cavity, 1-1/2 in. from both sides of the horizontal joint. For the 1/2 in. thick and 5/8 in. thick boards, the Type G screw length shall be 1-1/4 in. and 1-1/2 in. long, respectively. For use with Type EGRG Shaftliner liner panels - Gypsum panels, nom 1/2 or 5/8 in. thick, 48 in. wide, applied in one of the following methods. Method 1 — Base layer installed horizontally to steel studs with 1 in. long Type 5 self -drilling, self - tapping bugle head steel screws spaced 24 In. OC. with the 1st screws Installed 12 in. from the board edge. Face layer installed vertically to steel studs with 1-5/8 in. long Type 5 self -drilling, self -tapping bugle head steel screws spaced 12 in. OC. with the 1st and 2nd screws spaced 3/4 In. and 6-3/4 in. from the board edge, staggered 12 in. from base layer screws. Method 2 — Base layer installed vertically to steel studs with 1 in. long Type S self -drilling, self -tapping bugle head steel screws spaced 24 in. OC. with the 1st screws installed 12 in. from the board edge. Face layer installed horizontally to steel studs with 1-5/8 in. long Type 5 self -drilling, self -tapping bugle head steel screws spaced 24 in. OC., with the 1st and 2nd screws Installed 3/4 in. and 6-3/4 In. from the board edge, staggered 12 in. from base layer screws. Additionally, Type G screws to be installed at the center of each stud cavity, spaced 12 in. 00., 1-1/2 in. from both sides of the horizontal joint. For the 1/2 In. thick and 5/8 in. thick boards, the Type G screw length shall be 1-1/4 in. and 1-1/2 In. long, respectively. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.U417 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 6 CERTAINTEED GYPSUM INC — 1/2 In. thick ProRoc Type C, 5/8 in. thick ProRoc Type C or 5/8 in. thick ProRoc Type X CERTAINTEED GYPSUM CANADA INC — ProRoc Type X or ProRoc Type Abuse -Resistant Systems E and D Gypsum panels, nom 1/2 or 5/8 in. thick, 48 in. wide, applied vertically to steel studs with 1 in. long Type 5 self -drilling, self -tapping bugle head steel screws spaced 12 in. OC. Vertical joints on opposite sides of wall staggered a min of 24 in. CERTAINTEED GYPSUM INC — 1/2 in. thick ProRoc Type C, 5/8 in. thick ProRoc Type C or 5/8 in. thick ProRoc Type X CERTAINTEED GYPSUM CANADA INC — ProRoc Type X or ProRoc Type Abuse -Resistant Systems E and F Gypsum panels, nom 5/8 in. thick, 48 in. wide, applied vertically with edges centered over studs, with 1 in. long Type 5 self -drilling, self -tapping bugle head steel screws spaced 12 in. OC. CERTAINTEED GYPSUM INC — ProRoc Type X or ProRoc Type C CERTAINTEED GYPSUM CANADA INC — ProRoc Type X or ProRoc Type Abuse -Resistant Systems G and H Gypsum panels, nom 5/8 in. thick, 48 in. wide applied in three layers to one side of the assembly. Base layer applied vertically, remaining layers applied vertically or horizontally, Base layer attached to studs with 1 in. long Type S steel screws spaced 24 In. OC. Middle layer attached to studs with 1-5/8 in. long Type S steel screws spaced 24 in. 00 when installed vertically or 16 In. OC when Installed horizontally. Face layer attached to studs with 2-1/4 in. long Type 5 steel screws spaced 16 in. 00 when Installed vertically or 12 in. OC when Installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. When applied horizontally, 1-1/2 in. long Type G screws to be installed at the center of each stud cavity, 1-1/2 in. from both sides of the horizontal joint. Vertical joints centered over studs and staggered 24 in. on adjacent layers. CERTAINTEED GYPSUM INC — ProRoc Type C Systems I and J Gypsum panels, nom 5/8 in. thick, 48 in. wide applied In two layers to one side of the assembly and one layer to the other side. On the two layer side, base layer applied vertically, face layer applied vertically or horizontally. Base layer attached to studs with 1 in. long Type S steel screws space 24 in. OC. Face layer attached to studs with 1-5/8 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. 00 when installed horizontally. Screws offset 6 in. from layer below. When applied horizontally, 1-1/2 in. long Type G screws to be installed at the center of each stud cavity, 1-1/2 in. from both sides of the horizontal joint. Vertical joints centered over studs and staggered 24 in. on adjacent layers. On the one layer side, panels applied vertically and attached to studs with 1 in. long Type S steel screws spaced 12 In, OC. Vertical joints on opposite sides of wall staggered min 24 in. OC. CERTAINTEED GYPSUM INC — ProRoc Type C 5. Joint Tape and Compound — (Not shown) — Joints covered with joint compound and paper or mesh tape. Screw heads covered with joint compound. *Bearing the UL Classification Mark Last Updated on 2009-12-09 Q9estien57 Notice of Disclaimer Page Top Copyright © 2010 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 BXUV.U417 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 6 under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2010 Underwriters Laboratories Inc.®" An indogondont organization working for a sater world with integrity, precision and knowloclg http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 3/16/2010 ° 5ul��d �InsulVail,'Pt«C °°e5 Mountain Estate Builders 0137 Main Street Suite 0-203 Edwards Co 81632 Uu--- to -C43 s0 RFT 1, v ED VIA E -Mail: john@mountainestatebuilders.com MAR i_010 t7FLRFvc-LW COUNTY BOLO NG & PL.ANO* • Post Office Box 2888 Vail, Colorado 81658 970-524-3000 Fax 970-524-3001 March 10, 2010 PROJECT: Kimball Creek Pavilion - Dubuque SPECIFICATIONS: 4"-R25.6 polyurethane spray foam to 2x12 rafter exterior ceiling areas at sitting & dining rooms R25 unfaced fiberglass batts under polyurethane spray foam MemBrain smart vapor retarder to rafter exterior ceiling areas R38 unfaced high density fiberglass batts (10") under mechanical & catwalk platforms at truss R49 fiberglass loose fill to truss exterior ceiling areas around platform areas R49 fiberglass loose fill to truss exterior ceiling area over stairs to basement & women's restroom Perimeter baffles to truss exterior ceiling for proper attic venting 6 mil poly vapor barrier to truss exterior ceiling areas R21 unfaced fiberglass batts to women's restroom 2x6 exterior walls with poly vapor barrier R19 unfaced fiberglass drape insulation to crawl space concrete exterior walls R19 unfaced fiberglass batts to basement & crawl space exterior rim joist areas Foam to windows, doors and mechanical penetrations JACKSON & RYAN ARCHITECTS 14 March 2010 Mr. Dick Gilbert Mountain Estate Builders 0137 Main Street, Suite 0-203 Edwards, Colorado 81632 970-926-4780 dick@rnountainestatebuilders.c m Re: Architectural Supplemental Information 02, dated 14 March 2010 High Lonesome Pavilion De Beque, Colorado Modifications to Construction drawings dated 14 July 2009 Mn Gilbert, R 5. RE MAR l5>ci GARFIELv uUN1Y BUILDING & PLANNING Please utilize this letter as a Supplemental Instruction to conduct modifications to the originally proposed 14 July 2009 construction issuance items in the High Lonesome Pavilion Construction sets in accordance with the enclosed sketches dated 14 March 2010 from Jackson & Ryan Architects: SK -01 SK -02 SK -03 SK -04 SK -05 SK -06 SK -07 SK -08 SK -09 SK -10 SK -11 Regards, Christopher Craig, AIA Associate Principal CDC / cdc copy: Mr. Ken Smith Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 970-945-8212 ksmith@garfield-county.com 2370 Rice Blvd, Suite 210 Houston, Texas 77005 713-526-5436 fax 713-526-4241 G O. L. o.a.3n la. 11-119s 2 ME, [nm[ A wove h 0 no< shown Svrlem E - 1 Ht. / Syslem F - 1 Ilr. l5 u Wim.. .yam 3 2033 43(1JER ORO LEVEL 3 Inn_ 4 ace. PROJECT CLA6 NIAIBER b E. L. Cosign W. WlTs3.wn[ymsG op I J m:sbwn a�amvn+iweumawmzn rm.nmm�mro+n�v.rvna • nm'+q�avgrwaw a [.mvznrr�vuaa. b,u..ma mm rw+�sa v�xiw .a .7242:76:"'t,7=1:- TOTAL0 fa=4344444 33.4.440 GRESS 419114 272,14. SACK 09440 3r CLE. 64433.4 MUM EGPIESS _�9srRe rw'.i"Ai e,i'�m av r.� WTma �.re.r..r.Y.:�a..w. �o<. 3..� 101 HR ACCE UNLIT CCESSIBLE SHAFT WALL ASSEMBLY 4E3 34344 MALE AND RE WATER CLOSE/ SERV. sum 0711 HR FLOOR/CEILING ASSEMBLY��, 1' 04 x.4 Int maxima JACKSON & RYAN ARCHITECTS 3173134:3. BOULEVARD. SUITE 210 Nal/SION. TEXAS 73305 KIMBA HIGH MOUNTAIN ESTATE BUILDERS 147 MAIN .H.EE-4114111133103 EDWARDS. COLORADO 131411 Kimball Creek Pavilion at High Lonesome Ranch Fire Rated Assemblies New Details 07 & 10/A0.1 He Name: JACKSON 8 RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: Scale: cdc none Dale: 03/14/2010 ASI 02 Mar 14, 2010 6L11 1/2 UR RETE ESS MIN. B PER HIR R& MBLY ATED L 715.3 AN ON AD; RE: GS RADE RE: GS 1 HOUR RATED COLUMN ASSEMBLY; RE: 101A3A FLOOR DRAIN 1 HOUR RA D COLUM AS MBLY; RE: 10/A .4 TYPE S1 OCCUPANC; 1,470 GROSS SQ. FT. 3 1 \ Kimball Creek Pavilion at High Lonesome Ranch Modifications to Basement PLan rvsn to 01/A3.0 File Name: JACKSON & RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 9'-1 1/2" 6 10'-8 1/4" 1 HO WALL RE: 0 1 HOUR SEPARATION SHAFT WALL ASSEMBLY UL U417; RE: 10/A0.1 STO AGE MEP SHAFT H E.n...s KITCHEN SERVICE AREA OFFICE PREP AREA SRVC SINK Kimball Creek Pavilion at High Lonesome Ranch Modifcations to First Floor PLan rvsn to 04/A3.1 File Name: JACKSON 8 RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: 1/4" = 1'-0' Date: 03/14/10 ASI 02 SK -03 R SOFFIT VENT SOFFIT VENT 05/43.4 =00 app 00 STAIR ATTIC TRUSSED ROOF FRAMING; RE: STRCUTURAL DWGS. 1 HOUR RATED CAPS AT MEP CHASES BELOW PER 12/A3.4; RE: LEVEL 1 FLOOR PLAN LOCATION OF DUCT S PENETRATIONS FROM EXHAUST HOOD BELOW SOFFIT VENT U SOFFIT VENT C PLAN 1 -1 ATTIC VENTILATION CALCULATION 1 IBC 2003. SECT 1203: MIN. NET FREE VENTILATING AREA SHALL BE 7.100 OF TN!` ATTICSPACE 2 (2) ATTIC VENTILATION CALCULATIONS ARE REQUIRED: BACK -OF -HOUSE ANO STAIR ATTICS 3 GENERAL FORMULAS V: TOTAL NET FREE ATTIC VENTILATING AREA REOUIRED (50. IN.) A:TOTAL ATTIC AREA (S0. FT) I V(G): %NET FREE AREA REQUIRED BYGABLE 5ENT (SO IN.f = 50%MIH V(5):% NET FREE AREA REQUIRED BY SOFFIT NT (50.1N.) = 50% ^ A(5): NET FREE AREA PER LINEAR FOOT (s0. TNI AT SOFFIT A(G):NET FREE AREA LINEAR FEET (S0 IN) AT rBLE VENT LIR): TOTAL LENGTH OF RIDGE VENT (FT) L(S): TOTAL LENGTH OF SOFFIT VENT (FT) T(S):TOTAL NET FREE AREA AT SOFFR (50 IN): T(0): TOTAL NET FREE AREA AT GABLE (50. IN), 3A V=(N300)x144 35 V=V(R)r V(5) 30 T(S)=L(S)x AIS) 30 T(G)=HTS WDTH x50% 4 BACK -OF -HOUSE ATTIC VENTILATION CALCULATION 4A A=1113.00 SO FT 40 (ITEM3A) V=534.24 SO IN --4C YK51-26-7N .Y290Y 40 V(G)=25L12 SO IN mJl 4E AIS) .17.00 SO IN 4F AM) =0.W5Q IN 4G L(s)=0.0077 4H L(R)=0.00 FT 4J (ITEM 30) T(S)=1236.755016/ 4K T(0)c26772 S0/5 AREAS AT ITEMS 4J AND 4K MEET 05 EXCEED AREAS AT/TEM54C AND 40; BACK -OF -HOUSE ATTIC VENTILATION COMPLIES 5 STAIR A1110 VENTILATION CALCULATION 5A A=196.00 SO FT 5B (ITEM 3A) V=94.08501N 5C V(5)= 47.04 SO IN 50 _ V(0).47.04 SO IN 5E A(5)=1700 SO IN 5F AIR). 0.00501N 50 LIS) =4E1.00 FT 5H L(R(=0.00FT 5J (ITEM 30) T(S)=51600501N 5K T(6).47S01N AREAS AT ITEMS 5JANO SK MEET 05 EXCEED AREAS AT ITEMS 5C AND 5D; STAIR ATTIC VENTILATION COMPLIES ni VENTILATION CALCULATIONS W -O Kimball Creek Pavilion at High Lonesome Ranch Modifications to Attic Plan & Ventilation rvsn to 01+04/A3.2 File Name: JACKSON 8, RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: none Dale: 03/14/10 ASI 02 SK -04 90 -NS z0 ISV mroueo :amp auou :eleoS opo :Ag umeip SOOLL SVN31'NOIS110H'OUVA31f1OO 301li OM 810311HOUV NVAU 8 NOSNOVr :eweN elld E'EV/60 01 usAJ ueld ;ooy 01 suoi;eompoyy youeH awosauo1 04-1W uopiAed haa10 ljegwiN Door Schedule A Mark Room Location Door Type Door Height Door Width Thk. Wall Stud Door Material Frame Material Hardware Type Ref. Elevation Remarks 81 Not Used 01 Dining/Silting B 8'-0" PR 3'-0" 1 3/4" 10" log solid wood & glass wood a,d,e,f 02 Dining/Sitting 8 8'-0" PR 340" 1 3/4" 10" log solid wood & glass wood a,d,e,f 03 Dining/Sittinq B 8'-0" PR 340" 1 3/4" 10" loq solid wood & glass wood a,d,e,f 04 Dining/Shang B 8'-0" PR 3'-0" 1 3/4" 10" log solid wood & glass wood a,d,e,f 05 Office Corridor A 3'-0" T-0" 1 3/4" 10" loq solid wood wood c 06 Basement Stair C 7'-0" PR 3'-0" 1 3/4" 10" log solid wood wood c 07 Office A T-0" 3'-0" 1 3/8" 2 x 4 solid wood wood c 08 Kitchen A T-0" 3'-0" 1 3/4" 10' loq solid wood wood c,q 09 Men A T-0" 3'-0' 1 3/8" 2 x 4 solid wood wood c 10 Women A 7'-0" 3'-0" 1 3/8" 2 x 4 solid wood wood c 11 Kitchen A 7-0" 13'-0" 1 3/8" 2 x 4 solid wood wood c 12 Storage A 7'-0" 3'-0" 1 3/8" 2 x 4 solid wood wood c 13 Staff Bath A T-0" 3'-0" 1 3/8" 2 x 4 solid wood wood c Door Schedule Remarks Key Notes: a. Provide stained wood finish to all the door's interior surfaces and to all frame's interior surfaces exposed to view. b. Provide stained wood finish to all surfaces of the door and to all exposed surfaces of the door frame c. Provide painted finish to all surfaces of the door and to all exposed surfaces of the door frame d. Per 2406.3, this door's location is considered hazardous; therefore, per 2406.2, each glazing pane shall be provided with a visible manufacturer's or installer's label, designating the type, thickness, and safety glazing standard with which it complies; the label shall be of the type which once applied cannot be removed e. Per Table 2406.1, provide Category Class II glazing f. Provide painted finish to all the door's exleror surfaces and to all the frame's exterior surfaces exposed to view. g. Provide double-acting hinges. Door General Notes: 1 Per IECC 06, sect 402.4.2, all exterior swinging doors shall have a maximum air infiltration rate of 0.5 cfm per sqaure foot when tested per NFRC 400 or AAMA/WDMA/CSA101 /LS.2/A440 03 DOOR SCHEDULE NONE WINDOW SCHEDULE AFrame Mark Location Width Frame Height Window Type Manuf. Model # Int. Finish Remarks Ref. Elevation A SITTING/DINING 2'-0" 4'-0" 1 Eagle OGH2040 stained a,b,c 04/A5.2 B SITTING/DINING 3'-0' 3'-4" 1 Eagle DGH3034 stained a,b,c 02/A5.2 C SITTING/DINING 3'-0" 3'-4" 1 Eagle D01-13034 stained a,b,c 02/A5.2 D MEN 2'-0" 2'-0" 2 Eagle CMT2020 PICT stained 02/A5.2 E STORAGE 3'-0" 344" 1 Eagle DGH3034 stained a,b 02/A5.2 F STAIR 2'-0" 3'-4" 1 Eagle DGH2034 stained a,b 02/A5.2 G BATH 2'-0" 2'-0" 2 Eagle CMT2020 PICT stained 07/A5.1 H OFFICE 3'-0" 5'-6" 1 Eagle DGH3056 stained a,b 07/A5.1 J OFFICE 3'-0" 5'-6" 1 Eagle D083056 stained a,b 04/A5.2 K PREP AREA 3'-0" 3'-4" 1 Eagle DGH3034 stained a,b 04/A5.2 L SITTING/DINING 2'-0' 4'-0" 1 Eagle DGH2O40 stained s.b 04/A5.2 REMARKS KEY NOTES: a. Provide thermal break in window assembly b. Provide screen c. Install windows such that top of window frame occurs 8'4" above Dining Room finish floor. WINDOW GENERAL NOTES: i Per IECC 06, sect 402.4.2, all windows shall have a maximum air infiltration rate of 0.3 cim per sqaure fool when tested per NFRC. AAMA/ W DMA/CSA101 /1.S.2/A440 ii Per IECC 06, sect 402.6, the area weighted average maximum fenestration U -factor is 0.48 in zone 5 iii All windows to receive factory's painted extruded aluminum exterior finings; color selcted by Owner iv Provide Eagle Window's High-Pedomtance Low -E4 glazing; U-value:0.35 v Install windows such that the top of window frame occurs 7'-0" above Sitting/Dining Room finish floor unless noted otherwise. U2 WINDOW SCEDULE NONE Kimball Creek Pavilion at High Lonesome Ranch Modifications to Window & Door Schedules rvsn to 02+03/A3.4 File Name: JACKSON & RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scare: none Date: 03/14/10 ASI 02 SK -06 3/14/10 O 0jMO QJ (0m...(amm Wmm oro0yor wa'wowm N O a - Dao *NN.,9 01 5 -(DTD -to * 20 oo� QA �3 -D 3 92 U jm . _ AT OP) -I O.0 (D 9y.o 0 0 0 S 0 CD (000 fii(0 a - 0 < y m s ny ro `2 �= w m0Nco,3 JP•O -I0 co(D 0 2 ,< D) O A, 0 A a - Nco 0.a 0'a N* .*M0_ Oa=(0w Fil,-ate m oo <cn O 'L 01 0 '0.0 m w(n0 O- 1‘2- °?, a:1- 0 c Tw 0..'O w.• owo-•"o ON • cat,. D- O' -'j - 00 0• 00 w D- m 0.5 o t N caw C(D 3 0_ (0 Kimball Creek Pavilion at High Lonesome Ranch New 1 Hour Rated Horizontal Assembly new dtl 121A3.4 File Name: JACKSON & RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: none Date: 03/14/10 ASI 02 SK -07 O G 1) to lam 0 'W4 7'-0" CL AR 1N3W3SV8 N mo r1 S m0oo >3ay Pr • ON rZV P23; r D 0 'z ZV AONVdf1030 1dVHS d3W H H H H Top m' ne'r" >w orD m, Cr9' r y A y J 0 2 \H \H Kimball Creek Pavilion at High Lonesome Ranch Modifications to Building Section rvsnn to 02/A4.1 Fla Name: JACKSON 8 RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: ASI 02 °Eo Scale: Date: 03/13/10 SK -08 .PON EER .T/ 1/866 J SS 10 NEEN lY NG TO WAY OUTER EDGE OF EAVE AT BOTH ROOF SLOPE CONDRONS TO ALIGN @ 917' ABOVE FINISH FLOOR SYNTHETIC VINO! AERAKE '� GLAS X CONFNUOUS ICE CCIANDfl CONTIN11 WATER HIELO NDER WATERBHIELO—%T.P.A9ME� PLYWOOD SHEATHING HING ROOF DECK: RE: STRUCTURAL DWGS PREFAB WD TRUSS WITH 2 x 12 RAFTER TAIL METAL DRIP EDGE; FINISH TO MATCH ROOFING 1 x 6 PAINTED HARDITRIM FASCIA OVER SHIM SPACE 2 12 CONT. FASCIA: SHIM AS REQUIRED CONTINUOUS SCREENED SOFFIT VENT 1 x 6 STAINED WOOD SOFFIT OVER SHIM SPACE 15 CONT. WO TRIM 2 %6 CONT. WD PLATE 2 12 1&/32[ B,C60 @GRIDUNES cij5 sfii 12 rrf, • 6 27/32 @GRIDLINE gtO MIN R30 INSULATION P TE HT 2110 BLOCKING BETWEEN RAFTERS: ENSURE 11/2' MIN CLEARANCE FROM UNDERSIDE OF DECKING TO ACCOMMODATE PATHWAY FOR VENTING 5R' PTD GYP. BD. CLG. OVER 6 MIL POLY VAPOR BARRIER WITH A TRANSMISSION RATE OF 1 PER OR LESS OVER BOTTOM CHORD OF TRUSS ROOF FRAMING STACKED LOG WALL WITH CONT. SYNTHETIC CHINKING 3/4' THICK STAINED WOOD FLOORING FLOATING 050R 6 MIL VAPOR BARRIER 216 WO PLATE CORP MIL FLASHING 4 x8 TRTD WD PLATE; RE: STRCTRL DWGS PLYWD SUBFLOOR; RE:STRCTRL DWGS WOOD I JOIST FLOOR FRA E.SWCWL DVj5j4 \, UIN SLOPE FIN. GRADE MIN 1/4WT FROM } BLDG.. TYP. PTFf516 u'FURRI GEttiat�rd L OVER 7/13' FURRING NNwLL..,ra R16MIN. CONTINUOUS t INSt UTATpN SELECT FILL; RE: GEOTECH REPORT CONT. GEOTE%TILE BENTONITE IMPREGNATED PROTECTION MAT OVER CONT VOLTE% WATERPROOFING OVER TREATED CONCRETE WALL CONC. SLAB: RE: STRCTRL DWGS SELECT FILL: RE: STRCTRL DWGS — _ — $ASEERIMEMENLTERFyJ,ELR_@— P CONC. FOOTING: RE: STRCTRL DWGS STONE DRAINAGE BED 5 PERFORATED _=6 DRAIN PIPE; SLO EMITER TO DRAIN ILIIILII-1111- .•=111=1111- 1111=1111=-1111= =IIIA -----7.1111e1111_-=" Kimball Creek Pavilion al High Lonesome Ranch Modifications to Wall Section rvsn to 04/A4.2 HIP Name: JACKSON 8 RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: edc Scale: none Dale: 03/14/10 ASI 02 SK -09 gr.-Flml. seared 'xh Puss. L. $ at eacl, nee !ailed rd end ions ¢M1 44 legation. gaN steel Wire annals al the mg No. 11 g6) gal sleet g Is. AI Nechoonels Sselllaeping pis edsink s. b Nes)decrewsol the SCHEDULED ROOF, METAL DRIP EDGE; FINISH TO MATCH ROOFING I x 6 PAINTED HARDITRIM FASCIA OVER SHIM SPACE EXPOSED FACE OF X RAKE FASCIA 1 x 6 STAINED WOOD SOFFIT BEYOND TO FOLLOW CONTOUR OF RAKE SLOPE LOG CONSTRUCTION @ WALL OUTER EDGE OF EAVE AT BOTH ROOF SLOPE CONDITIONS TO ALIGN @ 9'-7' ABOVE DINING FIN. FLR. /1�WYYV rr r. 1 SCHEDULED ROOF PER 04 A4 2 OVER CONTINUOUS ICE AND WATERSHIELD f UNDERLAYMENT A.,J PLYVJDEC SHEATHING ROOF DECK:RE: STRUCTURAL DINGS TJI RAFTER OR 2 X RAFTER TAIL; RE:STRUCTURAL DWGS 25 1. RAKE ELEVATION =v 12 I,gnu,. 6 12 62]/32 ®GRIDLINES QQ 48.5. METAL DRIP EDGE; FINISH TO MATCH ROOFING I x 6 PAINTED HAADITRIM FASCIA OVER SHIM SPACE 2 X 12 CONT. FASCIA SHIM AS REQUIRED STAINED WOOD4 SOFFIT OVER SHIM SPACE 1 MINIMUM R-30 INSULATION `a BY INSULATION ENGINEER 2x BLOCKING 19 of structure!Ie long an Is. METAL DRIP EDGE; FINISH TO MATCH ROOFING aled 214 in. ,annela are used 1 x 6 PAINTED HARDITRIM FASCIA OVER SHIM SPACE 2 x 10 STAINED RAKE FASCIA OVER SHIM SPACE CONTINUOUS SEALANT Is bpinis and an allemale. r)) 23 1• -0. EAVE DETAIL SCHEDULEDROOFING OOFING OVE UNDERLAYMENT; RE: 041A4.2 x6 STAINED WOOD CEILING FINISH 6 MIL POLY VAPOR BARRIER WITH A TRANSMISSION RATE OF I PER OR LESS OVER RAFTER FRAMING 2 x 10 BLOCKING BETWEEN RAFTERS', ENSURE 112' MW CLEARANCE FROM UNDERSIDE OF DECKING TO ACCOMMODATE PATHWAY FOR VENTING 1 OR 2 PLATE' RE - STRUCTURAL WAGS LOG CONSTRUCTION @ WALL PLYWOOD SHEATHING ROOF DECK; RE: STRUCTURAL DWGS 2 X RAFTER:RE:STRUCTURAL DWGS 6 STAINED W000 SOFFIT CCfTIAkI AT f1AIVC 4 F G C it T C 5 5 R P 0 S 5 P C Kimball Creek Pavilion at High Lonesome Ranch Modifications to Section Details rvsn to 13+23+25/A4.2 File Name: JACKSON & RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: odo Scale: none Date: 03/14/10 ASI 02 SK -10 Kimba I Creek Pavilion at High Lonesome Ranch Modifcations to North Elevation rvsn to O7/A5.1 File Name: JACKSON & RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: 1/4" = 1'-0" Date: 1 /4" = 11-0" ASI 02 SK -11 APPR( SUBJECT T EXCEPTIONS & GARFIEL BUILDIN D ateLLi2- FWLD L NO INSPECT MESE PL page Project Name: PX-‘) I LA t=1--1 Page: of I.pEx Project No.: By: .A De- Date: 3 /25/10 maraimaisereicemas. 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O e SGQ. — Control Panel \ this sender from my allow list / DRAINAGE REPORT for KIMBALL CREEK PAVILION AT THE HIGH LONESOME RANCH GARFIELD COUNTY, COLORADO SUBMITTED TO: GARFIELD COUNTY BUILDING & PLANNING DEPARTMENT 108 8TH STREET GLENWOOD SPRINGS, COLORADO 81601 PREPARED FOR: The High Lonesome Ranch PO Box 88 Debeque, CO 81630 PREPARED BY: Rhino Engineering, Inc. 1229 North 23`' Street, Suite 201 Grand Junction, Colorado 81501 May 1, 2009 RE Project No. 28071.02 "I hereby certify that this Drainage Report for Kimball Creek Pavilion at the High Lonesome Ranch, located in Section 9, Township 7S, Range 100W of the 6th Principal Meridian in Garfield County, Colorado, was prepared by me or under my direct supervision in accordance with the provisions of the Stormwater Management Manual for the owners thereof. I understand that Garfield County does not and will not assume liability for drainage facilities designed by others." John Emil Kornfeld, P.E. Registered Professional Engineer State of Colorado No. 33064 P.. 33064 t 6-29• 49 ' .' ' { Re rt Prepared By: Jennie E. DeFrank, E.I. TABLE OF CONTENTS 1.0 LOCATION AND DESCRIPTION OF PROPERTY 1 A. Background 1 B. Property Location 1 C. Description of Property 2 D. Previous Investigations 2 2.0 DRAINAGE SYSTEM DESCRIPTION 2 A. Existing Drainage Conditions 2 B. Offsite Tributary Area 3 C. Proposed Drainage System Description 3 3.0 DRAINAGE ANALYSIS AND DESIGN CRITERIA 4 A. Regulations 4 B. Development Criteria 4 C. Hydrologic and Hydraulic Criteria 4 4.0 REFERENCES 4 Appendix A Appendix B Exhibit 1 Exhibit 2 Exhibit 3 NRCS Soils Map Drainage Calculations APPENDICES EXHIBITS Existing Drainage Map (24" x 36" In Map Pocket) Drainage Basin Map (USGS Quadrangle Map) Post -Development Drainage Plan (24" x 36" In Map Pocket) TABLE OF CONTENTS 1.0 LOCATION AND DESCRIPTION OF PROPERTY A. Background This drainage report for Kimball Creek Pavilion at The High Lonesome Ranch was prepared by Rhino Engineering, Inc. The purpose of this report is to evaluate the impact (or change) to the existing drainages, in relation to the historic drainage pattern and peak runoff, due to the proposed improvements. B. Property Location The site is located south of Garfield County Road 202 (northwest of Debeque) on land owned by The High Lonesome Ranch. The site will be accessed by a gravel road from Garfield County Road 202. Garfield County Road 202 is accessed from Roan Creek Road, north of Debeque. By legal description, the site is located in the NE'A of Section 9, Township 7S, Range 100W of the 6ill Principal Meridian in Garfiled County. Refer to Figure 1 — General Location Map. Figure 1 — General Location Map 1 C. Description of Property The site is presently undeveloped. Proposed improvements will include a lodge, bath house, and tent area. Current vegetation is high desert shrub and sagebrush with fair to good ground cover. Average slope is about 10% to the southeast. Kimball Creek is situated about 400 feet south of the proposed lodge. According to the Natural Resource Conservation Service (NRCS), the soils in this area consist of Happle Very Channery Sandy Loam Complex. This soil complex is considered well drained and is classified as a hydrologic group 'B' soil. Refer to Appendix A for soil map and further information. D. Previous Investigations The project site is not included in any known master drainage plan nor is it located in a FEMA designated floodplain according to FEMA FIRM Panel No. 0802051225B for unincorporated Garfield County. 2.0 DRAINAGE SYSTEM DESCRIPTION A. Existing Drainage Conditions The topography across the site is fairly steep with slopes of about 10%. Disturbance footprint area is about 13.0 acres. Runoff sheet flows in a south/southeasterly direction across the site. There are no structures on the site. An existing irrigation ditch with headgate is situated parallel to the north bank of Kimball Creek. There is also an existing 10 -foot wide gravel road connected to County Road 202 and another dirt road parallel to Kimball Creek which provides access to a natural gas well. Refer to Exhibit 1 — Existing Drainage Map. The Rational Method was used to estimate existing runoff rates and volumes. Runoff coefficients for the 25 -year and 100 -year storms based on group `B' soils with 0% imperviousness are 0.25 and 0.35. These coefficients are referenced from Volume 1 of the Urban Storm Drainage Criteria Manual. The time of concentration for the existing site is: to = t; + t, t, =1.8(1.1—K)(L°S5U.33J=1.8(1.1-0.08)(3000�Ooss)=14.9 min t = = L L — 840 ft — 380s = 6.3 min V CvSws 7 x 0.10o5 t,=14.9+6.3=21.2 min 2 EXISTING DRAINAGE (RATIONAL METHOD) STORM PEAK RUNOFF (CFS) RUNOFF VOLUME (CF) 25 -YEAR 8.2 13,800 100 -YEAR 14.3 24,000 B. Offsite Tributary Area The proposed improvements are located in the Kimball Creek watershed. The site is situated on an alluvial fan and is affected by offsite drainage from the north that flows to Kimball Creek. Offsite tributary area is about 56 acres. Refer to Exhibit 2 — USGS Major Basin Map. Runoff from this offsite drainage was estimated using the SCS Curve Number Method since the basin area is larger than 20 acres. A curve number of 72 was used based on the Natural Resource Conservation Service's (NRCS) TR -55 program for a land use defined as "arid and semi -arid rangelands with desert shrub in fair condition on hydrologic group `B' soils". According to NRCS TR -55, the time of concentration for the offsite basin is about 12 minutes. This relatively short time compared with the basin size is due to the steep topography of the offsite area as can be seen in Exhibit 2. OFFSITE DRAINAGE (SCS METHOD) STORM PEAK RUNOFF (CFS) RUNOFF VOLUME (AF) 25 -YEAR 20 1.7 100 -YEAR 44 3.1 C. Proposed Drainage System Description The construction of the lodge and bathhouse will add approximately 6,800 square feet of impervious area. Additionally, the gravel roads and parking area will cover 27,000 square feet. The overall developed site imperviousness assuming a 40% impervious value for gravel area is: 1 — 0.16Ac + (0.40 x 0.62Ac) _ 3% 13Ac Weighted coefficients based on 3% imperviousness are 0.27 and 0.37. DEVELOPED DRAINAGE (RATIONAL METHOD) STORM PEAK RUNOFF (CFS) RUNOFF VOLUME (CF) 25 -YEAR 8.9 14,900 100 -YEAR 15.1 25,400 3 Since the addition of impervious area on the site is small compared with the overall area, and the site is situated next to Kimball Creek, detention is not being proposed with the development. Instead, runoff will sheet flow as it has historically done, into the creek. There will be no concentrated points of flow leaving the site. Due to the fact that the area is situated at the base of Kimball Creek and is subject to a significant amount of offsite flow, finished floor elevations on all permanent structures should be a minimum of two feet above adjacent grade. This should provide adequate protection from shallow sheet flow flooding. The bath house, which is the closest permanent structure to Kimball Creek, will be elevated approximately 24 -feet above the bank of the creek which should provide it sufficient protection from any major flooding. 3.0 DRAINAGE ANALYSIS AND DESIGN CRITERIA A. Regulations The drainage criteria used in this report meets guidelines specified in the Garfield County's New Land Use Regulations (effective 1-1-09) for Article VII Standards, Section 7-206 Drainage. 8. Development Criteria There are no drainage constraints placed on the project by major drainage or floodplain studies or adjacent developments. C. Hydrologic and Hydraulic Criteria The 25 and 100 year storms were considered the minor and major storms. Rational method coefficients used to estimate runoff on the site were taken from guidelines from Volume 1 of the Urban Storm Drainage Criteria Manual. The SCS curve number used to estimated offsite runoff is based on criteria in the NRCS TR -55 guidelines. 4.0 REFERENCES The following manuals, computer programs, and engineering reports were used as references in the preparation of this report. • Garfield County New Land Use Regulations (effective 1-1-09) for Article VII Standards, Section 7-206 Drainage. • Volume 1 Urban Storm Drainage Criteria Manual. 2001 • NRCS Technical Release No 55 (TR -55). Version 1.00.08. 2004 4 33 1/ ../r. (E J / . 6630. :311 3':• Spri n i . Spri6g Offsite Drainage 56 Acres 'V Approximate Location of Site Magnetic Declination ". 6033 "6310 12°E Name: THE SADDLE Date: 5/6/2009 Scale: 1 inch equals 2000 feet • 14', Location: 039°28' 20.67" N 108°25' 54.51" W NAD 27 Caption: EXHIBIT 2 - MAJOR BASIN MAP 8 Copyright (C) 1997, Maptech, Inc. APPENDIX A NRCS SOILS DATA Hydrologic Soil Group—Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties 720000 720040 720080 720120 720160 720200 720240 m 39' 28'3" EA N 720000 720040 720080 720120 720160 Map Scale: 1:1,750'0 printed ono size (8.5" x 1?) sheet Meters 0 15 30 60 90 0 50 100 USDA Natural Resources eet 200 300 Web Soil Survey 2.2 SIMS Conservation Service National Cooperative Soil Survey ma 39" 2T 51" 720240' 5/4/2009 Page 1 of 3 Hydrologic Soil Group -Douglas -Plateau Area, Colorado, Parts of Garfield and Mesa Counties MAP INFORMATION MAP LEGEND o ca o Colj 76 �§ )( 5 ! 0 )[, °(\ { \!m _ |f0 o { / ) \ jfti 2 re LO !! z \ ( 0g f/I )`3 k).- ±/!|!«! o o ƒ0 -n \;\ \ 0=> | /co ma / rH } jk\ 0 IC a 1< a|<2.S:B0 S. 10900009 Not rated or not available )0 0 o2 S D ; 2 kkIifrl 2 /!'; ! 4 No ca n. csro 2 \E o. co o 2\ Hydrologic Soil Group -Douglas -Plateau Area, Colorado, Parts of Garfield and Mesa Counties Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Douglas -Plateau Area, Colorado, Parts of Garfield and Mesa Counties Map unit symbol Map unit name Rating Acres In AOI Percent of A01 44 Happle very channery sandy loam, 3 to 12 percent slopes B 15.0 100.0% Totals for Area of Interest 15.0 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Lower USDA Natural Resources Web Soil Survey 2.2 5/4/2009 Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description (Brief, Generated)—Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Map Unit Description (Brief, Generated) The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions in this report, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. The Map Unit Description (Brief, Generated) report displays a generated description of the major soils that occur in a map unit. Descriptions of non -soil (miscellaneous areas) and minor map unit components are not included. This description is generated from the underlying soil attribute data. Additional information about the map units described in this report is available in other Soil Data Mart reports, which give properties of the soils and the limitations, capabilities, and potentials for many uses. Also, the narratives that accompany the Soil Data Mart reports define some of the properties included in the map unit descriptions. Report—Map Unit Description (Brief, Generated) Douglas -Plateau Area, Colorado, Parts of Garfield and Mesa Counties Map Unit: 44—Happle very channery sandy loam, 3 to 12 percent slopes Component: Happle (80%) The Happle component makes up 80 percent of the map unit. Slopes are 3 to 12 percent. This component is on alluvial fans. The parent material consists of green river formation alluvium derived from shale. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is low. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. This component is in the R034XY298C0 Rolling Loam ecological site. Nonirrigated land capability classification is 4e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 8 percent. USDA Natural Resources Web Soil Survey 2.2 5/4/2009 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description (Brief, Generated)—Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Data Source Information Soil Survey Area: Douglas -Plateau Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 5, Feb 1, 2008 Natural Resources Web Soil Survey 2.2 5/4/2009 Conservation Service National Cooperative Soil Survey Page 2 of 2 APPENDIX B DRAINAGE CALCULATIONS FDR -APPENDIX C Duration ***** HYDRO ***** (Version 6.0) ***** Date 05-04-** Page No 2 Kimball Creek Colorado 0 C ❑ IDF Curve for Various Return Periods 10 Yr 2 Yr Intensities (in/h) 5 Yr 25 Yr 50 Yr 100 Yr 5 min 4.233 3.044 3.782 4.814 5.235 5.636 10 min 3.232 2.228 2.846 3.740 4.115 4.475 15 min 2.537 1.660 2.195 2.994 3.336 3.668 30 min 1.683 1.043 1.429 2.029 2.292 2.551 60 min 1.034 .615 .866 1.266 1.445 1.622 120 min .667 .397 .558 .816 .932 1.047 4 h .389 .232 .326 .477 .544 .611 8 h .213 .126 .178 .260 .297 .334 16 h .111 .066 .093 .136 .156 .175 24 h .075 .045 .063 .092 .105 .118 4.23* 3.17* 2.12. 1.06. * * KIMBALL CREEK COLORADO❑ 0 ❑ Intensity Curve for 10 Year Return Period Rainfall Intensity (in/h) versus Duration (h) .00 * .00 6.00 12.00 18.00 24.00 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 1 Ex Site (25yr) Hydrograph type Storm frequency Drainage area Intensity IDF Curve = Rational = 25 yrs = 13.000 ac = 2.524 in/hr = Rifle IDF 25&100only.IDF Monday, May 4 2009, 2:53 PM Peak discharge Time interval Runoff coeff. Tc by User Asc/Rec limb fact = 8.20 cfs = 1 min = 0.25 = 21.00 min = 1/1.67 Q (cfs) 10.00 8.00 6.00 4.00 2.00 0.00 Hydrograph Volume = 13,796 cuft Ex Site (25yr) Hyd. No. 1 -- 25 Yr 0 10 — Hyd No. 1 20 30 40 50 Q (cfs) 10.00 8.00 6,00 4.00 2.00 0.00 60 Time (min) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Ex Site (100yr) Hydrograph type Storm frequency Drainage area Intensity IDF Curve = Rational = 100 yrs = 13.000 ac = 3.135 in/hr = Rifle IDF 25&100only.IDF Monday, May 4 2009, 2:54 PM Peak discharge Time interval Runoff coeff. Tc by User Asc/Rec limb fact = 14.26 cfs = 1 min = 0.35 = 21.00 min = 1/1.67 Q (cfs) 15.00 12.00 9.00 6.00 3.00 0.00 Hydrograph Volume = 23,992 cuft Ex Site (100yr) Hyd. No. 2 -- 100 Yr 0 10 — Hyd No. 2 20 30 40 50 Q (cfs) 15.00 12.00 9.00 6.00 3.00 0.00 60 Time (min) Jennie D. Pavillion @ High Lonesome Garfield County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) Offsite SHEET 100 0.7000 0.130 0.060 SHALLOW 2100 0.5500 1.08 0.049 SHALLOW 1800 0.1200 1.08 0.089 Time of Concentration .198 WinTR-55, Version 1.00.08 Page 1 5/4/2009 3:24:21 PM Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Offsite Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 25 yrs = 56.000 ac = 0.0 % = USER = 2.21 in = 24 hrs Monday, May 4 2009, 3:30 PM Peak discharge = 20.39 cfs Time interval = 5 min Curve number = 72 Hydraulic length = 0 ft Time of conc. (Tc) = 12.00 min Distribution = Type!! Shape factor = 484 Q (cfs) 21.00 18.00 15.00 12.00 9.00 6.00 3.00 Hydrograph Volume = 73,404 cuft Offsite Hyd. No. 4 -- 25 Yr 0.00 0 3 5 8 10 13 15 18 20 — Hyd No. 4 I \ Q (cfs) 21.00 18.00 15.00 12.00 9.00 6.00 3.00 0.00 23 25 Time (hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Offsite Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 56.000 ac = 0.0 % = USER = 2.83 in = 24 hrs Monday, May 4 2009, 3:31 PM Peak discharge = 44.31 cfs Time interval = 5 min Curve number = 72 Hydraulic length = 0 ft Time of conc. (Tc) = 12.00 min Distribution = Type II Shape factor = 484 Q (cfs) 50.00 40.00 30.00 20.00 10.00 ' Hydrograph Volume = 135,097 cuft Offsite Hyd. No. 4 -- 100 Yr 0.00 0 3 — Hyd No. 4 Q (cfs) 50.00 40.00 30.00 20.00 10.00 0.00 5 8 10 13 15 18 20 23 25 Time (hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 6 Developed Site (25yr) Hydrograph type Storm frequency Drainage area Intensity IDF Curve = Rational = 25 yrs = 13.000 ac = 2.524 in/hr = Rifle IDF 25&100onIy.IDF Monday, May 4 2009, 2:56 PM Peak discharge Time interval Runoff coeff. Tc by User Asc/Rec limb fact = 8.86 cfs = 1 min = 0.27 = 21.00 min = 1/1.67 Q (cfs) 10.00 8.00 6.00 4.00 2.00 0.00 Hydrograph Volume = 14,899 cult Developed Site (25yr) Hyd. No. 6 -- 25 Yr 0 10 — Hyd No. 6 20 30 40 50 Q (cfs) 10.00 8.00 6.00 4.00 2.00 0.00 60 Time (min) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 7 Developed Site (100yr) Hydrograph type Storm frequency Drainage area Intensity IDF Curve = Rational = 100 yrs = 13.000 ac = 3.135 in/hr = Rifle IDF 25&100only.IDF Monday, May 4 2009, 3:0 PM Peak discharge Time interval Runoff coeff. Tc by User Asc/Rec limb fact = 15.08 cfs = 1 min = 0.37 = 21.00 min = 1/1.67 Q (cfs) 18.00 15.00 12.00 9.00 6.00 3.00 0.00 Hydrograph Volume = 25,363 cuft Developed Site (100yr) Hyd. No. 7 -- 100 Yr 0 10 — Hyd No. 7 20 30 40 50 Q (cfs) 18.00 15.00 12.00 9.00 6.00 3.00 0.00 60 Time (min) bs RHINO ENGINEERING. INC 7229 N 23RD ST SUITE 201 GRAND JUNCTION, CO 81.501 920.2416027. fur 970 259.7992 EXHIBIT 1 - EXISTING DRAINAGE MAD K1SDALL CREEK EA5IL7ON AT THE RIGH LONESOME RANCH CAREIELO CH 202 GARFIELD COUNTY, COLORADO Let CA RHINO ENGINEERING INC 1229 N 23RD ST SUM.201 GRAND JUNCTION. CO 81501 270 241.5022 (m 970 255 7592 EXHL91- 3 POST Dr JPMENT DRAINAGE. MAP AIMRA'l CREEK PAU ON AT W° 4'.04 LONESOME RANCH GAR3R,D COUNTY. CO'.ORADO gr Division of Registrations Colorado The Official State Web Portal OraDivision of Registrations )ep utnNnt of ReguLtory Agents f1 Page 1 of 2 r�- Electrical and Plumbing Permits Online View Permit 676432 Requestor Site Company Name: First Name: Last Name: Address: City: State: Zipcode: Phone: Fax: Email Address: License Number: Property Type: Property Owner: Job Site Address: City: State: Zipcode: County: Power: Building Type: Construction Type: Misc Construction: Cost of Materials / Labor $: Trim: WESLEY ELECTRONICS DANNY MUDGE P 0 BOX 444 CLIFTON CO 81520 (303) 637-0140 0- A1966C150F@AOL.COM 541 PRIVATE #13 ENTERPRISES, LLC 8030 COUNTY RD. 202 DEBEQUE CO 81630 GARFIELD *NONE COMMERCIAL NEW COMMERCIAL NEW 80840 N Inspections Inspected Date Type Status `'\ 08/25/2010 COMPLETE FINAL ACCEPTED 08/23/2010 COMPLETE FINAL REJECTED 06/21/2010 PARTIAL ROUGH IN ACCEPTED PARTIAL 05/19/2010 PARTIAL ROUGH IN ACCEPTED PARTIAL https://www.dora.state.co.us/p1s/real/ep web_permit_gui. show_page?p_... 9/7/2010 Division of Registrations Page 2 of 2 02/03/2010 PARTIAL ROUGH IN ACCEPTED PARTIAL 01/26/2010 PARTIAL ROUGH IN ACCEPTED PARTIAL 11/18/2009 ROUGH IN ACCEPTED PARTIAL 10/07/2009 ROUGH IN ACCEPTED PARTIAL 09/25/2009 ROUGH IN ACCEPTED PARTIAL Status/Actions Permit Number: Type: Status: Opened: Expiration Date: Closed: Replaces: Replaced By: 676432 ELECTRICAL CLOSED 09/23/2009 09/23/2010 08/26/2010 NONE NONE Email Inspector OK Questions? Check out the Definitions Page or Frequently Asked Questions (FAQ). Please take our Survey to tell us about your experience with the online permits site. Generated: 09/07/2010 07:31 a.m. Privacy Statement Disclaimer Technical Assistance: E-mail Information Technology Section Federal Home Page 11 State Home Pagel' Department Home Page Top of Page E -Mail the Division of Registrations 1560 Broadway, Suite 1500 Denver, CO 80202 (303) 894-2300 - Phone (303) 894-2310 - Fax Relay Colorado (TTY (English & Spanish). Voice, VCO, ASCII, STS Assistance Numbers) Cnnsomwr Pratrcuon 1 https://www.dora.state.co.us/pls/real/ep_web_permit_gui.show page?p... 9/7/2010 12/22/2002 10:36 9706259010 TRI COUNTY FIRE PAGE 01 Fire Suppression System Distributor Certificate of installation To be Completed by Regional Office Job Name Job Address 3-t llj�'r LD ,rte 10)4 Job Number .55 t3�1—a V r De 690A0,1 co 5.16 Type of System: Pyrochem Other To be Completed by Fire System Distributor Company Name fY' crun--t/ t S e Address 3\ bac 0 n \ n C°t fs,c6o System Model Pc ioa Serial Number 5;75.A5171 Fuel/Energy Shut Off Device Gas Valve: Mechanical Electrical Size of li Installed. Tested on M�t'c4d) Electric Equipment Shut -down Tested: (Nes) No D##te This Fire Suppression System is Installed in accordance with the Manufacturer's instructions and drawings, NFPA 96 and 17 (current Issues) and all applicable state and local codes. All electrical work or work performed by others to complete the Installation of this system has been completed. Exceptions to the above are noted below. (Use back of sheet If necessary) Installer's Na Signature 443 Date fialebo(-0 To be Completed by Owner or Owner's Representative I have received a copy of the Fire Suppression System Owner's Manual and I understand It. I also understand that it is the recommendation of the National Fire Protection Association (NFPA) that the system be ine eve si, months to maintain Its reliability. Signature Date fi — 1'- /4 To be Completed by the Authority Having Jurisdiction Functional tests have been witnessed and the system performs as designed. Signature d1 ?j7' ,c Date 9- 3i — /D JACKSON & RYAN ARCHITECTS 24 March 2010 Mr. Ken Smith Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 970-945-8212 ksmith@garfield-county.com Re: Architectural Supplemental Information 02 ADDENDUM, dated 24 March 2010 High Lonesome Pavilion De Beque, Colorado Modifications to Construction drawings dated 14 July 2009 Mr. Smith, RECEIVED MAP, 2 5 2010 GARFIELD ..,OUNTY BUILDING & PLANNENG Please utilize this letter as an Addendum to the Architectural Supplemental Instruction 02, dated 14 March 2010, that you received from Mountain Estate Builders. In accordance with your request, this Addendum refines ASI 2's proposed modi- fications to the 14 July 2009 construction issuance package for the High Lonesome Pavilion, and, as indicated by the term "rvsd" below, supersede some of the previously issued SKs dated 14 March 2010. Included in this Addendum are: • two copies of all SKs printed full scale • plans and a building section that indicate that the MEP chase shall extend to the underside of the roof deck • a section detail of the MEP chase's penetration through the rated floor -ceiling assembly • building insulation information It is Jackson & Ryan's understanding that, based on your earlier correspondence with Mountain Estate Builders, the Insu- lation Schedule proposed in this ASI 02 Addendum is an acceptable variance to the insulation requirements of Garfield County's currently adopted Building Code. Please contact me if you conclude otherwise. enclosures: the following sketches dated 14 and 24 March 2010 from Jackson & Ryan Architects: SK -01, SK -02, SK -03 rvsd, SK -04 rvsd, SK -05, SK -06, SK -07, SK -08 rvsd, SK -09, SK -10 rvsd, SK -11, SK -12, and SK -13 Respectfully, Christopher Craig, AIA Associate Principal CDC / cdc copy: Mr. Dick Gilbert Mountain Estate Builders 0137 Main Street, Suite 0-203 Edwards, Colorado 81632 970-926-4780 dick@mountainestatebuilders.com APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT DateV2et/10 By gqs FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE bage of 2370 Rice Blvd, Suite 210 Houston, Texas 77005 713-526-5436 fax 713-526-4241 1 Apo U L De.o.w uvr:My snsmsAN,.ynergsM.n SAolcIII 1' — I ur. U 1 oesgn W U41Ts 3hour %ylam GINO*M J mi Ywrm rjr3st....t.:11 R.«,.«...,e.,........«.«.""test, .a:T..«'._".....w s�..aw.e...........lest Ilti a'-415rtc tt Ew°' we On -441"1,4444•44447. ALA•Lcoo neap! l'40.010041,4115:;tijir.. 10 JIM SHAFT WALL ASSEMBLY GOIAPAEACAL PPLICABLE COO NW TER 6 AMERICANS too CT ;,F 7:.m w1.111 1.1ttnelpr..1.1=1:14-ss, tare: Bow 071 HR FLOOR/CEILING ASSEMBLY AC JACKSON & RYAN ARCHITECTS GENERAL CONTRACTOR MOUNTAIN ESTATE BUILDERS Upon 2 REST MALE AHD FEEL WALLA CLOSET LANATONES PE AEROBE Sion 04 x8 KIMBA HIGH nball Creek Pavilion at High Lonesome Ranch 4e Rated Assemblies :w Details 07 & 10/A0.1 Name: 7.KSON 8 RYAN ARCHITECTS 70 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: none Date: 03/142010 ASI 02 SK -01 /2" 6 6'-11 1/ TE 1S IN. ER 1.1 R LY ED 15.3 ON RE: iDE 1 HOUR AT COLUMNA :EMBLY; RE: 10/A BASOAENT FLOOR DRAIN if 1 HOUR COLUM RE: 10/A �v-•lvvww`IYY�.-w'wwv-v TYPE S1 OCCUPANCY; 1,470 GROSS SQ. FT. -nball Creek Pavilion at High Lonesome Ranch DWI 'cations to Basement PLan sn to O1/A3.0 1 Name: CKSON & RYAN ARCHITECTS 70 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: 1/4" = r-0• Dale: 03/10/10 ASI 02 SK -02 1'-6 9'-1 1/2" 6 4'-9" 16'-0" 10'-8 1/4' 2 0 1 2 HE� m KITCHEN 1 SERVICE AREA l' 31-0" 5'-0 1/2" 0T 0 C PT S3 PREP AREA oDT' SRVC SINK IM 8'-6 7/8" 5'-7 3/4" T 1 HOU WALL RE: OE YIT STORAGE 1 SEPARATIONI \r""Th.- SHAFT WALL ASSEMBLY UL U417; RE: 10/A0.1 5'-0" 3'-11 7/8" OFFICE 2ATH • MEP SHAFT ± 6'-9" '-9 3/4 LINE OF ROOF 7'-5 1/4' nball Creek Pavilion at High Lonesome Ranch tdificatlons to First Floor PLan 5n to 04/A3.1 Name: :KSON & RYAN ARCHITECTS '0 RICE BOULEVARD. HOUSTON. TEXAS 77005 Drawn By: cdc Scale: Dale: 03/24/10 ASI 02 SK -03 RVSD i400 .. 000' aB PT S3 PREP AREA oDT' SRVC SINK IM 8'-6 7/8" 5'-7 3/4" T 1 HOU WALL RE: OE YIT STORAGE 1 SEPARATIONI \r""Th.- SHAFT WALL ASSEMBLY UL U417; RE: 10/A0.1 5'-0" 3'-11 7/8" OFFICE 2ATH • MEP SHAFT ± 6'-9" '-9 3/4 LINE OF ROOF 7'-5 1/4' nball Creek Pavilion at High Lonesome Ranch tdificatlons to First Floor PLan 5n to 04/A3.1 Name: :KSON & RYAN ARCHITECTS '0 RICE BOULEVARD. HOUSTON. TEXAS 77005 Drawn By: cdc Scale: Dale: 03/24/10 ASI 02 SK -03 RVSD SOFFIT VENT OFFIr VENT 05/A3.4 30 LINE OF/ DBLR F ti1-1 _xt TRUSSES RE: +a_... STRCTRL DWGS STAIR ATTIC TRUSSED ROOF FRAMING; RE STRCUTURAL DWGS 1 HOUR RATED HORI£ASSEMBLY ALONG UNDER IDE OF TRUSS CHORDS BELOW PER 12/A3 4, RE'. BLDG SCTN ® BIFURCATE UL U417 1 HR RATED SHAFT ASSEMBLY FROM UNDER SIDE OF T tl RE4BC— OF ROOF DECK ABOVE, RE. BLDG SCTN & 101A0.1 LOCATION OF DUCT '- PENETRATIONS FROM EXHAUST HOOD BELOW 9 in U SOFFIT VENT 1 PLAN J ATTIC VENTILATION CALCULATION IBC 2003. SECT 1203: MIN. NET FREE VENTILATING AREA SHALL BE 5000 OFTHp ATTIC SPACE 2 (2) ATTIC VENTILATION CALCULATIONS ARE REQUIRED: BACK -OF -HOUSE AND STAIR ATTICS 3 GENERAL FORMULAS V'. TOTAL NET FREE ATTIC VENTILATING AREA REQUIRED (90. IN.) A:TOTAL ATTIC AREA (SO. FT) V(G): % NET FREE AREA REOUWED BY GABLE VIENT (SO. IN.)= 506 M141), V(SI:% NET FREE AREA REQUIRED BY SOFFIT VENT (SO. (NY= 50% n AIR): NET FREE AREA PER LINEAR FOOT (SO. IN AT SOFFIT A(GI: NFT FREE AREA LINEAR FEET (SO. IN) AT CABLE VENT L(R): TOTAL LENGTH OF RIDGE VENT (FT) L(S): TOTAL LENGTH OF SOFFIT VENT (FT) T(9)'. TOTAL NET FREE AREA AT SOFFIT (S0. IN( T(G):TOTAL NET FREE AREA AT GABLE (SO. IN 3A V = (Anw) x 144 3B V=V(RI+VIS) 30 T(5)=L(S)xAIS) 3D T(G)=HTx WDTH x50% 4 BACK -OF -HOUSE ATTIC VENTILATOR CALCULATION 4A A = 1113.03 SO FT 46 (ITEM 3A) V x534.24 SO IN —4C - VI85f467.12SOIN 40 V(Gf=267.12 SO IN 4E A(S)=1700 SO IN 4F A(R)= 0.0050IN 40 L(S)=72.75FT 46 L(R)=0.00 FT 4.1 (ITEM 30) T(S)= 1236.7550IN 4K T(0)=26112 SO IN AREAS AT ITEMS 4J AND 4K MEET OR EXCEED AREAS ATIISMS 4C AND 40; BACK OF -HOUSE ATTIC VENTILATION COMPLIES 5 STAIR ATTIC VENTILATION CALCULATION SA A=196.00 SO FT 5B (ITEM 3A) V = 94.0850IN 50 V(S)= 47,045O IN 50 V(G) c4l_04 SOI" SE A(5)=1700 SO IN SF A(R)= 600 SO IN 50 L(S)= 4800 FT 56 L(R)=0.00FT 5.1 (ITEM 30) T(S)= PIS SO IN 5K T(G)=47 SO IN AREAS AT ITEMS 5J AND 5K MEET OR EXCEED AREAS AT ITEMS SC ANDES; STAIR ATTIC VENTILATION COMPLIES 01 80 VE86NTILATION CALCULATIONS nball Creek Pavilion at High LoneMime Ranch 3tlifications to Attic Plan & Veniilttion sn to 014-04/A3.2 Name: JKSON 8 RYAN ARCHITECTS '0 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdo Scale: none Dale: 03/24/10 ASI 02 SK -04 RVSD r ---r-- 4 — 1 I --O - = -v---fl Kimball Creek Pavilion at High Lonesome Ranch Modifications to Roof Plan rvsn to 04/A3.3 File Name: JACKSON 8 RYAN ARCHITECTS 2310 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: none Date: 03/14/10 ASI 02 SK -05 )oor Schedule ark Room Location Door Type Door Height Door Width Thk. Wall Stud Door Material Frame Material Hardware Type Ref. Elevation Remarks 1 Not Used 2-0" 4'-0" 1 Eagle 03112040 stained a,b,c 04/A5.2 8 SITTING/DINING 1 Dining/Sitting B 8'-0" PR 3'-0" 1 3/4" 10" log solid wood & glass wood C SITTING/DINING a,d,e,f 2 Dining/Sitting 6 8'-0" PR 3'-0" 1 3/4" 10" log solid wood & glass wood MEN 2'-0" a,d,e,f 3 Dining/Sitting B 8'-0" PR 3'-0" 1 3/4" 10" log solid wood & glass wood 3'-0" 3'-4" a,d,e,f 4 Dining/Sitting B 8'-0" PR 3'-0" 1,3/4" 10" log solid wood & glass wood 3'-4" 1 a,d,e,f 5 Office Corridor A 3'-0" 7'-0" 1 3/4" 10" log solid wood wood 2'-0" 2 c 6 Basement Stair C 7'-0" PR 3'-0" 1 3/4" 10" log solid wood wood 5'-6" 1 c 7 Office A T-0" I3'-0" 1 3/8" 2 x 4 solid wood wood 5'-6" 1 c 8 Kitchen jA 7'-0" 3'-0" 1 3/4" 10" log solid wood wood 3'-4" 1 c,q 9 Men A 7'-0" 3'-0" 1 3/8" 2 x 4 solid wood wood 4'-0" 1 c Women A T-0" 3'-0" 1 3/8" 2 x 4 solid wood wood c 1 Kitchen A 7'-0" 3'-0" 1 3/8" 2 x 4 solid wood wood c 2 Storage A 7'-0" 13'-0" 11 3/8" 2 x 4 solid wood wood c 3 Staff Bath A 7'-0" 3'-0" h 3/8" 2 x 4 solid wood wood c )oor Schedule Remarks Key Notes: a. Provide stained wood finish to all the door's interior sudaces and to all frame's interior surfaces exposed to view. b. Provide stained wood finish to all surfaces of the door and to all exposed surfaces of the door frame c. Provide painted finish to alt surfaces of the door and to all exposed surfaces of the door frame d. Per 2406.3, this door's location is considered hazardous; therefore, per 2406.2, each glazing pane shall be provided with a visible manufacturer's or installer's label, designating the type, thickness, and safety glazing standard with which it complies; the label shall be of the type which once applied cannot be removed e. Per Table 2406.1, provide Category Class II glazing f. Provide painted finish to all the door's exteror surfaces and to all the frame's exterior surfaces exposed to view. 9. Provide double-acting hinges. )oor General Notes: 1 Per IECC 06, sect 402.4.2, all exterior swinging doors shall have a maximum air infiltration rate of 0.5 cfm per sqaure foot when tested per NFRC 400 or AAMANJDMA/CSA101/I.S.2/A440 03 DONONEOR SCHEDULE Mark Location Frame Width Frame Height Window Type Manuf. Model # Int. Finish Remarks Ref. Elevation A SITTING/DINING 2-0" 4'-0" 1 Eagle 03112040 stained a,b,c 04/A5.2 8 SITTING/DINING 3'-0" 3'-4" 1 Eagle 03113034 stained a,b,c 02/A5.2 C SITTING/DINING 3'-0" 3'-4" 1 Eagle DGH3034 stained a,b,c 02/A5.2 D MEN 2'-0" 2''0" 2 Eagle CMT2020 PICT stained 02/45.2 E STORAGE 3'-0" 3'-4" 1 Eagle DGH3034 stained a,b 02/A5.2 F STAIR 2'-0" 3'-4" 1 Eagle D31-12034 stained a,b 02/A5.2 G BATH 2'-0" 2'-0" 2 Eagle CMT2020 PICT stained 07/A5.1 H OFFICE 3'-0" 5'-6" 1 Eagle 03113056 stained a,b 07/A5.1 J OFFICE 3'-0" 5'-6" 1 Eagle DGH3056 stained a,b 04/A5.2 K PREP AREA 3'-0" 3'-4" 1 Eagle D3113034 stained a,b 04/45.2 L SITTING/DINING 2'-0" 4'-0" 1 Eagle 03112040 stained a,b 04/A5.2 REMARKS KEY NOTES: a. Provide thermal break in window assembly b. Provide screen c. Install windows such that top of window frame occurs 8'-0" above Dining Room finish floor. WINDOW GENERAL NOTES: i Per IECC 06, sect 402.4.2, all windows shall have a maximum air infiltration rate of 0.3 cfm per sqaure foot when testad per NFRC AAMANJDMA/CSA101 /I.S.2/A440 ii Per IECC 06, sect 402.6, the area weighted average maximum fenestration U -factor is 0.48 in zone 5 DAD windows to receive factory's painted extruded aluminum exterior fillings; color selcted by Owner iv Provide Eagle Window's High -Performance Low -E4 glazing; U-value:0.35 v Install windows such that the top of window frame occurs 7'-0" above Sining/Dining Room finish floor unless noted otherwise. 02 WINDOWE SCEDULE NON mball Creek Pavilion at High Lonesome Ranch odifications to Window & Door Schedules sn to 02+03/A3.4 r Name: CKSON & RYAN ARCHITECTS 70 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: none Date: 03/14/10 ASI 02 SK -06 3NON A181N3SSV 1V1NOZI8OH 0331d1:1aH 4 'sassng Jo; uogoalad aouels!sO w6 Noy auo sap!nmd 6u!pao •sI!eu pg 411M sasswl of al6ue 1y6u 1e pa!Idde s!eued !wnpn4S poom,Z/L 6u!poddns sls!ol pooM'slu!ot 1aAeue sleses!ol, ale„pa law swu!op'slu!of pue 10 ergs 104110 up roeq 2 paoeld'002 L MOWS o adQ .UL -1 P 6p a!dde w pue s!u!of 1e'0'02 t SNOWS IlemAp S ad41.9/L-L 411m slslol of sal6ue 14 1e p woos wnsdAo P!2!1S-and.8/S 1aAe! eaed 'a'gtZ swans Ilewfup s ad/4 JP 1 411w Uo..)Z WWW laws 'parleys Iauuego of sal6ue 1g6u w pagdde p1eog wnsdAO pla!4S-O!d (ww 6'SL,.13/5 iake1 aseg 0604 3d'oN 0I!d uoge!aossv wnsdAO ZLL-od 1N 1 ON 061s00 1noH L 2'-8 a 7-0" CLEAR 1 INJW3SYU (1) L )0000000000 00000000000 ZV AONVdf000 \H n 0 \ mnnVlNxx mm ggo ntoq arm tern ,c, A -1 14 O N `H pm \H 7t0 \H o--I \ IH I O Z Kimball Creek Pavilion at High Lonesome Ranch Modifications to Building Section rvsnn to 02/A4.1 File Name: JACKSON & RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: ASI 02 cdc Scale: 1/4". V-0" Date: 0324/10 SK -08 RVSD N 10 H OUTER EDGE OF EAVE AT BOTH ROOF SLOPE CONDITIONS TO ALIGN @ 9-7' ABOVE FINISH FLOOR SYNTHETIC CLASS A SHAKE L ROOF BY DAVINCI OVER ----? WATER K]ELD EAN� CONTINUOUS ICE ANRIAYMENT PLYWOOD SHEATHING ROOF DECK. RE: STRUCTURAL DWGS PREFAB WO TRUSS WITH 2 x 12 RAFTER TAIL METAL DRIP EDGE: FINISH TO MATCH ROOFING 1 x 6 PAINTED HARDITRIM FASCIA OVER SHIM SPACE 2 X 12 CONT. FASCIA. SHIM AS REQUIRED CONTINUOUS SCREENED SOFFIT VENT 1 x 6 STAINED WOOD SOFFIT OVER SHIM SPACE 1 x CONT. WD TRIM 12 @ ORIOLINES 515321 B,C&D w'1 12 ion 6 271321 @ GRIDLINE✓ 465 Vn, MIN R-30 INSULATION 2 x 10 BLOCKING BETWEEN /O RAFTERS, ENSURE 110 MIN CLEARANCE FROM UNDERSIDE OF DECKING TO ACCOMMODATE PATHWAY FOR VENTING 2 X 6 CONT. WD PLATE 5B' PTO GYP. BD. CLG. OVER 6 MIL POLY VAPOR BARRIER WITH A OF 1 PER LESS OVER TRANSMISSION BOTTOMECHORD OF R TRUSS ROOF FRAMING STACKED LOG WALL WITH CONT. SYNTHETIC CHINKING 3/4' THICK STAINED WOOD FLOORING FLOATING OVER 6 MIL VAPOR BARRIER 2 x 6 WD PLATE DONT MTL FLASHING 4 x B TRTD WD PLATE. RE STRCTRL DWGS 013143 5.1 FLR SLOPE FIN. GRAD MW 1/43FT FROM BLDG. TYP. PLYWD SUBFLOORI PE: STRCTRL DWGS WOOD IJOIST FLOOR FRAMING: I�FE: STflLT( ALD GA Y, tOk6110N`-9D: UEI1l4O' OVER TO' FURRING NNELS R-10 MIN. CONTINUOUS 1111) INSULATION SELECT FILL, RE: GEOTECH REPORT CONT. GEOTEXTILE BENTONITE IMPREGNATED PROTECTION MAT OVER CONT VOLTEX WATERPROOFING OVER TREATED CONCRETE WALL CONC SLAB RE'. STRCTRL DWGS SELECT FILL. RE: STRCTRL OWG5 - __ gBGEMEILFLN.R.@_ - PERIMETER CONC. FOOTING, RE. STRCTRL DWGS STONE DRAINAGE BED PERFORATED PERMITER DRAIN PIPE: SLOPE TO DRAIN illl 1111-1111= 1 -+-1111=.1111= —1111— 1 1 1111=1111-1111 I =1111=1111- 111111P. J nball Creek Pavilion at High Lonesome Ranch 3difications to Wall Section sn to 04/A4.2 Name: CKSON 8 RYAN ARCHITECTS 70 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cac Scale: none Date: 03/14/10 ASI 02 SK -09 SCHEDULED ROOF'. RE' 0394 2 METAL DRIP EDGE. FINISH TO MATCH ROOFING 1 s 6 PAINTED HARDITRIM FASCIA OVER SHIM SPACE EXPOSED FACE OF 2 % RAKE FASCIA 1 x 6 STAINED WOOD SOFFIT BEYOND TO FOLLOW CONTOUR OF RAKE SLOPE LOG CONSTRUCTION 92 WALL OUTER EDGE OF EAVE AT BOTH ROOF SLOPE CONDITIONS TO ALIGN 9'4' ABOVE DINING 01 FLR. SCHEDULED ROOF PER 04 Aa 2 OVER CONTINUOUS ICE AND WATERSHIELD UNDERLAYMENT��J��J PLYWOOD SHEATHING ROOF DECK; RE'. STRUCTURAL DWGS TJI RAFTER OR 2 6 RAFTER TAIL, RE STRUCTURAL DWGS METAL GRIP EDGE; FINISH TO MATCH ROOFING 1 x 6 PAINTED HARDITRIM FASCIA OVER SHIM SPACE 251"RA1..DKE ELEVATION =, 2 612 CONT. FASCIA. SHIM AS REQUIRED led chiVW9-922-2.9 V Ilam end joints asi location lv steel116616116 1 x 6 STAINED WOOD trek at the SOFFIT OVER SHIM SPACE g No 11 12 515/32 CAD 49 B.GRIDLINES 12 6 27/32( ® GRIOLINES 165 Uz6 6-3, N00 1) gals steel walls At 1 Channels selFtapgl J Ing steelscrews. W Ne sided the 2a BLOCKING of sgucturel M long gels. 0014 in mels are used bJoints and n alternate, METAL DRIP EDGE FINISH TO MATCH ROOFING 1 x 6 PAINTED HARDITRIM FASCIA OVER SHIM SPACE 2x 10 STAINED RAKE FASCIA OVER SHIM SPACE CONTINUOUS SEALANT MINIMUM 0-50 INSULATION ASSEMBLY, RE: 01/A3 4 1 x 6 STAINED WOOD CEILING FINISH 6 MIL POLY VAPOR BARRIER WITH A TRANSMISSION RATE OF 1 PER OR LESS OVER RAFTER FRAMING 2x 10 BLOCKING BETWEEN RAFTERS: ENSURE 1 MY MIN CLEARANCE FROM UNDERSIDE OF DECKING TO ACCOMMODATE PATHWAY FOR VENTING I x OR 2 x PLATE: RE: STRUCTURAL OWLS LOG CONSTRUCTION 9 WALL 23 1._1,. EAVE DETAIL 'I El SCHEDULED ROOFING OVER UNDERLAYMENT: RE 04/642 PLYWOOD SHEATHING ROOF DECK; RE STRUCTURAL DWGS 2 5 RAFTER. RE STRUCTURAL DWGS x 6 STAINED WOOD SOFFIT Imball Creek Pavilion at High Lonesome Ranch odifications to Section Details 'sn to 13+23+25/A4.2 e Name: ,CKSON & RYAN ARCHITECTS 170 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdc Scale: none Date: 0324/1D ASI 02 SK -10 RVSD 3/24/10 S1N3W38If1O38 V3HV 3343 NIW HOd NVId OI11V 313 :V313V 331:13 %0S NIW :H3/MOl 1‘113W O31NIVd 1N3A OILY SOMO d3W :3H :H3nf1Ql 1Sf1VHX3 d3 02 -=2 >33 03 rc / A nir- x Co \ �)12o Waluop 10°4S Ned dOOU I aina3HIbS N011dlflSN D II°9tut' °.CJ114011,1 •(ca \= 311 4 le/VnsUI of. ^ \'' mm e NS Ny Z 3r �r r V/-171 r r Ul r 1/ 2'-9'; UL FLWCLG ASSMBLY L589 T 2m -n m �II _ RI• t 'Waal =was T z m O m P nailsk 11111�������l.._ N u NN -1DmDO� m -N ON �DmDO� O a Cx SmrZOm 'l L -i rx ZmrZ0m m M mx CrKr 0 O NN Dox Cr3r� O r mO Nx O <@mZ 0C < OC ZNODC-,0 NS ZA ZNODCO O N O~ fTOmm- O OO mm m�Omm-1 r m ZP Ov8iDm r �D 9r Ov�ODO o m OD Nm031ZD ON mD mmzmzDrz n T 9 m Z T t D y D_r ONOomm DF 9r ONOOO mZ m �� ZO1OrrnO Nm m 2Or/)OmO 2 TO om,ny/0 Z NmiDN(il 0 9Z �p2Dm OZ IO2Um 0 N-'mOy 0 0,-.mc, O 010 Mo mN Kimball Creek Pavilion at High Lonesome Ranch Shaft @ Floor/Gelling Assembly Section Detail new detail 1O/A4.1 File Name: JACKSON 8 RYAN ARCHITECTS 2370 RICE BOULEVARD, HOUSTON, TEXAS 77005 Drawn By: cdo Scale: 114 1'-0" Dale: 0324/10 ASI 02 SK -13 E q ,r! as !!r4, T#.. == Insulation Installation Details & General Notes Kimball Creek Pavilion Kimball Creek Ranch Bebeque, Colorado K -Guarantee Inc, P.O. Box 189 Eagle CO, 81631 Phone: 970-524-1648 ®© ti 0 0 Insulation Installation Details & General Notes Kimball Creek Pavilion Kimball Creek Ranch Debeque, Colorado K -Guarantee Inc. P.O. Box 189 Eagle CO, 81631 Phone: 970-524-1648 RPR -02-2010 08:19 From: 9705243000 To:9264781 P.2'9 NCFI Polyurethanes, Div of BMC n4C r I P.O. Box 1528 • Mount Airy, NC 27030 . 800.348-8229 Insu,Star,com POLYURETHANES TECHNICAL DATA SHEET thlti$UQSTi1R. NCFr1 SPRAY FOAM SYSTEM 11-009 HA AlSIlIBIOC• DESCRIPTION: NCFI 11-009 HA is a two component, one-to-one by volume, self -adhering, seamless, hie insulating efficiency spray applied rigid polyurethane foam system. NCFI 11.009 HA is suitable for use on InsutStar and lnsulBloc°i commercial and residential insulation projects. NCR 11-009HA has been designed for use what Building Codes specify Tess than 25 Flame Spread turd less than 450 Smoke Density per ASTM E-84. This NCFI system series has been formulated with ffFC-245fa as the blowing agent and is developed to achieve desired nominal 2 pcf foam density at altitudes above 3500 feet and is available in different speeds. Note that applying foams designed for use at low altitudes at elevations in locations above 3500 fcct will result in a significantly lower density and diminished physical properties. This high altitude formula exists to provide the typical physical properties shown below. The 11-009 series is formulated with an anti -microbial agent to inhibit mold growth. 101303 DISTINGUISHING CHARACTERISTICS: • Excellent Air Barrier • High R -Value • Zero ODP • Excellent Resistance co Maisture Vapor Transmission • High Yields • High Closed Cell Content • Good Dimensional Stability • Meets ASTM E-84, FS525, SD`450 at 2 inch Thickness For proper use of this NCFI insulating material refer to the NCFI Application information and any of the following codes or guides: • ICC, International Building Code, Section 2603 • ICC, International Residential Code, Section 11314 ▪ API Fire Safety Guidelines for Use of Rigid Polyurethane and Pulyisocyouurate Foam Insulation in Building Construction (AX230) TYPICAL PHYSICAL PROPERTIES: Core Density (ASTM min) 2.0 pef Compressive Strength (Asnan1620 22 psi Moisture Vapor Transmission NSTMa9 I 1.8 pernvin Closed Cell Content (riot mass) >90% R value@ 1".era usnaesin 6.4 Muximum Service Temperature 180°F Flammability unwed 1144 2 inch C25 <450 Flame Spread Smoke Dcv Note: The above values are nominal values for typical applications. Free rise core density should not be confused with overall density. Overall densities arc always higher than free rise core densities and take into account skin formation, thickness of application, environmental conditions, etc, 'NCFI 11.009 HA is formulated with an antimicrobial. tiro tack of this page for derails. Polyurethane products mmmfacuurd nr produced from this liquid system nay pitman a se,icus rue huvad if impmperly used or allowed to remain apo&ed or unprotected. The character and magnitude of any such hazard will depend on a broad mngo of Panora, which arc controlled and innucntzd by WO Manufacturing and production process, by the node of application or installation wad by the function and usage of the ptrticular !minium Any fiamnaahlllty rating containedin this literature Is not Intended w reflect heralds preanlyd by this or any other material under actual fire condtdons. Theme ratings arc used solely to mcasum and describe the product's response to heat Dud flume under =trolled Iabornlory conditions. Each person, fan or carpomtioa engaged in the manufacture, production, application. installation or use of any polyurethane product should easefully iktermine whether Mac is a potential lire hasanJ aesncinted with such product in a specific usage, and utilize till appropriate precautionary and safety mdasut S. APR -02-2010 09:19 From: 9705243000 To:9264791 P.3/9 NCFI 11-009 APPLICATION INFORMATION EQUIPMENT ANI) COMPONENT RATIOS: It is preferred that this system be processed with Greco Polyurethane Spray Equipment. NCH R-11-009 HA is connected to the resin pumps with NCFI A-11-009 HA being connected to the isocyanate pumps. The proportioning pump ratio is 1 -to -1. Greco pm heater and hose temperature should be set at 130°F to give a gond pattern. For high-pressure equipment, temperature settings may be slightly lower. STORAGE AND USE OF CHEMICALS: Store above 35W, keep temperature of chemicals above 70 for several days before use. Cold chemicals can cause poor mixing, pump cavitations or other process problems due to higher viscosity at lower temperatures. Storage temperature should not exceed 90°F. Do not store in direct sunlight. Keep drums tightly closed when not in use and under nitrogen pressure of 2-3 psi after they have been opened. The shelf life of NCFT 11-009 HA is six months. SAFE HANDLING 01? LIQUID COMPON RNTS: Use caution in removing bungs from the container. Loosen the small bung fast and let any bulk up gas escape before completely removing. NClrt. R -IO -009 HA component will froth at elevated tempefatures. Avoid prolonged breathing of vapors. In case of chemical contact with eyes, flush with water for at least 15 minutes and get medical attcmtiun. For further information refer to API Bulletin AX205: Working with MDI and Polymeric: MDI: What you should know (www.polyurcthanc.nrg). PREPARATION OF STIRFACE TO BE SPRAYED: 11-009 HA can be applied to most construction materials including wood, masomp, concrete. metals and composite panels, All surfaces to be sprayed should be clean, dry, and free of dew or frost. All metal to which foam is to he applied must he free of oil, grease, ctc. OPTIMUM ADHESION TEMPERATURE OF SURFACE TO BE SPRAYED: On general work where the surface to be Npraycd will remain at ambient temperature or cooler, the surface should be between 30°F and 90°F. In this range the warmer the surface the better the adhesion. In some cases the surface may require a primer. When surfaces are cooler, the spray applicator should spray a test arca approximately 20 square fcct and check for proper adhesion and cell structure. if both are satisfactory, then the spray application may continue. If adhesion is poor on cooler surfaces, a flash coat may be applied with the second coat following as soon as the original coat is tacky to the touch. Verify that adhesion and cell stnlottrre are satisfactory. WEATHER P'ROTEC•l'I.ON OF FINISHED FOAM: The finishtxl surface of sprayed polyurethane fou n should be protected from adverse effects of ultraviolet rays of direct sunlight, which can cause dusting and discoloration. Protective coatings designed for use with urethane foam is available. VAPOR BARRIER PROTECTION ON COLD STORAGE WORK: When sprayed polyurethane foam will be subjected to temperatures below 32°F, a barrier coating of 0.05 perms nr lnwer is required on the "wane" side. (In the case of brick, cement, cinder block or wood this coating is applied to the substrate prior to the foaming --unless the substrate is steel in which case no barrier coating is required.) CODE -COMPLIANT FIRE RESISTANCE: Where foam is sprayed over large areas of building interiors, building codes require the installation of an approved thermal barrier between the foam plastic insulation and the occupied space. VP gypsum board or other tested and approved material may be installed as a thermal barrier. Refer to specific building codes for '40f1 11-009 HA is formulated with an anti-miembinl ingsedicnt to inhibit the growth of molds that may affect this product The ansimierobial pmpertic du not paged occupauls of spaces insulated with 11.009 ILA from potential deletnimu enbcts of molds, mold spores, or disease ottmnisnts that may be present in the environment FOR ANY QUESTIONS REGARDING THE ABOVE RECOMMENDATIONS CONTACT NCFI The inthrmu[ion on our dub abouts is to assist customers in determining whether our products are suitable fur their applicntions. The customers must satisfy themselves as to the suitability for speciIc cats. NCI7 warrants only that the material shall mea its specifications; this warranty is in lieu of all other written or unwritten, empressed or implied wosrunties and NCFI expressly disclaims any warranty of memlwmubility, fitness for a particular purpose, or freedom from potent infringement. Aeumlingly, buyer MIMICS nil risks Whatsoever nt to the use of the material, Buyer's exclusive nmRiy as to any breach of warranty, negligence or otter claim shall be limited to she purchase price of the maemo!. Failure In adhere strictly to any recommended Noce -dams shun relieve NCFI of all liability with nxlwd In Ila malarial or Ibe we thereof RPR -02-2010 08:20 From: 9705243000 To:9264791 P.4,9 ES ERE UATION Most Widely Accepted rind Trusted ICC -ES Evaluation Report ESR -1615 Reissued March 1, 2010 This report is subject to re-examination in one year. www.icc-es.orq j (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07210—Building Insulation Section: 07280—Water-resistive Barriers REPORT HOLDER: NCFI POLYURETHANES POST OFFICE BOX 1528 MOUNT AIRY, NORTH CAROLINA 27030 (336) 789-9161 www,no0.com J a s o n, h o e rte rAnc f i. n e t EVALUATION SUBJECT: INSULSTAR° AND IN6ULBLOC° SPRAY -APPLIED POLYURETHANE INSULATIONS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2009 International Building Code® (2009 IBC) • 2009 International Residential Coda° (2009 IRC) ■ 2009 International Energy Consorvotion Code (2009 IECC) • Other Codes (see Section 8) Properties evaluated: ■ Surface -burning characteristics • Physical properties ■ Thermal resistance is Attic and crawl space installation ■ Air permeability • Water vapor transmission • Water -resistive barrier ■ Fire -resistance -rated construction ■ Exterior walls in Type I through IV construction 2.0 USES InsulStere and InsulBloc° spray -applied polyurethane foam insulations are used as thermal insulating material in Type I, II, III, IV and V construction under the IBC and dwellings under the IRC. The insulations are for use in wall cavities, floor/ceiling assemblies and, when installed in accordance with Section 4.3, in attic and crawl spaces. Insu:Star and InsulBloc° insulations may be used as a vapor retarder. air barrier andlor as an air -impermeable insulation when applied in accordance with this repurt. When installed In accordance with Section 4.4, the insulations may be used as alternatives to water -resistive barriers required in IBC Section 1404.2 and IRC Section R703.2. The insulations may be used in fire -resistance - rated walls when construction is in accordance with Section 4.6. 3,0 DESCRIPTION 3.1 General: InsulStar° and InsulBloc° are two -component, dosed -cell, one -to -one -by -volume spray polyurethane foam systems with a nominal density of 2 pct (32 kg/ms). InsulStar and InsulBloc° insulation's liquid components are supplied in nominally 55 -gallon (208 L) drums, labeled as 'A" component or "R" component, The insulation components have a shelf life of six months when stored at temperatures between 70°F (21°C) and 90°F (32°C). 3.2 Surface-buming Characteristics: The Insulation, at a maximum thickness of a inches (102 mm) and a nominal density of 2 pef (32 kg/m3), has a flame -spread index of less than 25 and a smoke - developed index of less than 450 when tested in accordance with ASTM E 84. Thicknesses of up to 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when covered with minimum'/rinch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with, and installed in accordance with, the applicable code. 3.3 Thermal Transmission Ft -values: The InsulStaf and InsulBloc° insulations have thermal resistance R -values, at a mean temperature of 75°F (24°C), as shown in Table 1. 3.4 Air Permeability: InsulStar° and InsulBloc° spray -applied polyurethane foam Insulations, at a minimum thickness of 1 inch (25.4 mm), are considered air -impermeable insulations in accordance with Section R806.4 of the IRC, based on testing in accordance with ASTM E 283. 3,5 Vapor Retarder: The foam plastic has a vapor permeance of less than 1 perm (5.7 x 10-" kg /(mzsPa)), when applied at a minimum thickness of is/10 inches (33.3 mm) and qualifies as a Class II vapor retarder as defined in IRC Section R202. 3.6 Aldocoat1° 757 Intumescent Coating: Aldocoat° 757 intumescent coating is manufactured by Aldo Products Company and is a wator-based latex Evnllnlll011 Rrpnrlx am not to be CnnrlMMrat representing aesthetics or any other aitrlbt er hill specially ardr:ced nnr are they Iv be construed �� at on endorrrmanl nrrhn ruhlueI of the report or a recormendnllon for or urn Mars 11 HO wnrmnry by /CC r:Yalludian Sumer Inc. emrea nr Mnliw..a CCM RPR -02-2010 08:20 From: 9705243000 To:9264761 P.5/9 ESR -1615 I Most WidclyAccepted and Trusted coating with specific gravity of 1.4. Aldocoat° 757 is supplied in 5 -gallon (19 L) pails and 55 -gallon (208 L) drums and has a shelf life of six months when stored in a factory -sealed container at temperatures between 40°F (4,5°C) and 90°F (32°C). 4.0 INSTALLATION 4.1 General: InsulSlare and Insulated° insulations must be installed in accordance with the manufacturer's published Installation instructions and this report. The manufacturer's published installation instructions and this report must be strictly adhered to, and a copy of the instructions must be available at all times on the jobsite during installation. InsulStar° and InsuIBlocV insulations must be spray - applied on the jobsitc using a volumetric positive displacement pump as identified in the NCFI application manual. The insulation components must be stored at temperatures between 70°F (21°C) and 90°F (32°C) for several days before application. The insulation must not be used In areas that have a maximum in-service temperature greater than 180°F (82°C). The foam plastic must not be used In electrical outlet or junction boxes or in direct continuous contact with water. 4.2 Thermal Banter The InsulStar° and InstiBloce insulations, with a maximum nominal thickness of 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities. must be separated from the Interior of the building by an approved thermal barrier of minimum 0.5 -inch -thick (12.7 mm) gypsum wallboard or an equivalent 15 -minute thermal barrier complying with and installed in accordance with the applicable code. Within an attic or crawl space, installation must be in accordance with Section 43. 44 Attics and Crawl Spaces: 4,3.1 Application with a Prescriptive Ignition Barrier. When InsulStar® and InsuIBIOce insulations are installed within attics or crawl spaces Where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5,4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code. and must be installed in a manner so that the foam plastic Insulation Is not exposed. InsulStar° and InsulBloce Insulations as described in this section may be installed in unvented attics in accordance with IRC Section R806.4. 4.3.2 Application without a Prescriptive Ignition Barrier: Where InsulStar° and Insulated(' insulations are installed in accordance with Sections 4.3.2.1 and 4.3.2.2, the following conditions apply: a. Entry to the attic or crawl space is to service utilities, and no storage is permitted. b. There are no interconnected attic or crawl space areas. c. Air In the attic or crawl space is not circulated to other parts of the building. d. Attic ventilation Is provided when required by IBC Section 1203.2 or IRC Section R806, except when air - impermeable insulation is permitted In unvented attics in accordance with Section R806.4 of IRC. Under -floor (crawl space) ventilation is provided when required by Inn Qori:nn 1907 2 nr IRC S:nrtinn QArla 1 oe Page 2 of 5 e. Combustion air is provided in accordance with IMC (International Mechanical Code°) Sections 701 and 703. 43,2.1 Application with Intumescent Coating: In attics, InsulStar10 and InsulBloce insulations may be spray- epplied to the underside of roof sheathing or roof rafters, and/or vertical surfaces; and in crawl spaces. InsulStar° and InsulBloc° insulations may be spray -applied to tho underside of floors and/or vertical surfaces as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 16 inches (406 mm), The thickness of the foam plastic applied to vertical surfaces must not exceed 10 inches (254 mm). The foam plastic must be covered with a minimum nominally 10 -mil (0.25 mm) wet film thickness of the Aldocoat° 757 intumescent coating described in Section 3.6. Tho Aldocoate 757 intumescent coating must be applied over the InsulStar° Insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must he dry, clean. and free of dirt, loose debris and any other substances that could interfere with adhesion of the coating. The Aldocoate 757 coating is applied with a medium-size nap roller, soft brush or conventional airless spray equipment at a rate of 1 gallon (3.38 1) per 100 square feet (9.3 m2) to obtain a recommended minimum dry film thickness of 7.5 mils (0.19 mm)110 wet mils (0.25 wet mm)). The coating must be applied when ambient and substrate temperatures are within a range of 50°F (10°C) to 90°F (32°C), and requires a 24-hour curing time. The insulations may be installed in unvented attics as described in this section in accordance with IRC Section R006.4. 4,3.2.2 Application without Intumescent Coating: InsulStar® and InsulBloce insulations may be spray - applied to the underside of roof sheathing or roof rafters and/or vertical surfaces; and in crawl spaces, InsulStar and InsulBloce insulations may be spray-appiled to the underside of floors and/or vertical surfaces as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 16 inches (406 mm). The thickness of the foam plastic applied to vertical surfaces must not exceed 11.5 inches (292 mm). The insulations may be installed in unvented attics as described in this section in accordance vAth IRC Section R806.4. 4.3.3 Use on Attic Floors: InsulStar° and InsulBloce insulations may be installed exposed at a maximum thickness of 11.5 inches (292 mm) between joists in attic floors. The InsulStar° insulation must be separated from the interior of the building by an approved thermal barrier. The ignition barrier in accordance with IBC Section 2603.4.1.6 and IRC Section R316,5,3 may be omitted. 4.4 Water—resistive Barrier; InsulStar° and InsulBloce spray -applied polyurethane foam insulations may be used as the water -resistive barrier prescribed In IBC Section 1404.2 and IRC Section R703.2, when installed on exterior walls es described in this section. InsulStar° and InsulBloce foam plastic must be spray -applied to the exterior side of sheathing, masonry or other suitable exterior wall substrates to form a continuous layer of 1 inch (25.4 mm) minimum thickness- All construction joints and penetrations am to be completely sealed with InsulStar° or InsulBloce. 4.5 Exterior Walls of Type I, II, III, and IV Construction: RPR -02-2010 08:20 From: 9705243000• To:9264781 P.6/9 ESR•1615 I Most WidelyAccepted and Trusted foam Insulations must comply with Section 2603.5 of the IBC at a maximum thickness of 5 inches (127 mm), when installed per the manufacturers published installation instructions and thls report. The potential heat of the foam plastic in any portion of the wall or panels must not exceed the potential heat, expressed in Btu& (MJ/m2), of the foam Insulation contained in the wall assembly tested in accordance with NFPA 285. The potential heat of InsulStar° and InstilBloc spray -applied foam plastic insulations Is 1989 BtutR' (22,6 MJ/m2) per inch of thickness. 4.6 One-hour Fire -resistance -rated Wall Assemblies (Load-bearing): InsulStar° and lnsul8loc spray-applled polyurethane foam insulations may be installed on load-bearing one- hour fire-resistance-reted walls (see Figures 1 and 2), provided the system is installed in accordance with the following; 4.6.1 Wood Framing: Nominally 2 -by -4 wood studs (kiln dried No. 2 spruce -pine -fir) spaced a maximum of 16 inches (406 mm) on center. 4.6.2 Wall Finish (both faces): Two layers of 5A -inch - thick (16 mm) Type X gypsum sheathing complying with ASTM C 36 or ASTM C 1396, 4 -feet -wide (1219 mm), installed vertically as follows: Base layer fastened to studs (with joints centered over studs) and plates with 6d coated nails, 11A -inch -long (48 mm) spaced 7 Inches (178 mm) on center or 1'/8 inches (48 mm) long Type $ or W steel screws spaced 6 inches (152 mm) on center. Face layer fastened to base layer at the edges with 15/s -inch -long (41 mm) Type G screws at 8 inches (203 mm) on center and to studs with 21/2 -inch -long (64 mm) Type S steel screws at 12 inches (305 mm) on center in the field, or face layer fastened to studs with 21/2 inch -tong (64 mm) Type S steel screws at 8 inches (203 mm) on center on the edges and 12 inches (305 mm) on center in the field. Face layer joints must be offset a minimum of 24 inches (610 mm) from base layer joints. All joints. screw or nail heads must bo covered with joint tape and two coats of joint compound in accordance with GA -216 or ASTM C 840. As shown in Figure 1, the exterior face of the wall can be finished with one layer of (11 mm) oriented strand board (OSB) in lieu of two layers of Type X gypsum wallboard as shown in Figure 2. The 056 must be fastened to studs with 11/8- inch-long '/a-inch-long (48 mm), Gd coated nails spaced 7 inches (178 mm) on center. 4.6.3 Insulation: InsulStar° or InsulBloc° foam is applied in the stud cavity at a maximum thickness of 3.5 inches (89 mm). 5.0 CONDITIONS OF USE The InsulStar° and InsulBloc° insulations described in this report comply with, or are suitable alternatives to what is specified in, those codes listed In Section 1.0 of this report, subject to the following conditions: 5.1 InsulSter° and InsulBloc° insulations and Aldocoat° 757 intumescent coating must be installed in accordance with the manufacturers published installation instructions, this evaluation report and the applicable code. The instructions within this report govern if there are any conflicts between the manufacturer's published Installation instructions and this report. 5.2 InsulStar° and InsulBl0o° insulations must be Page 3 of 5 Section 4.2, except when installation is in attics and crawl spaces as described in Section 4.3. 5.3 The spray -applied insulations must be protected from the weather during application. 5.4 The spray -applied insulations must be applied by installers certified by NCFI Polyurethanes. 5.5 Use of the insulation In areas whore the probability of termite Infestation is 'very heavy- must be In accordance with IBC Section 2603.8 or IRC Section R318.4, as applicable. 5.6 Jobslte certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections, 303.1.1. and 303.1.2, as applicable. 5.7 InsulStar° and InsulBloc° insulations at a 15/16 -inch (33.3 mm) thickness or greater is a Class 11 vapor retarder as defined in IRC Section R202 and IECC Section 202. 5.8 When InsulStar° and InsulBloc° insulations are used as water -resistive barriers, they must be protected from ultraviolet (UV) light exposure in accordance with NCFI's written instructions. 5,9 When use is on buildings of Type I, II, III or IV construction, documentation must be submitted to the code official verifying that the insulation has been qualified as a component of an assembly tested In accordance with IBC Sections 2603.5.1 (unless constructed in accordance with Section 4.6), 2603.5.5 and 2603:5.7. The maximum potential heat of the foam plastic used in the assembly must be no greater than that noted in Section 4.5. 5.10 InsulStar° and InsulBloc°insulations are produced in Mount Airy, North Carolina, and Clearfield, Utah, under a quality control program with Inspections by PRI Construction Materials Technologies, LLC (AA - 709). 6.0 EVIDENCE SUBMITTED 6,1 Data in accordance with ICC -ES Acceptance Criteria for Spray-epplled Foam Plastic Insulation (AC377), dated June 2009, Including reports of tests in accordance with Appendix X of AC377. 6.2 Reports on room corner fire tests in accordance with NFPA 286. 6.3 Reports on air leakage tests in accordance with ASTM E 283. 6.4 Reports on water vapor transmission tests in accordance with ASTM E 96. 6.5 Reports on firo tests of building construction and materials in accordance with ASTM E 119. 6.6 Reports of potential heat of the foam plastics tests In accordance with NFPA 259. 6.7 Data in accordanco with the ICC -ES Acceptance Criteria for Foam Plastic Sheathing Panels Used as Water -resistive Barriers (AC71), dated February 2003 (editorially revised June 2008). 6.8 Reports of firo propagation characteristics tests in accordance with NFPA 285. 7.0 IDENTIFICATION Components of the InsulStar° and InsulBloce insulations RPR -02-2010 08:21 From: 9705243000 To:9264781 - P.7/9 ESR -1615 I Most W,dely Accopted and Trusted product trade name (InsulStar or InsutBloc°). use and application instructions; the density; the flame -spread and smoke -development Indices; the evaluation report number (ESR -1615); and the name of the inspection agency (PRI Construction Materials Technologies LLC). Aldocoat° 757 intumescent coating is identified with the manufacturers name (Aldo Products Company, Inc.) and address; the product trade name (Aldocoat 757); use instructions; and the name cif the inspection agency (PRI Construction Materiels Technologies LLC). 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the codes referenced in Section 1.0, the products in this report were evaluated for carnelian= with the requirements of the following codes: • 2006 International Building Code°(2006IBC) • 2006 Intonational Residential Code° (2006 IRC) Page 4 of 5 • 2006 International Energy Conservation Code° (2006 IECC • 2003 International Building Code° (2003 IBC) • 2003 International Residential Code (2003 IRC) • 2003 International Energy Conservation Code (2003 IECC) 8.2 Uses: The products comply with the above-mentioned codes as described in Sections 2.0 through 7.0 of this report except as noted below. • Application with a Prescriptive Ignition Barrier: See Section 4.3.1, except attics and crawl spaces must be vented in accordance with the applicable code. is Application without a Proscriptive Ignition Barrier: See Section 4.3.2, except attics and crawl spaces must be vented in accordance with the applicable code. TABLE 1—THERMAL RESISTANCE (R -VALUES) THICKNESS (inches) R -VALUES (°F.N'.hlBtu) ASTM C 51B TESTED VALUES 1 6.8 4 25 — CALCULATED R -VALUES' 2 13 3 19 3.5 22 4.75 30 5 32 6 38 7 45 7.5 48 8 51 9 57 10 64 11 - 70 115 73 12 76 18 102 For 51: 1 inch = 25.5 mm; 1 •F.tt'.hBtu = 0.176 110 °Km`/W. 1Calculated R -values aro based on tested K•values at 4 -inch thickness. APR -02-2010 08:21 From: 9705243000 To:9264781 P.9,9 E `ICC EVALUATION vs SERVICE Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1615 Supplement Issued March 1, 2010 This report is subject to reexamination in one year. www.ice-es.orq 1 (800) 423-6587 1 (562) 699.0543 A Subsidiary of the International Code Councilo DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section; 07210—Building Insulation REPORT HOLDER: NCFI POLYURETHANES POST OFFICE BOX 1528 MOUNT AIRY. NORTH CAROLINA 27030 (336)789.9161 www.nefi.cum Jason. h oerter@nofi.cOm EVALUATION SUBJECT: INSULSTAR°AND INSULBLOC° SPRAY -APPLIED POLYURETHANE INSULATIONS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2007 Florida Building Code --Residential is 2007 Florida Building Code—Building Properties Evaluated: • Surface -burning charactedstics ■ Physical properties ■ Thermal resistance • Attic and crawl space installation • Air permeability ■ Water vapor transmission ■ Water -resistive border ■ Fire resistance -rated construction • Exterior walls In Type 1 through IV construction 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the InsulStar° and InsulBloce spray -applied polyurethane foam Insulations described in Sections 2.0 through 7.0 of the master report comply with the 2007 Florida Building Code—Building (FBCB) and the 2007 Florida Building Code—Residential, when designed and installed in accordance with the master evaluation report, InsuIStare and InsulBloc° spray -applied polyurethane foam insulations may be used in the High -Velocity Hurricane Zone, except that within attic or crawl space where entry Is made for service of utilities, exposed foam plastics must be protected against Ignition as required in Section 2612.3.2.6 of the FBCB. InsulStare and InsulBloc° spray -applied polyurethane foam insulations used in exterior walls of multistory buildings located in the High -Velocity Hurricane Zones must comply with Section 2612.3.2.4 of the FBCB. For products falling under Florida Rule 96-72, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for tho type of inspections being conducted Is the responsibility of en approved validation entity (or the code official when the report holder docs not possess en approval by the Commission). This supplement expires concurrently with the master report issued March 1, 2010. ICCESZvaIua✓m Report! are not to be conin,Wus representing aesthetics oeany alter not specifically addressed, nor are they go be connrued me, as an endorsenrnv{thu.radio 4f thereport or n reconmrendalion for as rue. lbw is no warranty by ICC Evaluation Service. Ina. fires or implied, as RPR -02-2010 08:21 From: 9705243000 To:9264781 P.8/9 ESR -1615 I Most Widely Accepted and Trusted Page 5 of 5 FIGURE 1 NON -SYMMETRICAL ONE-HOUR FIRE RESISTANCE -RATED WALL ASSEMBLY Gypsum wallboard. Typo X. 5/5 -Indy Iwo toyer,. alopparad joints, nailod or aaowod as apodbod in ESR 1615. Soc ion 4.6. INTERIOR Wood Pitt. nom 2e4 EXTERIOR OSB. 7116 jnrh InpldSly orinoulBIoGSPF Dm/ INcknCSS frau partial 611 to (u6 thickness FIGURE 2 SYMMETRICAL ONE-HOUR FIRE RESISTANCE -RATED WALL ASSEMBLY Gws+mi wafbuwd. Topa X. 5/8.inch. two layers. skippered / joinll nailod or eauwod oa speckled In FSR 1615. Section 4.6 ej •sr ri ol�y:it 1 : •rd,s dI ;N, tist st t>shshttsstssttsr:Tistjstts:=t= _..._:1 zi•:•:t::t:t:=:�::��{:... :Li:_:[' WOW 4Wda. MM. 2,4 \ Gypsum wallbo fd, Typo X. 5/6+adt. Iwo k.yaa, alappred joints. nailed or ocfewe4 01 aped6nd In ESR 1615 InaWSlsr or htt.4BloG SPF arty Ihldmosa from porno' 611 to full thickness Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building. Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs 1 Mill Levy Revenues Detail Tax Area 029 Account Number R290019 Parcel Number 241513400002 2008 Mill Levy 32.108 Owner Name and Mailing Address #13 ENTERPRISES, LLC 1218 WEBSTER STREET HOUSTON, TX 77002 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:13-7-99 DESC: LOTS 6,8,10,4, SWNW, N2SW, LOT 12, SE; SEC 14 N2NE, SENE, NESWNE, NENESE, NENWNESE; SEC 11 NWSW, S2SW, SWSE; SEC 10 W2NW, SENW, SWNE, N2SE; SEC 9 S2NW, W2NE, E2NE; SEC 8 SWNW, SENW, NENE,S2NE; SEC 7 TR. 38, SENE, NESE; DESC: 7-100: SEC 9 SENW, NESW, SWSE, N2SE, SENE; SEC 10 SWNW, SENW, SWNE, SENE; SEC 11 S2N2; SEC 12 52N2 DESC: 7-98: SEC 17 NE, NENW, S2NW, N2SW; SEC 18 LOTS 3,4,7,9,11,13 & E2SW, N2SE, SWSE SUC:R045087 BK:491 PG:347 BK:0568 PG:0489 BK:0493 PG:0155 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=241513400002 5/27/2009 Parcel Detail Page 2 of 4 BK:0493 PG:0150 BK:0492 PG:0606 BK:0492 PG:0601 RECPT:738899 RECPT:738898 RECPT:738897 RECPT:738896 RECPT:738894 RECPT:738893 RECPT:738892 RECPT:738891 RECPT:738890 RECPT:738889 RECPT:738888 BK:0722 PG:0542 Location Physical Address: 5466 202 COUNTY RD DEBQUE Subdivision: Land: Land Acres: 2900.72 Land Sq Ft: 0 Section 586,720 Township Range 13 7 99 2009 Property Tax Valuation Information Additional Value Detail Most Recent Sale Sale Date: Sale Price: 12/4/2007 1,764,112 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 4 0 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=241513400002 5/27/2009 Actual Value Assessed Value Land: 79,770 23,130 Improvements: 506,950 45,940 Total: 586,720 69,070 Additional Value Detail Most Recent Sale Sale Date: Sale Price: 12/4/2007 1,764,112 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 4 0 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=241513400002 5/27/2009 Parcel Detail Page 3 of 4 I I Residential Building Occurrence 1 Characteristics Amount UNFINISHED BSMT: 300 2 STORY: 1,632 2 STORY W/ BASEMENT: 300 TOTAL HEATED AREA: 3,864 FARM/RANCH RESIDENCE - : ABSTRACT CODEIMPS ARCHITECTURAL STYLE: 2 -STORY EXTERIOR WALL: WD SIDING EXTERIOR WALL: CONC BLOCK ROOF COVER: BUILT-UP ROOF STRUCTURE: FLAT INTERIOR WALL: DRYWALL FLOOR: SHT VINYL FLOOR: CARPET HEATING FUEL: GAS HEATING TYPE: FORCED AIR STORIES: STORIES 2.0 BATHS: 3.5 ROOMS: 8 UNITS: 1 BEDROOMS: 4 YEAR BUILT: 1952 Additional Residential/Commercial Improvement Detail Tax Information Tax Year Transaction Type Amount 2008 Tax Payment: Whole ($2,050.40) 2008 Tax Amount $2,050.40 2007 Fee Payment ($50.70) 2007 Interest Payment ($111.43) 2007 Interest Charge $111.43 2007 Tax Payment: Whole ($1,857.20) 2007 Fee Charge $50.70 2007 Tax Amount $1,857.20 2006 Tax Payment: Whole ($1,693.60) http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=241513400002 5/27/2009 Parcel Detail Page 4 of 4 2006 I Tax Amount $1,693.60 2005 Tax Payment: Whole ($2,158.14) 2005 Tax Amount $2,158.14 2004 Tax Payment: Whole ($2,477.72) 2004 Tax Amount $2,477.72 2003 Tax Payment: Whole ($3,028.88) 2003 Tax Amount $3,028.88 2002 Tax Payment: Whole ($3,170.20) 2002 Tax Amount $3,170.20 2001 Tax Payment: Whole ($3,143.22) 2001 Tax Amount $3,143.22 2000 Tax Payment: Whole ($3,510.98) 2000 Tax Amount $3,510.98 1999 Tax Payment: Whole ($4,349.74) 1999 Tax Amount $4,349.74 Mill Levy Revenues Detail Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=241513400002 5/27/2009 Project Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Permit NO. SEPT -8-09-1192 Permit Type: Septic Permit Work Classification: New Permit Status: Approved Issue Date: NOU sue — Exptfi EO1/01/2999 Subdivision �• l ' C77 / Section Township Range CR 202 DeBeque, CO 241513400002 Owner Information Address Phone Cell #13 Enterprises PO Box 88 DeBeque CO 81630- (970)283-9420 (970)283-1150 Contractor(s) Phone Primary Contractor Mountain Estates Builders (970)926-4780 Yes Proposed Construction / Details FEES DUE Fee Septic Fee - New Total: Amount $73.00 $73.00 Valuation: Total Sq Feet: $ 0.00 0 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # SEPT -8-09-19643 $ 73.00 $ 73.00 5�21// 1.2 Required Inspections: For Inspections call: 1(970)384-5003 Inspection IVR See Permit Record Building Department Copy Tuesday, August 4, 2009 2 GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.gartield-county.com 1 ) Parcel No: (this information is available at the assessors office 970-945-9134) 2_4-1 I , C �L 2 Building Permit N: Job Address: (if an address has not been assigned, please provide Cr, H y 9r Street Name & City) or and legal description NEI _ree f7-__r,� 990-. �. 2 £ 4,ei &oi 3 q Lot Size: Lot NO: Block No:,,Subd.! Exemption: / S.7 / dive— PU: cAkt.��,.e,o- , v 0t6 t t- e 4/— 4 j Owner: (property owner) tfr/3 £/1/04994/ae Mailing Address c/k jQ Po�6DX88 /)eh,'� 6 Ph: 9101;1J-9' ,,,o Alt Ph: �, ,-.1�3-//1G 5 C n actor. n / O / /7 14a)/,1j,V eji?i r:i aff/il�°.rr. Mailing Address . Fdrt) p,rr/r l D /,3/ iv -72J/ J 144/e A 'ZD 3 h % '?,P -1,2Z, -/7i19 Alt Ph: 6 Engineer: .12.(A- rt/' oy t'v�iN -451ler_ Mailing Ad ress NicK , r c 7704-- Molted- /fad` rrs/e Z/o Ph: 7/3'S a4`55/1(0 Alt Ph: 7 PERMIT REQUEST FOR: New Installation ( ) Alteration ( ) Repair 8 WASTE TYPE: welling ( )Transient Use ( )Commercial )Other - Describe or industrial ( )Non- Domestic wastes 1 %I' 9 IC -1/4/4 BUILDING OR SERVICE TYPE: ?w ✓�/,DN 6J/ ,r4r7�/AG/J/? If r9 c- 1 4-� Number of bedrooms 0 Garbage Grinder (Wes ( )No 10 SOURCE & TYPE OF WATER SUPPLY: If supplied by COMMUNITY WATER, give name (WELL ( }SPRING ( )STREAM OR CREEK ( )CISTERN of supplier: 11 DISTANCE TO NEAREST COMMUNITY SEWER Was an effort made to connect to the Community System? SYSTEM: 1 Z- III /1? I /VD YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: FT° Depth to 10 Ground Water Table/4) y1h /f ( 02t Percent Ground Slope /Q7 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: (Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet ( )Other- Describe 14 FINAL DISPOSAL BY: MAbsorption trench, Bed or Pit ( )Underground ( )Wastewater pond ( )Other- Dispersal ( )Above Ground Dispersal ( }Evapotranspiration ( )Sand filter Describe 15 Will effluent be discharged directly into waters of the state? ( )YES (j(t1NO 16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes -" per inch in hole No.1 Minutes //. 5' per inch in hole No.3 o._ L, a, c/J 1 � z/, / G1hcif t.4/24 Minutes ZZ . "_ per inch in le No.2 Minutes per incli in hole Name, address & telephone of RPE who made Name, address & telephone of RPE responsible soil absorption test: %j /tie n 4 j /2,2-9 M . ,f'41 to for design of the system: f//irye 4 g 'P -i-5//- 4,6 g I- 17 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and leeqaall action ---- for perjury as provid d law. OWNEkS SIGNATURF� DA/fE STAFF USE ONLY Permit Fee:ri.,.. .2.),6,„ ) Perk Fee: Total fees: 93,0 Building Permit N: Septic Permit #: q Issue Date: Bu'1 'ng & Pla nDept,,:��,,^,� j (6/1/0q, APP OVAL DATE Receipt Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 pteturn to: Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Owner's Information Colin Kenney #13 Enterprises PO Box 88 DeBeque, CO 81630 - Invoice Number: SEPT -8-09-19643 Invoice Date: August 03, 2009 Permit Number: SEPT -8-09-1192 Bond Number: Comments: Date Fee Name 08/03/2009 Septic Fee - New Fee Type Fixed Fee Amount $73.00 Total Fees Due: $73.00 Payments Date Pay Type 08/04/2009 Check Check Number Amount Paid 2013 $73.00 Change $0.00 Total Paid: $73.00 Total Due: $0.00 Tuesday, August 4, 2009 REIINO INC.F 9GI VEERING, I1VC Individual Sewage Disposal System for Kimball Creek Lodge The High Lonesome Ranch PREPARED FOR: The High Lonesome Ranch PO Box 88 Debeque, CO 81630 SUBMII"1 hD TO: Garfield County Building & Planning Department 108 8 Street Glenwood Springs, Colorado 81601 April 23, 2009 Rhino Engineering, Inc. Project # 28071.02 1229 North 23rd Street, Suite 201 Grand Junction, CO 81501 (970)241-6027 April 23, 2009 1229 North 23rd Street, Suite 201 • Grand Junction, Colorado 81501 (970) 241-6027 • Fax: (970) 256-7992 www.rhinoengineers.com • email: reinc23@gwest.net Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Re: Individual Sewage Disposal System Kimball Creek Lodge The High Lonesome Ranch To Building and Planning Department: The design for the individual sewage disposal system, located at The High Lonesome Ranch, accessed via Garfield County Road #202, north of Debeque, Colorado, is attached. The site is located about 8 miles from the Roan Creek Road turnoff. The design includes wastewater projections for Ranch guests and staff employees for temporary stays. The design includes a seepage bed design, utilizing native soils where possible. The surface two feet of existing soils shall be excavated prior to the placement of gravels and piping. Existing soils will be used for the "cap" over the system. Perc tests were completed by Huddleston -Berry Engineering & Testing, LLC in February 2009. The soils vary from silty sands with gravels to clayey sands with gravels. Because of the satisfactory perc test results, the geotechnical engineers recommend utilizing native soils. The enclosed wastewater design is based on this recommendation. There is no seasonal water table that affects this ISDS system. If you have any questions, please call me at 97 Sincerely, RHINO ENGINEERING, INC. By: John E. Kornfeld, P.E. Project Engineer Enclosures xc: Jason Frey, Mountain Estates Builders File: Wastewater Design/Kimball Creek Lodge at The High Lonesome Ranch Serving Colorado, Utah & Nevada Wastewater Design Data Sheet Kimball Creek Lodge The High Lonesome Ranch Percolation Test Results The report discussing percolation tests that were performed by Huddleston -Berry Engineering & Testing, LLC is dated February 26, 2009. The soils included silty sands with gravels and organics at the surface to silty sands with gravels to clayey sands with gravels in the underlying layers. The surface soils are about one and one-half feet in thickness. Three (3) test pit locations were explored to determine percolation tests. TP -1 had perc results at the surface of 5 minutes/inch; the 3 feet depth had perc results of 22.2 minutes/inch; and the 6 feet depth had perc rates of 11.8 minutes/inch. TP -2 had perc results at the surface of 12.5 minutes/inch; the 3 feet depth (15.1 minutes/inch). TP -3 had perc results at the surface of 2.8 minutes/inch; at the 3 feet depth (13.7 minutes/inch). Perc test results are attached. The soils are not affected by a seasonal water table or groundwater. Groundwater was not encountered during the excavation. Per recommendations of the geotechnical engineering report, the existing soils are suitable for onsite sewage disposal. Design Data According to Table 1 "Quantities and BOD Strength of Sewage for Various Types of Uses" of' Garfield County Building and Planning Department, the following are calculations for sewage flow. A total of 8 tents are planned. A maximum of 16 people (guests) or 2 guests per tent are estimated at any given time. Three (3) staff employees are anticipated during the guests stay to maintain operations for the clients. According to Table 1, the following are the anticipated demands: A rate of 75 gallons/per/day/person is to be estimated. This includes 19 people per day, or a total of 1,425 gallons per day (19 people x 75 gallon per person). The absorption area should be based on the maximum flow. The maximum flow shall be considered as 150 percent of the average flow. Therefore, 1,425 gpd x 150% = 2,138 gpd. In addition, assume a clothes washing machine and garbage disposal are available at the lodge, an additional 60% should be added to the absorption area. Therefore, 2,138 square feet + 60% = 3,420 gallons. In addition to overnight guests, consideration may be given to day use events, such as weddings. Assume a day event may cater to a maximum of 100 visitors. Assume a flow rate of 15 gallons per person per day. This totals 1,500 gallons. Combining this flow with the overnight flow, the total wastewater flow is 4,920 gallons (3,420 gallons + 1,500 gallons). The absorption area formula is: A = [Q x (t)"2] / 5, where A is the minimum absorption area in square feet, Q is the design flow of sewage in gpd, and t is the percolation rate in minutes per inch. The proposed design is based on 22 minutes per inch, which is the slowest perc rate encountered in any of the test pits. Using 22 minutes per inch and the above variables, A = [4,920 x (22)112] / 5 = 4,615 square feet. Absorption System Seepage Bed System Assume 8 perforated pipes, with a 6' separation from center to center, and 3 feet from the outside pipe to the edge of the seepage bed. Therefore, the width of the seepage bed is 48 feet. If the width is 48 feet, then the minimum length of the seepage bed will be 4,615/48 = 96.1 feet or 96 feet. The maximum length of lateral permitted is 100 feet. If a different configuration is required or horizontal space is not a consideration, a 10 perforated pipe lateral system could be constructed. Should this be the case, the width of the seepage bed is 60 feet, and the overall length would be 77 linear feet (4,615 minimum length required/60 feet wide). Supplemental Specifications and Construction Requirements The contractor shall comply with the Garfield County Individual Sewage Disposal Systems Regulations, latest edition, with the following supplemental provisions and/or construction requirements: 1. The building sewer to septic tank pipe shall be four (4) inches in diameter. 2. The minimum size of septic tank shall be 1250 gallons. Two septic tanks are shown; one for the lodge and the other for the bathhouse. 3. The minimum distance between the septic tank and the seepage bed shall be 12 feet. 4. Two (2) feet of soil shall be excavated, followed by scarifying the top 6 inches of soil at the two feet depth. (It would also be acceptable to excavate only one foot of soils should the owner desire the finished grade of the seepage bed to be one foot above the adjacent natural soils. By doing so, a "raised bed" would route stormwater runoff away from the seepage bed. The drawback would be the "visible" location of the bed unless the slopes were tapered sufficiently to create a natural condition.) The gravels and piping of the seepage bed will be placed on top. 5. Twelve inches (12") of soil, either native or imported, shall be added after the gravel layer is placed. The top of the soil shall be sloped to allow rainfall to runoff or drain away from the seepage bed. It is recommended that the center of the topsoil is 18 inches thick, and tapered to a 12 inch layer around the edges. Note that the topsoil shall be sloped to match existing elevations at approximately a 3 to 1 slope. 6. The contractor shall notify the Garfield County Inspector and/or the Registered Professional Engineer when the pipe and gravel installation is completed and prior to the soil top dressing is applied. This is to insure the correct dimensions of the seepage and the installation of the distribution box and piping. At least 48 hours notice is required. 7. The Engineer (970-241-6027) and/or the Garfield County Building & Planning Department (970-384-5003) shall be notified for the final inspection. At least 48 hours notice is required. 8. The contractor has the option of replacing the conventional perforated pipe and gravel system with an "infiltrator system". Should this option be exercised, all components must be installed per the manufacturer's recommendations. 9. All setbacks are measured from the toeslope of the topsoil cap — not from the edge of the seepage bed. CREEK ROAD -a 0 DtTCH LOCATIO / / / /' / / / / / / / / ///629//' / --- / ' / // --- / --- / / 7 / 7 / / / / / / / // 7 aZZ /� / / 7 / /Na o/ i. 4Oi ' b`L NpJ F/ —1"41‘. / / / / �Op -- --- v L1M1i: / // Np- .µ.4O / / ,,,um / / Ne_„." -----'0,..e, a, 1re II - / Sao a0 f / 020 ZZ 15'4 / / / / / / / / / / / t ./... -7 n // / / / / // N W/ / / / / r e / z / / / INDIVIDUAL SEWAGE DISPOSAL SYSTEM SITE PLAN Project No. 28071.02 KIMBALL CREEK PAVILION THE HIGH LONESOME RANCH GARFIELD CR #202 RHINO ENGINEERING, INC. 1229 N. 23rd STREET SUITE 201 GRAND JUNCTION CO 81501 SHEET 3 w rti oq W "Y 0� 0 rr Ci 1 l, () rnrn� 41 44 EN 0N,I O Q EN44 (fi '{-,1� l alJb00 c 7 ID 0 C 00 0 010 0 C 00 .0 10 0C LIC400< LQ0,00 4710000, nxi, oo P4L)0 0 O0OC h 00 nnr WODV zx �g SURFACE OF EXISTING GROUND I ro NO SEASONAL WATER TABLE SEEPAGE BED DETAIL EXISTING SOIL PROFILE INDIVIDUAL SEWAGE DISPOSAL SYSTEM SOIL REPLACEMENT DETAILS Th frct Ne. 23071.03 KIMBALL CREEK PAVILION THE HIGH LONESOME RANCH GARFIELD CR #202 RHINO ENGINEERING, INC. 1229 N. 23rd STREET SUITE 201 GRAND JUNCTION, CO 81501 SHEET 3 SEEPAGE BED DETAILS O 0 a r,_T__r_,__ T --E-1 02" ZWa <F- 00010 00 J z o N OLL FZ Kg N 0 J J 0 0 F- N I/) WW �' Z aIz aaa • N dy w 0o a P a i- of a 2 o w> J 2' W N W O Z CO 0 O ▪ Z U. N a CC 00 p d 2 a W a v '3 a D U' N Z 2 ¢$O wE tt aiF¢ N�0 < Z U -OW N S0ix O U L. J 2010 J 0001 1-' OOW vit. 2 f. NOJO Q (9N0 yW Q OJJOw Z Z > N I-_, 2WQ J N ` QNW W LL cr 0 Z & L00<N MO WO O,WJNQO 0OQLL W Z J N42 Qui d W O a a W K O W WX Wa N2 IIn 20N OWW�`G N.W. Q Z Z 2. WQM O o 0°P0 W 0 O W Q 2 U 0 W 2W2 O f PEKwK J O . OQ J J N_N 0/010/01 i N ONJh OZ Q WVO N 0 ¢ O o 0= a.OLLJ J LLNOaz Woo Q o J 000 Ow00 LL iii CC OZU OU -=Z Q WwsOKOw F d Z Z Z Q» Ea 70<M_ N QOwa00 .0w oF32o Uwy� wdw1JZO Ja<ONI`O OA.1-UOlQNtc;1 8(5 COo hi 00&0O0000rn a$z�w J w a 0 O W w W F J 7 a W (n W W 0 0 0 I W Z F- W J 0 U W WQ FKCGNQa F-dF-QNaUQO Q. 0 • Z.2NMV N ,U r6 0j wZ o Ow Z CO INDIVIDUAL SEWAGE DISPOSAL SYSTEM SEEPAGE BED DETAILS Nag No. 20071.02 KIMBALL CREEK PAVILION THE HIGH LONESOME RANCH GARFIELD CR #202 RHINO ENGINEERING, INC. 1229 N. 23rd STREET SUITE 201 GRAND JUNCTION, CO 81501 SHEET 3 Construction Requirements for Septic Tank and Absorption Field Section 5.4 Connection to Septic Tanks: Pipe meeting ASTM standards D 3034, properly supported to prevent failure by settling, shall extend from the dwelling to the septic tank and at least 6 feet from the outlet invert of the septic tank. Pipe meeting ASTM standard D 1785, Schedule 40, shall be required to be installed when the building sewer, or any portion of the outlet pipe from the septic tank to the distribution or dispersal area, is located under a driveway or under any other area subject to surface activity. There shall be at least two (2) feet of cover over pipe of ASTM standard D 1785, Schedule 40. Pipe of ASTM standard D 1785, Schedule 40 may also be installed where there is less than two (2) feet of cover provided the pipe is encased within at least a 16 gauge corrugated pipe, or within concrete. Section 5.5 Installation of Septic Tank: A. Tanks are to be installed on a solid base and shall be level. The tank shall be installed with removable covers or access openings extended to within 8 inches of finished grade in order to provide access to the inlet and outlet compartments for cleaning and inspection. Roof drains, foundation drains, area drains, or cistern overflows are not to enter the tank or any part of the individual sewage disposal system. B. The building sewer to septic tank pipe shall be laid with a minimum fall of 1/8 inch per foot. Bends in the building sewer shall be limited to 45 -degree ells or long -sweep quarter -bends. Pipe meeting ASTM standard 3034 or pipe of equal or greater strength is required to be installed from the building to the septic tank. The building sewer installation shall meet all the requirements of the current Uniform Plumbing Code. The building sewer to septic tank pipe shall be at least three (3) inches in diameter but shall be no larger in diameter than the inlet invert as originally cast or formed in the septic tank. The inlet and outlet pipes shall be grouted and sealed to the septic tank with waterproof materials. C. All electrical work, equipment, and material shall comply with requirements of the current National Electrical Code. D. Backfilling around a septic tank shall be accomplished in a manner to prevent settlement and to avoid undue strain on the tank and pipes entering and leaving the tank. E. Abandoned septic tanks and vaults shall be pumped and filled with soil, or they shall be removed and the excavation filled and compacted to the existing grade. F. A cleanout shall be installed, outside of the building and as close to the building as possible, to allow cleaning equipment to be utilized. A cleanout shall be required for each 100 feet of sewer line between the building and the septic tank. G. No compartment of a septic tank may be utilized as a pumping chamber when a pump is required in the system design. Section 5.9 Seepage Beds A. Seepage beds shall be constructed with a length not exceeding 100 feet, a width greater than 3 feet, and a depth not exceeding 3 feet (unless approved by the Health Officer). A 12 inch layer of 1 inch to 2 %z inch clean gravel, rock or similar aggregate having individual components of uniform size, shall be distributed evenly over the entire bed, with pipe lines set at a depth to insure at least 6 inches of gravel below and 2 inches of gravel above each line. The bottom of the bed shall be level. A covering of untreated building paper, hay, straw, or similar pervious material, shall be placed on top of the gravel, and after final inspection, backfill shall be placed over the bed to a minimum depth of 12 inches. The terminal ends of lines shall be capped unless looped or air vented. B. The outer-most disposal lines in the bed shall be placed no less than 18 inches and not more than 36 inches from the outside bedwalls. For each 6 feet of width, or part thereof, there shall be one perforated distribution line extending the length of the bed to within 18 inches of' the bedwalls at either end. Such pipelines shall be spaced so as to evenly distribute the effluent over the entire bed area, and shall be level. All pipes and lines shall be fitted with tight joints which have been glued, connected with friction couplings, are gasketed or are otherwise permanently connected or attached, and the perforations shall be situated to insure even distribution of effluent throughout the bed. A distribution box or other distribution device may be included as part of the seepage bed system. The bed area shall be protected to prevent damage from surface activity or infusion of water from other sources. tiddieston-Berty inginecring & Testing, LLC GEOTECIINICAL INVESTIGATION KIMBALL CREEK LODGE 111011140NESOIVIE RANCH DESEQUEI COLORADO PROJECT #00815-0002 MGRLONESOME RANCH QM Z22 ROAD Dt1DIQUE, COLORADO MOO FERRUARY 264 209 11114(110.$0114101V Engineering and tregtiog„, ELt 6401)WAY-P8go GrandrJunction, cOciratio amcn Truck Traffic EDLA = 20. Structural Ntunber = 3.50 ALTERNATIVE PAVEMENT SECTION (Inches) Ilot•M Ix Asphalt Pavement CDOT Class 6 Base Course CDOT Class 3 Subbase Course Rigid Pavement TOTAL Full Depth HMA 8.0 8.0 A 3.0 _ 16.0 19.0 13 4.0 13.0 17.0 C 3.0 6.0 14.0 23.0 Rigid Pavement 6.0 — 6.0 12.0 For gravel pavements, a minitnum of 12 -inches of gravel is recommended. On -Site Sewage Disposal (p. 6) Percolation testing indicated percolations rates of between approximately 2.8 and 22.2 minutes -per -inch in the native sand soils. Therefore, the native sand soils are generally suitable for on-site sewage disposal. 1.3 Proposed Construction Iluddleston•Berry Ii.IS:aiq A sa..}, IC The proposed construction is anticipated to consist of a new lodge, African tent structures, a bathhouse, underground water storage tanks, an Individual Sewage Disposal System (ISDS), utility installation, and pavements. The proposed structures are anticipated to be constructed over reinforced concrete foundations. Foundation loads on the order of 600 to 2,000 pounds per linear foot wall loads and 8 to 20 kip column loads are expected. 2.0 SUBSURFACE INVESTIGATION The subsurface investigation consisted of five test pits and one boring. The test pits were excavated on January 6'h, 2009 and the boring was drilled on February 191h, 2009. The locations of the test pits and boring are shown on Figure 1 — Site Plan. The test pits and boring were located in the field relative to existing site features. Typed test pit and boring logs are included in Appendix A. Samples of the subsurface soils were collected during Standard Penetration Testing (SPT), using hand driven brass tubes, and using bulk sampling methods at the locations shown on the logs. The test pits were excavated to depths of between 3.0 and 9.0 feet below the existing ground surface. The boring was drilled to a depth of 26.0 feet. As indicated on the logs, the subsurface conditions at the site were slightly variable. The test pits and boring generally encountered 1.5 feet of silty sand with gravel and organics and silty gravel with sand and organics topsoil above tan, dry, medium dense to dense silty sand with gravel, clayey sand with gravel, and silty gravel with sand. The sand and gravel extended to the bottoms of the test pits. However, in the boring, a layer of gray, dry, hard lean clay with sand was encountered between 15.0 and 20.0 feet below grade. Below the clay, silty sand with gravel extended to the bottom of the boring. Groundwater was not encountered in the test pits or boring at the time of the investigation. 3.0 LABORATORY TESTING Selected soil samples collected from the test pits and boring were tested in the Huddleston -Berry Engineering and Testing LLC geotechnical laboratory for grain size analysis, natural moisture content, Atterberg limits, soluble sulfates content, and swell/consolidation. The laboratory testing results are included in Appendix B. The laboratory testing results indicate that the native sand and gravel soils at the site range from non -plastic to moderately plastic. In addition, these materials were shown to be slightly collapsible with up to approximately 1.6% collapse measured in the laboratory. The native clay soils encountered in B-1 were shown to be moderately plastic. Water soluble sulfates were detected in the site soils in concentrations as high as 130 parts -per -million (ppm). H':@COB ALL PROJECTS1.O05 IS . High Lonesome Ranch'A08 15.0002 High Lonesoma Ranch 16200.Oeo\00815.0002 Lodge R012909.doc 2 4.0 CONCLUSIONS AND RECOMMENDATIONS Huddlemon-Bens rs..mas ro.ry.uc 4.1 Geologic Hazards The primary geologic hazard identified at the site is the presence of slightly collapsible sand and gravel soils. However, the collapse potential is fairly low and this should not preclude development of this site. 4.2 Foundations Based upon the results of the subsurface investigation and nature of the proposed construction, shallow foundations are recommended. Spread footing and monolithic (turndown) structural slab foundations are both appropriate alternatives. However, the native sand soils were indicated to be slightly collapsible. Therefore in order to limit the potential for excessive differential settlements, it is recommended that the load bearing portions of the foundations be constructed above a minimum of 24 -inches of structural fill. The native sand and gravel soils, exclusive of topsoil, are suitable for reuse as structural fill. The native clay soils are not suitable for reuse as structural fill. Imported structural fill should consist of a granular, non -expansive, non -free draining material such as pit -run or CDOT Class 6 base course. However, if the native gravel soils or pit -run is used as structural fill below the foundations, a minimum of six inches of Class 6 base course should be placed on top of the native gravel soils or pit -run to prevent large point stresses on the bottoms of the foundations due to large particles in the gravel/pit-run. Prior to placement of structural fill, it is recommended that the bottoms of the foundation excavations be scarified to a depth of 6 to 8 -inches, moisture conditioned, and compacted to a minimum of 95% of the standard Proctor maximum dry density within ±2% of the optimum moisture content as determined in accordance with ASTM D698. In addition, it is recommended that HBET be provided the opportunity to observe the excavations to verify that the subsurface conditions are consistent with the results of the subsurface investigation. Structural fill should extend laterally beyond the edges of the foundations a distance equal to the thickness of structural fill. Structural fill should be moisture conditioned, placed in maximum 8 -inch loose lifts, and compacted to a minimum of 95% of the standard Proctor maximum dry density for fine grained soils or modified Proctor maximum dry density for coarse grained soils, within 12% of the optimum moisture content as determined in accordance with ASTM D698 or D1557C, respectively, Pit -run materials used as structural fill should be proofiolled to the Engineer's satisfaction. W.@008 0LL PR0JECr5100915 - High Lonesome Ranch 00915.0002 Iligh Lonesome Ranch 11100- 60000915.0002 Lodge R011909 dac 3 p _.-/ .1>#' y RT!_"/0290 "tea ' '%, e'/'- ,/ 200 ,..'e Q''1.4 f'/ e 1p t1<'';/> / i / //, i /,x.420 Oye�, / / / / ' / / ' \ //'///// i/ M //� / i / / / / ,/ / i\ 626 i ''�''. // /% i F / / // / / !/ l / / % ' \\\� eri ' / // i / / / / / / / 11 / % \\ \\ ' 6 10 / / / / / / / /11 \ �' /' / 0. / / / / / / / ' '.F./ .. H / / / / / / ' / 6270 I /„' ' /' / GI / / ,�/.dile' d 2 // .0 / / / / /� / /.' •t ' // // ,/ / / / / ///r k�4r}'/.� // i / / /�/'� I r.Rte_- _ ,,-'S.' //' / / / / /7.;/:,, _ / / /. I e' // / EZ tee! / / 1Y:.' �i / / I bar If 1 . \..1/ k /. ' 4% 1/2 O— rna rrcmm APPENDIX C Percolation Testing Data 1 PERCOLATION TESTING Project Name: High Lonesome Ranch II Location: DeSeque, CO Project No. Test Pit No. Date: 1/7/2009 00815-0002 Lodge TP -3 Testing Conducted By: A. Sigler Supervising Engineer: M. Berry Pit Dimensions: Length ; Width ; Depth 8 ft Water Level Depth: Not Encountered X SOIL PROFILE Depth Description Remarks 0-1.5 1.5-8 Silty SAND with Gravel and Organics (TOPSOIL), brown, dry Silty SAND with Gravel (sm) to Clayey SAND with Gravel (sc), trace cobbles, tan, dry, medium dense to dense Test Number: 1 Top of Hole Depth: 0 ft Diameter of Hole: 5.5 in Depth of Hole: 16 In Time (min.) Water Depth (in.) Change (In.) 0 2.1250 5 9.8750 7.7500 10 11.7500 1.8750 15 12.8750 1.1250 20 13.8750 1.0000 25 14.7500 0.8750 30 15.7500 1.0000 35 EMPTY 40 45 50 55 60 Rate (min/in): 5 Average Percolation Rate (min/in): Test Number: 2 Top of Hole Depth: 3 ft Diameter of Hole: 5.5 in Depth of Hole: 14 in Time (min.) Water Depth (in.) Change (in.) 0 1.8750 6 4.5625 2.6875 10 5.8750 1.3125 15 6.6875 0.8125 20 7.6875 1.0000 25 8.3750 0.6875 30 9.0000 0.6250 35 9.6250 0.6250 40 9.6875 0.0625 45 10.0000 0.3125 50 10.3750 0.3750 55 10.5000 0.1250 60 10.7500 0.2500 Rate (min/in): 22.2 Test Number: 3 Top of Hole Depth: 6 ft Diameter of Hole: 55 in Depth of Hole: 15.5 in Time (min.) Water Depth (in.) Change (in.) 0 1.1875 5 4.6875 3.5000 10 6.2500 1.5625 15 7.2500 1.0000 20 8.1250 0.8750 25 30 9.0000 9.7500 0.8750 0.7500 35 40 10.3750 10.8750 0.6250 0.5000 45 50 55 60 11.2500 11.7500 12.0625 12.5000 Rate (min/in): 0.3750 0.5000 0.3125 0.4375 11.8 PERCOLATION TESTING Project Name: High Lonesome Ranch 11 Testing Conducted By: Pit Dimensions: Length Water Level Depth: A. Sigler Location: DeBeque, CO SOIL PROFILE Depth Description Project No. 00815-0002 Test Pit No. Lodge TP -4 I Date: 1/7/2009 Supervising Engineer: M. Berry ; Width ; Depth 3 ft Not Encountered X Remarks 0-1.5 1.5-3 Silty SAND with Gravel and Organics (TOPSOIL), brown, dry Silty SAND with Gravel (sm) to Clayey SAND with Gravel (sc), trace cobbles, brown, dry, medium dense Test Number: 1 Top of Hole Depth: 0 ft Diameter of Hole: 5.5 in Depth of Hole: 14 in Time (min.) Water Depth (in.) Change (in.) 0 1.2500 5 4.3750 3.1250 10 5.7500 1.3750 15 6.6250 0.8750 20 7.6875 1.0625 25 8.5625 0.8750 30 9.2500 0.6875 35 10.0000 0.7500 40 10.4375 0.4375 45 50 10.8125 11.1875 0.3750 0.3750 55 11.5000 0.3125 60 12.0000 0.5000 Rate (min/In): 12.5 Average Percolation Rate (min/in): Test Number: 2 Top of Hole Depth: 3 ft Diameter of Hole: 6 n Depth of Hole: 14 in Time (min.) Water Depth (in.) Change (in.) 0 1.5000 5 3.8125 2.3125 10 5.0625 1.2500 15 20 5.8750 6.7500 0.8125 0.8750 25 7.7500 1.0000 30 8.0000 0.2500 35 8.1875 0.1875 40 8.6875 0.5000 45 9.1250 0.4375 50 9.5000 0.3750 55 9.6250 0.1250 60 10.0625 0.4375 Rate (min/in): 15.1 Test Number: Top of Hole Depth: Diameter of Hole: Depth of Hole: Time (min.) Water Depth (in.) Rate (min/in): Change (In.) PERCOLATION TESTING Project Name: High Lonesome Ranch 11 Testing Conducted By: Pit Dimensions: Length Water Level Depth: A. Sigler SOIL PROFILE Depth Description Location: DeBeque, CO (Test Pit No. Lodge TP -5 Date: 1/7/2009 II Supervising Engineer: M. Berry ; Width Project No. 00815-0002 Not Encountered X ; Depth 3 11 Remarks 0-1.5 1.5-3 Silty SAND with Gravel and Organics (TOPSOIL), brown, dry Silty SAND with Gravel (sm) to Clayey SAND with Gravel (se), trace cobbles, brown, dry, medium dense Test Number: 1 Top of Hole Depth: 0 ft Diameter of Hole: 5.5 in Depth of Hole: 16 in Time (min.) Water Depth (In.) Change (in.) 0 2.5000 5 9.1250 6.6250 10 12.2500 3.1250 15 14.3750 2.1250 20 15.8750 1.5000 25 EMPTY Rate (min/in): 2.8 Average Percolation Rate (min/in): Test Number: 2 Top of Hole Depth: 3 ft Diameter of Hole: 61n Depth of Hole: 14 in Time (min.) Water Depth (in.) Change (in.) 0 3.5000 5 6.6250 3.1250 10 7.7500 1.1250 15 8.6250 0.8750 20 9.7500 1.1250 25 9.8125 0.0625 30 10,2600 0.4375 35 10.5625 0.3125 40 11.0000 0.4375 45 11.3750 0.3750 50 11.6250 0.2500 55 12.0000 0.3750 Rate (min/in): 13.7 Test Number: Top of Hole Depth: Diameter of Hole: Depth of Hole: Time (min.) Water Depth (in.) Change (in.) Rate (min/in): 1229 North 23rd Street, Suite 201 • Grand :Junction, Colorado81501 (970) 241-6027 • Fax: (970) 256-7992 www.rhinoengineers.com •email: reino23@gWest.net' June2,2010 CE '\ 1 \C2 Garfield County Building✓and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Re: Individual Sewage Disposal System Castle Rock Camp The High Lonesome Ranch Garfield CR #202 _ To Building and Planning Department: tip` t S IS RE(., V) • • JM.1 ?(Y:.1 GARF1i 1.i_ C,OUNT‘, BUILDING & PLA.NNFN�: The purpose of this letter is for final approval of the individual sewage disposal system for the Castle Rock Camp facility, located at The High Lonesome Ranch, accessed via Garfield County Road #202, north of Debeque, Colorado. The site is located about 8 miles west of the Kimball Creek/Roan Creek Road turnoff. The design included a seepage bed design utilizing native soil material. Final inspection of the system was conducted on May 21, 2010. The system was constructed and installed in accordance with the specifications and drawings of Rhino Engineering, Inc. 's ISDS design, the permit, and current ISDS regulations. The ISDS accepts wastewater from the lodge and bathhouse. The lodge has a grease trap collection for the food preparation area. The as -built drawing for the ISDS system is attached, showing the dimensions to the septic tank and distribution box from the northeast and southeast corners of the lodge and bathhouse buildings. If you have any questions, please call me at 970-241-6027. Sincerely, RHINO ENGINEERING, INC. Jahn E. J:axi f eed By: John E. Kornfeld, P.E. Project Engineer Enclosures xc: Collin Kenny, Project Manager for The High Lonesome Ranch File: Wastewater Design/Castle Rock Camp The High Lonesome Ranch BATHHOUSE BUILDING 183' TO CENTER SEPTIC TANK 370' TO DISTRIBUTION BOX SEPTIC TANK CLEANOUT CLEANOUT 164' CLEANOUTS PAVILION BUILDING 151' NOTE: CLEANOUT FOR PAVILION BUILDING IS IN BASEMENT SEPTIC TANK GREASE TRAP 167' TO CENTER SEPTIC TANK 323' TO DISTRIBUTION BOX DISTRIBUTION BOX 48' RADE BY 95' LONG SEEPAGE BED FIELD SCALE: 1" = 60' INDIVIDUAL SEWAGE DISPOSAL SYSTEM' AS BUILT DRAWING CASTLE ROCK CAMP - HIGH LONESOME RANCH GARFIELD CO ROAD 202 GARFIELD COUNTY, CO RHINO ENGINEERING, INC. 1229 N. 23rd STREET SUITE 201 GRAND JUNCTION, CO 81501 SHEET 1 1