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pitkin.planning.264929400008 (2009)
~., ., DOCUMENT LAYOUT THIS FILE MAY OR MAY NOT CONTAIN ALL OF THE INFORMATION LISTED BELOW IN THE FOLLOWING ORDER Summary Sheet Resolution for the BOCC and/or P&Z Ordinance for the BOCC and/or P&Z Determination for the Hearing Officer Administrative Determination Staff Memo Application Public Notice, Acceptance Letter, Referral(s) Letter Site Plan Miscellaneous Plat(s) ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DHtECTOR OF PITKIN COUNTY, COLORADO, APPROVING THE TRAHERN INVESTMENTS LLC GMQS EXEMPTION FOR COMMERCIAL DEVELOPMENT WITH INSUBSTANTIAL GROWTH IMPACTS Administrative Decision No. ~~-2010 RECITALS 1. Trahern Investments LLC ("Applicant") has applied to the Community Development Director of Pitkin County, Colorado ("Director") to expand the barn at Avalanche Ranch to add dressing rooms on the ground level adjacent to the hot tub, and a new entry to the existing meeting room and a bathroom on the upper level. Sec. 6-30-150 of the Land Use Code provides a GMQS exemption for no more than 1,000 square feet of new commercial floor area, subject to compliance with specific criteria. 2. "fhe property is located at 12864 Highway 133, and is more specifically described in Exhibit A. 3. The property contains 36 approximately acres. The lower portion of the property (where improvements are located) is zoned Tourist and contains approximately 10 acres. The remainder of the property is zoned AR-10 and RS-30. 4. The Hearing Officer granted 1041 hazard review and conceptual submission to establish building envelopes around existing facilities and to accommodate expansion of certain facilities (including the barn), pursuant to Determination No. 46-2002. The 1041 site plan was recorded in Plat Book 65 at Page 79. The Community Development Director subsequently approved a minor amendment to establish activity envelopes for leach fields for two new septic systems, pursuant to Administrative Decision No. 07-2008. The amended 1041 site plan was recorded in Plat Book 87 at Page 23. 5. 'fhe Director finds that the expansion complies with [he applicable provisions of the Code as follows: A. The expansion is a total of 528 square feet of two levels, so is within the size limitation of a maximum of 1,000 square feet that can be exempt from GMQS. B. The expansion will not generate any additional employees. C. The expansion will not generate a need for additional parking. D. The expansion will not generate demand for additional governmental facilities or services. E. The expansion will not create any adverse impacts on the community's air, water or other natural resources, and will not be visible from Highway 133 or adjacent properties. 6. The Director further finds that the expansion is within the previously approved building envelope, and is exempt from site plan review since the expansion avoids constrained areas, pursuant to Sec. 7- 10-30(b) of the Code. THE DHZECTOR DOES HEREBY APPROVE the "frahern Investments LLC GMQS Exemption, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. All conditions of Hearing Officer Determination No. 46-2002 and Administrative Decision No. 07- 2008 shall remain in full force and effect, except as amended herein. RECEPTION#: 566811, 02105/2010 at 01:54:56 PM, 1 OF 3. R $0.00 Doc Code ADMIN DECISION Janice K. Vos Caudill, Pitkin County, CO Adminrslralive Decision No.UIY-2010 Puge 2 2. Prior to issuance of a building permit for the barn expansion, the Applicant shall: A. Pay the applicable road and employee housing impact fees. B. Submit a construction management plan for review and approval by the Planning Engineer. C. Submit a detailed revegetation plan for disturbed areas with appropriate seed mixes. D. Submit a timeline to the Environmental HealthMatural Resources Department for installation of the second large wastewater treatment system (referred to as "System 2"), which is intended to replace the existing systems that serve the existing cabins. This system must be installed prior to issuance of any building permits for any of the structures to be served by System 2. 3. The Applicant shall adhere to all material representations made in the application. APPROVED by the Director, this ~~day of ~o~vaaw , 2010. ~ ~iCT+/~~---c~a+/ C Cindy Houben, Community Development Director PID #264929400008:P121-09 °`°^a0~ Stewart titre EXHIBIT "A" A parcel of land situated in the SE I/4 and the SW 1/4 NE 1/4 of Section 29 Township 9 South, Range 88 West of the Sixth Principal Meridian, lying Easterly of the Center of said Section 29, Northerly of a fence as constructed and in place and Westerly of the Westerly Right of Way line of Colorado State Highway No. 133, said parcel of land is described as follows: Beginning at a point whence the East Quarter Comer of said Section 29 bears: North 86°51'37"" East 1661.64 feet; thence 59.65 feet along the azc of a curve to the left, having a radius of 110.50 feet, the chord of which bears: South 44°21'49"" East 58.95 feet; thence 74.25 feet along the azc of a curve to the right, having a radius of 102.92 feet, the chord of which bears: South 39° 10'00"" East 72.65 feet; thence South 18°30'00"" East 93.05 feet; thence South 17°40'00"" West 18.61 feet; thence South 72°20'00"" East 300.00 feet; thence South 17°31'04"" East 20.01 feet; thence 163.86 feet along the arc of a curve to the left having a radius of 99.64 feet, the chord of which bears: South 29°26'42"" East 146.01 feet; thence south 76°33'22"" East 3.47 feet to a point on the Westerly Right of Way line of said highway; thence 791.57 feet along the arc of a curve to the left, having a radius of 1206.00 feet, the chord of which bears: South O1 °50'36"" East 777.44 feet; thence South 70°45'40"" West 196.16 feet along a fence as constructed and in place; thence North 00°09'44'%" East 34.95 feet along said fence; thence North 81°17'13"" West 206.39 feet along said fence; thence North 53°18'51"" West 29.97 feet along said fence; thence North 20°23'33"" West 60.23 feet along said fence; thence North 71°33'38"" West 118.99 feet along said fence; thence North 84°54'07"" West 343.83 feet along said fence; thence North 83° 10'33"" West 67.31 feet along said fence; thence West 527.18 feet, more or less to a point on the Westerly line of said SE 1/4; thence North 00°44'00"" West along the Westerly lines of said SE 1/4 and the SW 1/4 NE 1/4 a distance of 1208.83 feet, more or less, to the Southerly line of a parcel of land previously deeded; thence South 82°SC;00"" East 980.60 feet, more or less, to the Point of Beginning. COUNTY OF PITKIN, STATE OF COLORADO. ~ii~~~J1O November 12, 2009 Suzanne Wolff Pitkin County Planning Dept. Aspen, Colorado Dear Suzanne, Enclosed is our application for a Sec. 6-30-150 GMQS Exemption review. All of the necessary documents are attached. However, if you need any additional information please let me know. On the drawings it shows the owner as Avalanche Ranch. Technically it is Trahern Investments, LLC. I have enclosed the formation document showing Molly and f as managers of the LLC. Both of us have signed the application for review. Also, the title work is enclosed showing the LLC as owner. The other piece of information that you need to know is that the summer before this one t completely rebuilt the septic system to pitkin county standards. This included all the buildings on the south end of the property including the barn. The barn expansion was figured into the engineering of this work and it has been completed according to specifications. 1 have enclosed the engineer's calculations on loading for the barn expansion for you to look at. Also, as you can see we are planning to bring in thermal hot water from a well drilled last September (08) and build thermal hot pools and heat our buildings with the hot water, We hit 90 GPM at 96 degrees and during the two week pump test the temperature increased two degrees. So the engineering diagram enclosed is how we see the piping working for the entire project However, in this phase one we will be only adding the space to the barn. Next summer we will be bringing over the hot water underground the one half mile from it's source and building three thermal pools behind (south of) the barn and heating the barn with it Then in future phases we plan to run exchanged hot water and thermal hot water to other pools and to heat all the buildings. The mechanical room for this will be in the barn space as shown. The above plans will also be integrated with a hydro electric system that will tak> the Avalanche Ranch almost completely off of the electric grid and off of fossil fuels. We are extremely excited about the potential of this project and look forward to working with you to bring it to reality. ((Si~~,,~~cerely ~Chuckan olly0gilby lv~o~-~~~ ~:,c'o~e:L~ Managers, rahern Investments, LLC ooc~~~o~ X39 PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT AGREEMENT FOR PAYMENT OF LAND USE APPLICATION FEES P1TKiN COUNTY (hereinafter COUNTY) and {hereinafter APPLICANT) AGREE A, APPLICANT has submitted to COUNTY an application for ExP~slr9Yi OF TFF>; eT1rJGr Room F~'~T`I (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Pitkin County Ordinance No. 022-2006 establishes a fee structure for land use applications and the payment of all processing fees is a condition precedent to a determination of application completeness. The fee structure is based on the County's policy that development shall pay, in full, the cost of development review in Pitkin County. Fees have been set to be consistent and fair to the public and to reflect the expense incurred in providing such services to the public. 3. APPUGANT and COUNTY agree that because of the size, nature w scope of the proposed project, it may not be possible at the time of application to ascertain the full extent of the costs involved in processing the application. 4. APPUCAN7 and COUNTY agree that fees charged fw the processing of land use applications shall accumulate if an application includes more than one type of land use review. 5. COUNTY and APPLICANT further agree that it is impracticabfe for COUNTY staff to complete processing or present sufficient information to the Planning Commission and/or Board of County Commissioners to enable the Planning Commission and/or Board of County Commissioners to make legally required findings for project approval, unless current billings are paid in full prior to decision. 6. Therefore, APPLICANT agrees that in consideration of the COUNTY'S waiver of its right to collect full fees prior to a determination of application completeness, APPLICANT shall pay a base fee in the amount of $ (oa3 e~vhich is based on3_6hours of staff time, and ff actual time sperrt by staff to .process the application exceeds the average number of hours by more than 20%, then the COUNTY will bill the APPLICANT quarterly for the additional time spent. Such periodic payments shall be made wi4hin $0 days of the billing date. APPLICANT further agrees that failure to pay such accrued costs shall be grounds for suspension of processing. PITKIN COUNTY APPLICANT Cindy Houben Community Development Director Effective 7/26/06 G:county~adminlformslagreement to pay T GHR/z ~E.S ~<tlJCk) QC~t-6~ MAN9CiERS Mo~~ ~~tCoBE~ ~ "1-r~+le~en/~~ ~c Signatu~`r-~r`7 Date: l(-IL-©9 Mailing Address: f z 8 ~A2(~G`N D9 ~°.~. CO • gr1oL3 q70 Q'(~3-3901 OQ~~~JO~ PITf(fN COIfNTY PRE-APPLICATION CONFERENCE SUMMARY FLANNEii;: Suzanne Wolff PHONE: 92(15093 LOCATION: Avalanche Ranch -12863 Highway 133 t~Wnet''• IRflNeQl1 Tnves(~zenfsLLL' APPLICANTS: ChuckCgilby DATA: 11)17!06 E~dVfAtL: suzannewCrB_co.vitldn:co:us ZONE: Tourist/AR-10/RS-30 PARCEL 7D: 364929400008 E-IVIA~L: ogifbycm@rof.net TypeofiAppTication: GrowfhlVlanagementExemptionforCommeroialandTourist Accommodations Development with Insubstantial Growth Impacts Description of Project/Developmerrt: The Applicant proposes to expand the bam to expand the existing meeting room space. 1Vleeting Nail or Conference Center is listed as a speaal review use in the T zone district, however, since there is an existing meeting room, speaai review is not required. Sec. 4-30-40.o states, "Meeting halls and conference centers in the Rural Area shall only be located in structures existing on July 6, 2006 ° The Applicant proposes to add the additional square footage within the existing footprint, and, therefore, complies with Phis criteria. In addrfiion, the bam is within the previously approved building envebpe and tt appears that the addition would be exempt from site plan review. PitRin >;ounty Land Use Code: • Sec. 6-30-150, GMQS Exemption {attached) Review By: Community Development Director Publtc Hearing? NO. U^ Staff wiU~fergta Environmental Health/Natural Resources (nom y), Crystal River Caucus FEES: 5~,9~Planning flat fee (non-refundable; based on 3 hours of staff time; if staff review tiR1E EXr~eds 3.$ hours, the Appflcant will be charged for additional time in excess of 3 hours at a rate of $231/hour) Z,~~ ~~ ~~ ~~~ ' ~u. To apply, submit the Fee specified above and 3 conies of each of the following documents tiuntess otherwise sp8cifiedr 1. Letter of request and ancillary material addressing, in detail, the provisions of the Pitkin County Land Use Code identified above and sufficient to demonstrate that all substantive review criteria have been met. 2. Sch•~matic floor plans and elevations -must demonstrate that the additional commeraal floor area does not exceed 1,000 sf and is contained within the footprint of the existing structure. 3. Disclosure of ownership of subject property, consisting of a current cerfifcate from a titie company or attomeq licensed to practice law m the State of Colorado, listing the names or atl owners of the property ind all mortgagees, judgments, liens, easements, contrail and agreements affecting use and development of the lot and proof of the owner's right to use the land for the purposes iden~ed in the application. 4. Parcel description, lnduding legal description and vianity map 5. Total fee for review of the application 6. Signed fee agreement (1 copy -form attached) 7. Copy of this preapp fia1M i;1 copy) ~~I.iu~3 NOTES: PLEASE SUBMIT ONE UNBOUND AND ONE-SIDED COPY OF YOUR COMPLETE APPLICATION. PLEASE SUBMIT TtA/(3-SfDED COPIES OF Ait REMAfNHVG CL3P}ES OF YOUR APPLICATION fIF POSSIBLF~. ALL 24"x 36"SITE PLANS MUST BE FOLDED. THE PARCEL ID SHOULD BE INCLUDED ON ALL DOCUMENTS INCLUDED IN YOUR APPLICATION. - The Pifkin County Land {!se Code is available on-line a{ www.asnenvitkin.com. This Pre-Application Conference Summary Sheet is advisory in nature and not binding on the County. The information provided in this Summary Sheet is based on current zoning standards and the staffs interfxetations based upon representations of the appiicanYs representative. Additional information may be required upon a complete review of the application and site visit(s). 0~!JJO~~ 6-30-150 COMMERCIAL AND TOURIST ACCOMMODATIONS DEVELOPMENTS WITH INSUBSTANTIAL GROWTH IMPACTS A GMLlS exemption is provided for commercial development and tourist accommodations with insubstantial growth impacts. For a development to quality for this exemption, the applicant shall demonstrate that: (a) Size Limitation The development contains no mare than one thousand ('1,D1~) square feet of new commercial Haar area ar rte more than three (3) new tourist accommodation units. (b) fmpioyee Generation The development will generate an insubstantial ntxnber of addkionai employees. For purposes of this section, insubstantial shall mean that the development will generate no more than three (3) additional employees. {C) Parking Demand The development wiU generate an insubstantial demand for additional parking and the parking that is needed will be accommodated on-site or in another appropriate location. For purposes of this section, insubstantial shall mean that the development will generate the demand for no more than five (3) additional parking spaces. (d) Facilities The development will generate an insubstantial demand for basic governmental facilities such as water supply, sewage treatment, drainage control, fire and police protection, and roads, will ptac;e an msubstatrtial burden an the community's bus system., schools, library, hospital, and park/trail system. For .purposes of this section insubstantial shall mean that the deveopment will not generate the need for any new capital improvements (other than minor improvements needed to directly serve the development, such as a water service tine ar a driveway), and will not .generate the need for any new staffing by governmental personnel. Any minor improvements that are determined to be necessary to serve the development shall be provided by the applicant. (e) Environmental and Visual Impacts The development will cause an insubstantial adverse impact on the community's air, water, and other natural resources and will cause negligible adverse visual impacts on surrounding properties. Any such adverse impacts that are caused by the development shall be mitigated by the appAcaM. J~('005 MIlYUTES OF ACTIOr OF THE MEMBER(S) BY UNANIMOUS WRITTEN CONSENT Iri L1EU OF AA' ORGANIZATIONAL MEETING TRAHERN INVESTMENTS. LLC Pursuant to the Colorado Limited Liability Company Act, the undersigned members of Trahem Investments, LLC, hereby adopt the folowing resolutions by unanimous consent, as if said actions had been taken at an organizational meeting of the members of the company duly called and held. 1. Articles of Organization. RESOLVED, that the Articles of Organization, filed in the office of the Secretary of State of Colorado on May 31, 2006 be and now are acknowledged as the Articles of Organization of this Company, and that the certified copy of the Articles of Orgatrization ate to be placed into the Minute Book of the Company. 2. Operating Agreement RESOLVED, that the Operating Agreement, which is attached as Exhibit "B" to these Minutes, be and hereby is approved and adopted as the Operating Agreement of the Company. 3. Appointment of Manaeers. RESOLVED, that the following persons be appointed as managers, each to serve in accordance with and have the powers and duties as described in the Operating Agreement of the Company, until their successors aze elected and qualified: T. Charles Ogilby Molly Starr Ogilby Jacober 4. Membership Share. RESOLVED, that the for,? of Membership share certificate, which is attached as Exhibit "C" to these minutes, be and now~is approved and adopted as the Membership share certificate for shares of membership stock of the Company. 5. Discharge of Organizer. RESOLVED, tnat the Organizer of the Company be and is hereby forever dischazged and indemnified by the Company from and against any expense or liability actually incurred by him/her/them by reason of having been the Organizer of the Company. 6. Fiscal Year. RESOLVED, that the fast fiscal year of this Company shall close on December 31 and that thereafter the fiscal year of this Company shall extend from January 1 to December 31 of the same year. 7. Miscelianeous. RESOLVED, that the Managers o£the Company be and hereby is authorized and directed to pay all charges and expenses incident ±o or arising out of the organization of this Company, and to reknburse any person who has made disbursements in connection with the organization of this Company; and FURTHER RESOLVED, that the Managers be and aze hereby authorized and directed to do all and any acts and to execute any and all documents necessary or appropriate to fully carry out the purposes ofthe Company. DATED this 7 ?%day of Juna 2006. APPROVED AND SIG I~ T. Charles Ogilby -2- ~Ot.iJO`! Stewart title Glenwood Springs Division 1620 Grand Avenue Glenwood Springs, Colorado 81601 Phone:970-945-5434 Fax: 1-800-866-2330 Date: September 10, 2009 Attn: T. Chazles Ogilby 12863 Highway 133 Carbondale CO 81623 Order Number: 916670 Please fmd the Ownership and Encumbrance Report that you requested. Thank you for choosing Stewart Title. Please feel free to contact me if you require additional information or would like to place an order with us on this property. Sincerely, rized Counters Phone: 970-766-0234 or 866-932-6093 Email Address: lwilliam3@stewart.com Order Number 916670 O&E Letter GOL"~TO.~ Stewart title WRITTEN OWNERSHIP AND ENCUMBRANCE REPORT Order No. 916670 Date: 9/10/2009 Customer Ref.: 12863 Highway 133 LEGAL DESCRIPTION: SEE ATTACHED LEGAL DESCRIPTION APPARENT OWNER OF RECORD: TRAHERN INVESTMENTS LLC Deeds of Trust. Mort¢aQes and Liens which auroort to affect the above described urot-erty. as disclosed by the records of the Clerk and Rernrder of Pitkin Countv, Colorado between the effective dates of Auettst 13, 2009 to December 26.2005: 1. A Deed of Trust dated January 9, 2008, executed by Trahern Investments LLC, to the Public Trustee, to secure an indebtedness of $100,000.00 in favor of Alpine Bank recorded Janaury 17, 2008 as Reception No. 545920. The liability of Stewart Title, its affiliates and associates, for any errors or omissions affecting or relating to the information appearing in this report is strictly limited to the amount paid for this report. The aforementioned liability is limited to the customer who ordered this report. There are no expressed or implied warranfies assuring or representing that this report is reliable for title information and, therefore, should be verified by a Commitment for Title Insurance. No representation is made as to the completeness, validity, or legal sufficiency of the documents referenced herein, nor have any of such documents been examined to determine whether or not there are any exceptions, reservations, encumbrances or other matters which might be detrimental to Title. No seazch has been made for any reservations, restrictions, covenants, easements, rights of way, mineral interests, water rights, and any other encumbrances which aze not a deed of trust, mortgage or lien. ~~~ . ~~ . rized Comlasigoat~ue LINDA WII_LIAMS Authorized Representative of Stewart Title D~~~Q~ Stewart title EXHIBIT "A" A parcel of land situated in the SE 1/4 and the SW 1/4 NE 1/4 of Section 29 Township 9 South, Range 88 West of the Sixth Principal Meridian, lying Easterly of the Center of said Section 29, Northerly of a fence as constructed and in place and Westerly of the Westerly Right of Way line of Colorado Slate Highway No. 133, said pazcel of land is described as follows: Beginning at a point whence the East Quarter Comer of said Section 29 bears: North 86°51'37"" East 1661.64 feet; thence 59.65 feet along the azc of a curve to the left, having a radius of 110.50 feet, the chord of which bears: South 44°21'49"" East 58.95 feet; thence 74.25 feet along the azc of a curve to the right, having a radius of 102.92 feet, the chord of which bears: South 39° 10'00"" East 72.65 feet; thence South 18°30'00"" East 93.05 feet; thence South 17°40'00"" West 18.61 feet; thence South 72°20'00"" East 300.00 feet; thence South 17°31'04"" East 20.01 feet; thence 163.86 feet along the arc of a curve to the left having a radius of 99.64 feet, the chord of which bears: South 29°26'42"" East 146.01 feet; thence south 76°33'22"" East 3.47 feet to a point on the Westerly Right of Way line of said highway; thence 791.57 feet along the azc of a curve to the left, having a radius of 1206.00 feet, the chord of which bears: South O1 °50'36"" East 777.44 feet; thence South 70°45'40"" West 196.16 feet along a fence as constructed and in place; thence North 00°09'44"" East 34.95 feet along said fence; thence North 81°17'13"" West 206.39 feet along said fence; thence North 53° 18'51"" West 29.97 feet along said fence; thence North 20°23'33"" West 60.23 feet along said fence; thence North 71°33'38"" West 118.99 feet along said fence; thence North 84°54'07"" West 343.83 feet along said fence; thence North 83° 10'33"" West 67.31 feet along said fence; thence West 527.18 feet, more or less to a point on the Westerly line of said SE 1/4; thence North 00°44'00"" West along the Westerly lines of said SE 1/4 and the SW I/4 NE I/4 a distance of 1208.83 feet, more or less, to the Southerly line of a pazcel of land previously deeded; thence South 82°SC'00"" East 980.60 feet, more or less, to the Point of Beginning. COiIN'I`Y OF PITICIN. STATE OF COLORADO. ~~~~aLo ~' { ~' r z n z rn A z n _Q n. ~ a 9+ coo m ~~~ co ~ a~ 6 .. O `~ ~~ to ~dA ~3~ ~~_~~ • ~ MAKE-UP ~ (IF NEEDED) N c D n rn w 0 N x W W O N { r c 3 rn N O r X i W W N~„ V, /O V• D r 0~~~~ f ,~ COMcheck Software Version 3.6.1 Envelope Compliance Certificate 2003 IECC Section 1: Project Information Project Type: Addition Project Title :Avalanche Ranch -Barn Remodel Construction Site: 12863 Hwy. 133 Carbondale , CO 81623 Permit No. unknown Permit Date: unknown Owner/Agent: Chuck Ogilby 12863 Hwy. 133 Carbondale, CO 81623 970-963-3901 ogilbycm@rof.net Designer/Contractor: Dean Moffatt, AIA Sundesigns Architects, PC 901 Blake Ave. Glenwood Springs, CO 81601 970-945-2201 sda@rof.net Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Vertical Glazing /Wall Area Pct.: Building Tvoe Convention, Conference or Meeting Center Carbondale, Colorado 15 7313 326 7% Floor Area 928 Section 3: Requirements Checklist s- . ..-'- ..- Climate-Specific Requirements: Component NamelDescription Gross Area Cavity or Perimeter R-Value Cont. R-Value Proposed U-Factor Budget U-Factor Orientation: NORTH Exterior Wall New: Wood Frame, Any Spacing 324 15.0 0.0 0.082 0.076 Exedor Wall Meeting: Wood Frame, Any Spacing 156 19.0 0.0 0.068 0.076 Window 3: Wood Frame:Single Pane, Clear, SHGC 1.00 13 - --- 1.000 0.529 Orientation: EAST Extedor Wall New: Wood Frame, Any Spacing 132 19.0 0.0 0.068 0.076 Extedor Wall Meeting: Wood Frame, Any Spacing 152 19.0 0.0 0.068 0.076 Window 2: Wood Frame:Single Pane, Clear, SHGC 1.00 4 - - 1.000 0.529 Orientation: SOUTH Exterior Wall New: Wood Frame, Any Spacing 480 19.0 0.0 0.068 0.076 Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC 57 -- -- 0.350 0.529 0.55 Door 1: Solid (<= 50% glazing) 74 - -- 0.350 0.123 Orientation: WEST Exterior Wall New: Wood Frame, Any Spacing 132 19.0 0.0 0.068 0.076 Door 2: Glass (> 50% glazing), Clear, SHGC 0.55 33 -- -- 0.350 0.529 Exterior Wall Meeting: Wood Frame, Any Spacing 152 19.0 0.0 0.068 0.076 Orientation: UNSPECIFIED ORIENTATION Roof New: All-Wood JoisURafterfrruss 146 30.0 0.0 0.035 0.053 Roof Deck: All-Wood Joist/Rafter/Truss 92 30.0 0.0 0.035 0.053 Project Title: Avalanche Ranch -Barn Remodel Report date: 11/02/09 IS ~ ~J fl U~ flename: C:\ProjectsWvalanche Ranch\AvRanch.cck Page 1 of 9 Roof Meeting: All-Wood Joist/Rafter(fmss 509 30.0 0.0 0.035 0.053 Floor New - S/EIW: Slab-On-Grade:Unheated, Vertical 2 ft. 47 -- 10.0 -- -- Floor New - N: Slab-On-Grade:Unheated 32 -- -- -- -- Floor Existing, Meeting: All-Wood JoisUTmss 506 19.0 0.0 0.049 0.044 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ~ 1. All joints and penetrations are caulked, gaskeled or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturers installation instructions. ~ 2. Windows, doors, and skylights certified as meeting leakage requirements. ~ 3. Component R-values & U-factors labeled as certifed. ~ 4. Insulation installed according to manufacturers instructions, insubstantial contact with the surtace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ~ 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. ~ 6. Cargo doors and loading dock doors are weather sealed. ~ 7. Recessed lighting fxtures are: (i) Type IC rated and sealed or gaskeled; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. ~ 8. Building entrance doors have a vestibule equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. ~ 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. Name -Title Signature Date Project Title: Avalanche Ranch -Barn Remodel Data flename: C:\ProjectsWvalanche RanchWvRanch.cck O~t~J~3 Report date: 11/02/09 Page 2 of 9 ,' . COMcheck Software Version 3.6.1 Interior Lighting Compliance Certificate 2003 IECC Section 1: Project Information Project Type: Addition Project Title :Avalanche Ranch -Barn Remodel Construction Site: Owner/Agent: Designer/Contractor: 12863 Hwy. 133 Chuck Ogilby Dean Moffatt, AIA Carbondale , CO 81623 12863 Hwy. 133 Suntlesigns Architects, PC Permit No. unknown Carbondale, CO 81623 901 Blake Ave. Permit Dale: unknown 970-963-3901 Glenwood Springs, CO 81601 ogilbycm@rof.net 970-945-2201 sda@rof.net Section 2: General Information Building Use Description by: Building Tvoe Floor Area Convention, Conference or Meeting Center 928 Section 3: Requirements Checklist Interior Lighting: ~ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1114 536 YES ~ 2. Exit signs 5 Watts or less per sign. Exterior Lighting: ~ 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring: ~ 4. Independent controls far each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ~ 5. Master switch at entry to hotel/motel guest room. ~ 6. Individual dwelling units separately metered. ~ 7. Each space provided with a manual control to provide uniform light reduction by at least 50°/ . Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft, ~ 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Project Title: Avalanche Ranch -Barn Remodel Data Fllename: C:\ProjectsVlvalanche RanchWvRanch.cck Report date: 11/02/09 Page 3 of 9 00(,°D14 Areas with only one luminaire, corddors, storerooms, restrooms, or public lobbies. ~ 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ~ t0.Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifcations and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2003 IECC, Chapter 8, requirements in COMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. Name -Title Signature Date Project Title: Avalanche Ranch -Barn Remodel Report date: 11/02/09 Data flename: C:1ProjectslAvalanche RanchWvRanch.cck Page 4 of 9 COMcheck Software Version 3.6.1 Interior Lighting Application Worksheet 2003 IECC Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts I ft2 Convention, Conference or Meeting Center 928 1.2 1114 Total Allowed Watts = 1114 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID : Description I Lamp /Wattage Per Lamp /Ballast Lamps! # of Fixture (C X D) Fixture Fixtures Watt. Convention, Conference or MeetingCenter (928 sq ft.) CFL, Ext. Doors: 'A': Wall Sconce /Spiral 42W /Electronic 1 3 42 126 CFL, Entry:'B': Pendant /Spiral 42W /Electronic 1 1 42 42 Fluorescent, Dressing:'C': Low Profile Square /Other/ Electronic 2 3 72 216 CFL, W.C.:'D': Fan/Light /Spiral 13W /Electronic 1 2 13 26 CFL, Existing: EXISTING: Pendant/Surtace /Spiral 42W /Electronic 1 3 42 126 Total Proposed Watts = 536 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 1114 Total Proposed Watts = 536 Projec[Compliance= 578 '..Interior LightingPA$SESDeslgn52%'hetter than coder° - ; Project Title: Avalanche Ranch -Barn Remodel Report date: 11/02!09 Data flename: C:\Projects\Avalanche Ranch\,4vRanch.cck Page 5 of 9 ., ,ao.y:' .............. ~.,..,...., .....,..... __ , fB~RN LtIC)~I-~IT E. I. I~. ~ I ~\ ' 1. Gooseneck Barn Lghts ...................................... p .. W all Sconce Lighting .................... ................ p .. Pentlant Lghting .................... . p ... ............. Ohantleliers .. p Vintage Inspirer) Lighting ........................... .. p .... .. Contemporary Lighting ...................................... . p .. Table Lamps ............. . p .. .................... Floor Lamps .. .. .. p Lamp POS[LightMg _ __.. .. p Restaurant Lighting p Goosenecks 8 Hartlwaro ........... p ........................... Horse Bam Lighting ............................. . .. p .. .... Barn Ceiling Fans .. p HOme Ceiling Fans ~ ~ ~ ~ p Wa118 Pedestal Fans p Outdoor Decor _.. .. p . _.. _.. _. _ Light BUlbs .. p Clearance Lighting ~ ~ ~ .. p Antique Lghting _.. _. _... _ ~~ . p Barn Hardware p ArchRectural Sahage ..................................... p .. Terms 8 Contl3ions Customer FAQ's Request Catalog Downloatl PDF Utalog Trade Discounts Gooseneck Arms earn Light Finishes lantern Finishes Protluct Vitleo's Facebook/Twitter About Us Contact Us 1 of 3 Hnme -. 1Nal uon e~i..hrm -. eam wal Ggng ...... ,E Barn L'ght Americana Warehouu Sconce CODE: M-15312-B Price: $234.88 Shade Size: 12" Shatle/H-15312-8 Shaee Finish: 93-White Wire Cage: Nme Guard & GIaSS: None Wattage: 7i Watt CFL (+j35.00) ~Z Quantity: i Add m wish Listp Description Images Send to frientl Reviews Related pmduccs BARN LIGHT -THE AMERICANA SCONCE v Canplete with classic appea2nre and historic appeal, ' the Americana Warehalse Sconce exemplifres [rue rustic charm. Available in many appealing finishes, mis sconce makes the perfect addition to any home or retro Downloatl post antl beam bam. Whether you illuminate the halls ~~ Datasheet of your home a doors of your garage, the Anleriealy will provide ample light wah [mdRional style. • Ameriwrw Warehouse Smnce • Multiple Fnish Choices • 12" Shade Dimensions: Height 12" -Width 12" - PmjecHOn 15" 200 :'° G I ~INT.~GE Tiwlrts RII IPI\\ hLKlrln 1~1 NY[ Log in /Register Orders .• Wlsb ^st Tm[k my order js): Order lD/E-mril -. 10/28/2009 1:57 PM ~3(:~1~ ~ Home I aeom u: I ~s I eA0's I Traaa ~raears I Tsmis a toMtons I t ma ~.° r3rt is empty (Yle~sa[t t ) -----~: watt • 14" Shade Dimensions: Height 15" -Width 14' - Projection 16" 200 Watt • 16" Shade Dime'nions: Height IS" - W'idtl• 16" -Projection 18" 200 watt • Back Canopy Diameter: 6.25" • CFL 8 HID Ophons • UL Listed NOTE: Projection =Measurement fiom wall to oucsitle Edge of Shade. ', Finish: Galvanized Finish: BldCk 2 of 3 ~t 10/28/2009 1:57 PM t~~L'~18 DAlll L]~LL~HI3611G61Y3 W6r E1NVJE JVVIIGE IILL}l.// W W W .Urtl W l~'ILLGIGV LL 1G.GVl1Y W LLll-JbVIIbP Vb'1144(f V W u- W 0.u-ab... Cast GparE (CGU) & Glass: Note-(Will only fit 12" Shatle or larger) GWSS Cobr Options ,~ / ~ ~ ua~lue Iim Aml~n fl..... Wv~ x'n umn WJ WIRE GpARp (WGR)CAGES MYn pWla (W(aRl Wlolt av Wa0. tf Ntl0. tf Naq. 1f NG0. ff ~~-/-~j MORR M Vl~ 14Yi0..ZT Home noon us comam ua rno~e uaaa o~s~oume re~maacom;uon: sne map Copyright ®200&2on9 Sam Lighl ElecNC Company. 3 of 3 10/28/2009 1:57 PM Ot3iJ19 ACCESSORIES & HARDWARE Warehouse Shade ~ . Collection 1 A ~c~~ Job Name: ~ H-15106-B Type: A oaaatny: ~-- e ~ ~ For Wall I--- C A D Mount Only H_151oe-e H-15110-B J_ Item Height Widtlt Projection Canopy Dia. Number (A) (B) (C) (D) H-15106-B 8' 6" 8' S 1/2' ~~- B~ H-1510&8 12" 8" 10' 8 1/4' C H-15110-B 13' 10" 13" 6 1/4" H-15312-8 12-1 /2" 12' 15" 6 1/4' H-15312-B H-15314-B H-15314-8 15' 14" 16' 61/4" H-1531SB H-15318-B 15" 1fi" 18' 6 t/4' FIxWre _ FhNre Optbnal _~ WattagPgma - O~Plbns - Voxage No. Cobr Accasaorbs Cabr Lam O H-15106-B(i) standard(2) ccu sla„tlartl bcaadeasan[(1)Ballast optba Incamesmm (1) 91 (Bleat) (Cam 9aartl el (Bieck) (B'e'ak not avanaNe (FlrNreb H-15108-B 93 (~~) a gle=e) 9a (wr,6a) alanaare 76w, roc INC. amr~eam 1zov. H-15110-B(1) 95 (Dk. cm) LcGU 95 (Dk Gm) ~ ~ s ~^'. (4) Dv am scedy.) H-15312-B 9s(caN.) %(GaN.) pedry.) RB H-15314-B BRl7 (ROSt) 9 eM & pie=s) BR47 (Rust) CFL (3) (R~~) MFL BK01, GN20. For all (Compact OBB (HUN 12wzTrvl H-15316-B wGU idslws FluoreacenQ (Onboard) HIO Upgraded (Wire guard 13N:FL Finishes 3 bass) ~~4,~ ~ 18ICFL OBB M ~ up p~ 29, 68, 82, 90, 28I32I47JCF1 (FixxesceM 2AwtTrv) 92, >K, 97,%, LWGU MfCFL ODtlons 100, 103, 10l, (Large afro 72R:FL 13WSTN) 105,110,172, guard & glass) !2/CFL 113, 114, 175, ARN 57ICFL Far spas 117, 118, 119, (ACam globe) DMB ~ _~ s 120, 127, 128, (Oimmabk 129, 133, 13q LARN Ballast for CFL 175, 136, Ot, ([ergs Atltl to Part NoJ 11, 22.25.33, amm 9bbe) 77, 89, 24, 44, HID(3) 48, 49. M~/Ire gwrtl) da°hw Intereay arse) FarspecsaM MH(3) Forfinish glass color spas see s~ ~~ (Halal Heide) pages 321x14. 35MH SOIMN 344348. 70IMN 1%IMH i501MH t75MN HPS(3) (High Pressure Sotlium) SOMPS ]OMPS 100MP5 160MP6 H-15312-B - 91 ~ WGR - 91 ~ 13/CFL - BCM - ~~ ORDER EXAMPLE (OSE THIS FORMAT TO PLACE OROER f Notes: (1) H-15106-8 available for 75W Max INC mty (3) Requires Globe Option (Sea pages 339-341 for Gbbe OpBons) and not available v4M glass enclosures. CGU antl WGU Max. Waeage 100W INC, 100W HID and 32W CFL H-15108-8 and H-15110-B avalW6la for 100W Max INC only LWGU, LCGU, ARN antl LARN Max Wattage 200W INC, 175W HID arM 57W CFL. and not avatlade with glass enclosures. (2) For intedor finish of fixture refer to odor chart on (4) (RB) Remote ballast not available for Fluorescent Camping. pages 344348. H-15312-8, H-15314-b aM H-15316-8 nd available in copperflniSh. SuOabb for wet bcation. ~~~.;~2~ ndru 1.lgtu venteu wareDOUSe renaani ` _. http://www. barnlightelectric.com/pendant-1 ighting/barltpendant-light.. ~ sms I About Us I tnn~ ~s I Fs I raae D«ounrs I ?s~~e runs I ~ @Er Cart is emPtr (Vleyi_ral3 IDetk4ut ) Gooseneck Barn Lighls ...................................... ~ .. Wa115conce Lighting .................................... p .. Pendant Lighting ~ D Chantleliers p Vintage Inspvetl Lighting D Contemporary Lighting ...................................... D .. Table Lamps _ _. _ O . Floor Lamps .___. . , p Lamp Post Lighting ~ Resuurant L'ghtmg .. ~ ... ............................... Goosenecks 8 Hardware ...................................... .. D .. Horse cam Lighting ...................................... 11 .. Barn Cellki9 Fans D Home Ceiling Fans ~~~ ~ p Wa118 Pedestal fans D Outdoor Decor . _.. _. ..___._._ .. Q _. Light BUlbs ~ Clearance Lighting D Antpue Lighting ~~~~ ..................................... p . Barn Hardware ................................... . ~ .. Architectural SaWage . l1 s~ ~ reMam lnhtnn -' ea~a~t ~nrs -. ~;.-, - ~ - fiWfiii'iYY'- [) Bam Light Verrted Warehouse PeMant 12' to 27° -. Log in /Register » ONers ~~ Wlsh Us[ CODE: H-15612 Price: $224.00 I Shade: 16" Vented Warehouse/H-1561fi (+$20.00) Finish: 93-White Terms &COndi[ions Guard/Glass: None Customer FAQ's Mounting: Black Cord HUng Request Catalog Canopy: Cord Hung Wattage: ']! Walt CFL (+$85.00) 4 Download PDF Catalog Quantity: 1 Trade Discounts Gooseneck Ames Barn Light Finishes 11dd to Wish List lantern Finishes Product Video's Description Send to friend Reviews Related products Facetack/Twitter About Us Contatt us • H-SSfi1212" Inch Vented Warehouse - (W 12" x H O8") 200 Watt • H-1561414' loch Varied Warehouse - ~ (W 14" x H 09') 200 Watt • H-15616 16" inch Vented Warehouse - (W 1fi" x H 10°) 200 Watt Download ° • H-15618 18 Inch Vented Warehouse - p~p~ Datasheet (W 38° x H 12") 200 Walt • H-15620 20" Inch Vented Warehouse - (W 20° x M 15") 200 Watt • H-15624 24" Inch Vented Warehouse - (W 24° x H i6") 200 Watt • Multiple Finish Choices • Multiple Mounting Options • Copper Stem Mount Available -Please Call for Kiting 1 of 2 Trade my order(s): Drder lD/E-mail -+ g 0/28/2009 1:49 PM ~U~.~.;~L.L Iti'~AGE j,IG . i -rl.H l H s . • Prxiou--ya~A~. s L~1..\\~IL' n^ Warn >_.tgnt ventea wazenouse renaant ~ UL Listed Ezamole Hardware Ootion~ nttpa/ww w. baznlightel ectric.cotldpendant-lighting/barn-pendant-1 i~lt... E%AMPLE: 20' Wlnted Wa2house Pendant -102 Raw Ahmiinum Rnish Glass Color Options ~,~ I , ,...w „~. n~~~n. u.., w.., a..e. w,.. xe Wire Guard & Glass (WGU) Cast Guard and Glass (CGU) Glass: Green, Blue, Red Cleat Frost, Clear Ribbed WIRE GUARD (WGR) CAGFS Wire Gwrtl (WGR) Woa r Yg0. f0' W40. IZ' VA0. IY WO0. ,T W00..,f ~0. al' NV0.. ~. dome I atom u, comas u: Enos naae o~s_„nis Tamsaco~aem~z I sna mae CopY~9ti 0 200&2009 Barn Light Elednc Company. 2of2 g 10/28/2009 1:49 PM CJ~6tJ22 '°°""""' Vented Warehouse Shade Collection Typo: UuanlYy O O O Item Height Width A Number (A) (B) H-15612 8' 12" H-15614 9" 14" H-15616 10' 16" H-15618 12' 18' H-15620 15' 20" H-15624 i6' 24" Imo-- B H-15627 18" 27" Fi>~re Flo Mounfln9 MC~ng Accassorles A~COIO~y Lamp optlons Ballast Village H"15612 starNaN (1) Mountlr,g SIaMaN CGU StendeN Incandeamnt eauast optlon Incentlescen[ 91 (Black) Optlons 91 (Black) (Cast gueN 91 (Black) (FIxMm X not available (Fixtwe k HA5614 9](White) t2' 93 (White) aglass) 93 (Whxe) ebntlaN 200 W. roc lNC. standard 120V. H•1561B 85 (Dk.Gm) 314• 95 (Dk. Gm) 95 (Dk. Gm) oa not eperky.) (4) Do not spaciry.) % (Galv.) 96 (GaIvJ LCGU 98 (GaN.) (3) RB H•15616 BRd](RUaq CaN Op5ormt2) CFL Remote CFL BR4T (Rust) (Large rest BRI7 (Rust) ( ) H-15626 SK01, GN20. CBB (8' Blk CoN) (Compact M guard 8 glass) Fluorescenq CWB (3'Wht CON) For all For ell 13ICFL BCM (MUM 120/2TN) H-15624 Upgretletl CGe (8'Grey finishes WGU flnishes 1~pL (Canopy MOUM) H-15627 Finishes. M.an CON) HID 28.66.32, 8D, see Pages (Wlm guard sea pegea 28g2M2ICFL PLB(5) RB aM BCM 82.94.87, 9B, Custom CoN 344"&18' 8 glass) 344343. 2&CFL 100, 103, 10d, Optlcns(2) ]2K:FL (POStline) N (MuN 120/103/ 105, 11 D, 112, CB_(Blatlt) LWGU d2.CFL 2402TN) 113, 11d, 115, CW_(VJhita) (Large wire ST/CFL For sPeas PLB t1T, 118, 119. CG_ guaN 8 glass) see Pages t 12DV 120, 127, 123, (Gray Mesh) GMB 34143. 2(27 ) f29, 133, 136, SPedfY length ARN (Dimmable ( >h 135,136,98, (ACOm9~) Ballast roc CFL 1D1, 1D2, 137, Stem Optlans Atltl to Part No.) 121,123,129, (Stem 12') LARN HID (9) 12d, 115, 128, _ST 11,01,22,25, Specify lengM SWm lobe (pH, l9~lntena6y 33, T1, B9, L, aM canopy, g ) ergo) M, 48, 49,15, HSC (Cer,oPY) WGR MH (3) 16. 3MC (Canopy) (Wire guard) (Metal HeKtle) For flnkn FMSh MWm ]SMX spare s~ Gp8an8 SK SOIMN Pages FXSC (Swivel knuckle) TOIMX 344.34a FSMC tO01NX ~ 15wMX Am, OPEOns (Flexible Wbieg 1TSMX B•1 XL4< HL-A HLL fixture onl~0~ HPS (9) HL41 P-t (High Pressure XLL P3 For specs and SoWum) XLO SOMPS glass color TOINrS Forall anus antl see Pages 100MP3 space sae pages 321-361. 150MP3 321-344. H-15612 - 91 ~ 1/2" - 91 ~ CGU-CLR - 91 ~ 13/CFL - BCM -~ ORDER EXAMPLE (OSE THIS FORMAT TO PLACE ORDER) Notes: (1) For intedor finish of flzture refer to color chart on pages 344-348. (2) Cord Mounting wattage not to exceed 100 for HID. Gray Mesh Cord not available for HID. (3) Requires Globe Option. (See pages 339-341 for Globe Options) Max Wattages for CGU and WGU are 100W INC, 32W CFL and 100W HID. Max Wattages for LWGU, LCGU, ARN and LARN are 200W INC, 57W CFL and 175W HID. (4) (RB) Remote Ballast not available for Fluorescent Lamping. (5) (PLB) Posl Lina Ballast must specify 120V or 27N. (PLB) 50W MH requires a 3" ilia. pile. (PLB) 70W end 100W MH require a 4" dte. pole. (PLB) SOW, 70W, 100W and 150W HPS require a 3" ilia. pole. Suitable for damp location. (Except when ceb mounted) ~~~JZ3 Ltihoma L)ghhng - the best value m hghhng http://www.lithonia.com)producUresi.aspx'!pl=llecorahve+e~o2Y+Kes... ~+~ L/THON/A L/GHT/NG' "` Home ~Cnmpany Resources Training Oistnbutors Hales Susiainability Contact Lirhonia Lighting Pra Ducts _,x.. r... r..... ~,-or Resitlential Recessetl • Commercial & fntlusRial Fluorescent ° Fluorescent High Bay Special Applications " Inooor HlD Emergeixy - Downli9hting & T2ck Outdwr • • ContraROr Select pal Wirinq acid Go ntr=pls RELOC Wiring Solutions • Synergy Lighting Controls znrinonx, ...._. ~;nropanLs ra;_;c,iress Spedhcatlon Sheets ' Photometrics PSG Catalog • Acrylic Compatibility Tables ' What's New Site Survey Did you find what you need? ,_.... .. t..aw-profi9e Square Square whte acryt(: Aifuser pmvtles soft, pleasing 1luminatbn from a s'unplistic Posture. Select Size: t2" ts' 20" c®m More features for this product are listed in [he table display below. Faat~~rx (1) 32 watt & 40 watt T9 ciciie Bob(s) Inctdetl. Install-on, wo a ~~t $230 ' Restlentel imerterence iTh othe r h Y'Vl Elec[ronk ekClmnkS W te FM]2 ACl5 LP lgM Output: Thk PoRrxe provtles Y9M output equal to (4) ]SW bran0esceM Dub(s). (I) 32 watt & 40 watt T9 -- dreire aVD(s) MI nclitled. NstaM-on, gotetts agaiMt Re n l ewth other ~tto ~ ekc[m~ Wh[e 4230 ~ FMLS ]2 ugh[ Output The Pogue proviies YqM output equal [o I (4) 76W irrandesceM _ bob(s). (3)26 watt compaR quatl ----~--- ~-~~-- [ube sub(s) rot ircbtled. NstaMOn, protects a9ans[ Restlentlal urterference wM other 61et[mnk elMmnks White $300 FML520326DTr light Output: Th's Po2ve provtles BgM output equal [o (6) 60W hkaridescesK buD(s). - -~--~ ~• =..y .a ~n,. pc. uay ar au.au cer xwn over the ife of tM Rgrescent Vs bcandestent bobs. Complementary Fixtures Low-profile Round O ¢ ~- t n.r5 r ? ai t~a7r Liehn _i AAia FJ e .Lamps C ~2(kpi9 Gotha I ~ul~ ~ I ~ L sng ,. p„vp~ : _ p, Inc a nVin .Irk~gtt ~ Me al Op~ica'Feeness RBloc?Sensor Sm la `Sin Tr-Plr ~-ry r z Prlic~ G lofl (~G 10/28/2009 1:32 PM ' ull~.~r~rL/i tvtuone moaei: /rf~xr i - ruorescent ran-t2gia- rarvl,ignts imp:uwww.nutone.compr(xiuct-Gerau.asp!noauctilFl i~~o i. 61Ttt/vENnunTroN FANS Bath Fans Fluorescent Fan-Light ~~ I°a0/Lights MANGE MOODS ~ Mode1769RFT cEtpNG FANS • Engery-saving Fluorescent Fan-Light CombinaUOn utllizes one (1) NEMA Type i CFATRAL VacuuM SYSTEMS CFQ33W/G24q 13 watt compaR fluorescent ~.~ lamp (lamp must be purchased separately). I DOOR C19MF5 ~/ • EIeRfO01c Ballast I '; HEATERS ~ `~ White polmeric grille wRh break resistant ~I INTERCOM SYSTEMS ~ ~ ~. p0lymerlC len$. ~`~ • Qmet operation with moldetl polymeric duct ~~ - collar and backdraR damper. IRONING CENTERS • 9" x 9" x 5-3/4" galvanized steel housing. I' MEDICINE CABINETS • Plug-in m0[Or and fight. SFCUR[tt GBINETS • Uses 4° tlUGt. • For baths up [0 65 sq. R., other rooms up [0 85 i NOME THEATER/AUDIO 5q. R. • 70 CFM 11 • 3.0 SDnes i r~ Y I A __ _. GFRDfIEp [ontacf your local tl ler far pricing '. speafirabon SheetY informatimt on aH NeTOne products except NuTone Catalogs range "°°ds. Additional Modes Available: r r • r r ~ ~ NOTE: Specykztbn Sheets antl Lstellitbn 668RP Celig FaMtgh[ Guiles are prpvbed bArbOeAwbat (.prlf) ~fi3aLry CeWg Fan-light format CrKk he[e to OownbaO Aloha J64aEf FAwnaceM Fari-tight - Arroba[for free. ]54kL CeBng Fan-tight , _. __. k 1 tp .CMf Wl PARTS uta-c rLr ROM NUTOnz``~ ' FYero- l•ntu rtrnr v'its i • ~. Ga.^ Lo"ipactcr Epp ,~ Z ' Reno our FAQs Locate. a Nujo_ne Seryv ~ Center 12,2009) ToneO Stimulus Packai g Americans, Keeping l vidin0 Superior Indoor 29, 2009) r Installation makes all the =rice when installing duct fnr your fan '29,2009) ~neiJ Nametl Brand Leaders in 'oom Ventilation/Fans OUT MORE! 1, 2009) I ne~A Decorative Fan!Lights ' Contemporary, Cased Design powerful Ventila[ior I OUT MORE ~ 1, 2009) tlity Sensing Fans Etfxtively ut Moisture, Prevent Mold opment OUT MORE 1, 2009) 1 oft 10/28/2009 2:18 PM t~~~.;J`L5 COMcheck Software Version 3.6.1 Mechanical Compliance Certificate 2003 IECC Section 1: Project Information Project Type: Addition Project Title :Avalanche Ranch -Barn Remodel Construction Site: Owner/Agent: Designer/Contractor: 12863 Hwy. 133 Chuck Ogilby Dean Moffatt, AIA Carbondale , CO 81623 12863 Hwy. 133 Sundesigns Architects, PC Permit No. unknown Carbondale, CO 81623 901 Blake Ave. Permit Date: unknown 970-963-3901 Glenwood Springs, CO 81601 ogilbycm@rof.net 970-945-2201 sda@rof.net Section 2: General Information Building Location (for weather data): Carbondale, Colorado Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7313 Cooling Degree Days (base 65 degrees F): 328 Section 3: Mechanical Systems List uanti Sy tem Type & Description 1 HVAC System 1: Heating: Radiant Heater, Hot Water, Capacity Unknown /Single Zone 1 Plant 1: Heating: Not Water Boiler, Capacity Unknown, Unknown, with Watedoop Heat Pump 1 Water Heater 1: Service Water Heater Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 ~ 1. Balancing and pressure test connections on all hydronic terminal devices Requirements Specific To: Plant 1 ~ 1. Newly purchased heating equipment meets the heating efficiency requirements ~ 2. Loop temperature controlled with 20 degrees F deadband where neither cooling towerlFlUid cooler nor boiler can operate ~ 3. Two-position valve on each heat pump having total heat pump system power>10hp ~ 4. Systems with multiple boilers have automatic controls capable of sequencing boiler operation Requirements Specific To: Water Heater 1 ~ 1. Heat traps in inleUoutlet fttings ~ 2. 1/2-in. insulation on 8 ft of inleUoutlet piping if no integral heat traps ~ 3.. Unknown hot water system type. Efficiency requirements can not be determined. Generic Requirements: Must be met by all systems to which the requirement is applicable: ~ 1. Load calculations per 2001 ASHRAE Fundamentals ~ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ~ 3. Minimum one temperature control device per system Project Title: Avalanche Ranch -Barn Remodel ^~Report date: 11!02/09 Data filename: C:\ProjectsWvalanche RanchlP,vRanch.cck Page 6 of 9 Ut~!,~~~ ~ 4. Minimum one humidity control device per installed humidifcation/dehumidification system ~ 5. Automatic Controls: Setback [0 55 tlegrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations ~ 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum ~ 7. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerantlbrine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. far pipes >1.5 in. - Exception: Piping within HVAC equipment. - Exception: Fluid temperatures between 55 and 105 degrees F. - Exception: Fluid not heated or cooled. - Exception: Runouts <4 ft in length. ~ 8. Operation and maintenance manual provided to building owner ~ 9. Newly purchased service water heating equipment meets the efficiency requirements ~ 10. Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies ~ 11.Stair and elevator shah vents are equipped with motorized dampers ~ 12.Three-pipe systems not used Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the huilding plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. Name -Title Project Title: Avalanche Ranch -Barn Remodel ~lp Dat1tl'a fi/`lern~/ame: C:\ProjectsWvalanche RanchlAvRanch.cck OVIJJ4 Signature Date Report date: 11/02/09 Page 7 of 9 COMcheck Software Version 3.6.1 Mechanical Requirements Description 2003 IECC The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. Requirements Specific To: Plant 1 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/Fluid cooler nor boiler can operate. 3. Two-position valves must be provided on each heat pump where the total heat pump system power is greater than 10 hp. 4. Systems with multiple boilers have automatic controls capable of sequencing the operation of the boilers. Requirements Specific To: Water Heater 1 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or Feld-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specifed noncirculating service hot water system is required for all piping in the following categories: a) [he first 8 ft of outlet piping from any constant-temperature, noncirculating storage system b) the inlet piping between the storage tank and a heat trap in a noncirculating storage system Pipe insulation must be at least 1/2 in. and have a conductivity no >0.28 Btu-in/(h-ft2-degrees F). 3. Service water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following miniumum efficiency: Unknown hot water system type. Efficiency requirements can not be determined. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and coaling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following cdteria: a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2-hour occupant override, d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air Flow to the minimum required levels. 7. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter, 2 in. for pipes >t 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter, 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter, 3 in. insulation for pipes >i 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Project Title: Avalanche Ranch -Barn Remodel ~ _~ Report date: 11/02/09 (Dyat~~app filename(~C:\ProjectsWvalanche Ranch\AvRanch.cck Page 8 of 9 U(itiUG(3t - Exception: Pipe insulation is not required for piping that conveys Fluids that have no[ been heated or coaled through the use of fossil fuels Or electric power. - Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. S. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired orfield-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. 9. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed ASHRAE 90.1 Code. New service water heating equipment can be assumed to meet these requirements. 10. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 11. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required 6y fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. - Exception: Gravity (non-motorized) dampers are acceptable in builtlings less than three stories in height above grade. - Exception: Ventilation systems serving unconditioned spaces. 12. Hytlronic systems that use a common return system for both hat water and chilled water must not be used. Project Title: Avalanche Ranch -Barn Remodel Report date: 11/02/09 Data filename: C:\Projects\Avalanche RanchWvRanch.cck Page 9 of 9 W Member# Av Ranch B1 Locatlon : Barn Roof r i qi=r1 t<,- o< r~.IP, i:.,t t _., Nominal Size : (1) 4 x 10 Species = Douglas Fir-South '_ Grade= No.t Span (L) /Cantilevered Length (CL) = 7 ft - 2 in / 1 ft - 0 in Tributary Width (B) = 9 k - 5 in Unsupported Length (lu) ~L / (JCL = 2 ft - 0 in / t ft - 0 in ~, ~ ~ F!( ` ~ fn nf I.nfvr Data Home Print Version evp i ~ Beam or Girder !' Joist or Rafter Member at Floor narf Repetitive Use 4! Incised for PT? No vas Flat Use : No r es Moisture Content : <tsv >15% Temperature C F) : qpp 106-125 125-150 Set Durafion Factors I ~r with Cantilever Set Deflection LlmRs Rests Loads to Zero _t~)', a. .:n LOADING Load Type Max N (psi) 8 V (Ib) on L Max fv (ps) 8 V (Ib) on CL Max Po (psi) 8 M (Ib-ft) on L Max Po (ps) 8 M (Ib-ft) on CL Max Defl_TL (In) witMn L Max Daft LL (n) wkhin L Deflection_TL (in) ~ CL end Deflectlon_LL (in) ~ CL end Stress and/or Deflection Check ___-> OK A c t u a l Allowable Ratio 80 1731 207 4466 39"/n 6 140 207 4466 3'Yn 936 3894 1271 5265 74`:0 -60 -248 1271 5285 5"/0 -0.12 L1718 Uit3C 0.48 25% -0.09 0523 _~ _ ... 0.36 26°(0 0.02 CLI503 i;!JJO 0.13 tt?•°/r 0.01 CL/962 _. L:',.' 0.10 12`% (- with Point t.oad(s) 1- with Sbped Load(s) e.=) Dead Load Uniform w (psf) = t 5 Snow Load Uniform w (psf) _ ~ 50 ~ t]D - ~. =.L~ =1 ~~ Shear Force, V(Ib) 4000 2000 0 -2000 Bending Moment, M (Itrft) Adjustment Factors for M for V fob EE Wet Service CM = 1,00 1.00 1.00 Temperature Ct = 1.00 1.00 1.00 Beam Stability CL = 1.00 N/A N!A see CF = 1.20 N/A N/A Flat use Ctv = 1.00 N/A N/A Incising CI = 1.00 1.00 1.00 Repetitive Member Cr = 1.00 N/A N/A Design Values Fb st Fv Iasi) E /rill Tabulated _. _ _. `,. Atljusted 1271 207 1300000 Section Propertles a ~~ breadth (b) = 3.5 in depth (d) = 9.25 in Area (A) = 32.4 in^2 Section Modulus (Sx) = 49.9 in^3 Moment of Inertial (Ix) = 230.8 in^4 Total Load Deflection (in) G~l;J3Q 2151 Ib 2848 Ib , 1 1 1 W~ ~ 1 1 1 I' (a FiCI-/ f0 L ~:ei)i~!'. iCr Yfi pia !: nt Dote ;Setup;:: Beam or Member# AvRanchB2 Member at Location : Barn Roof Header Repetitive Use 7 Nominal Size : { 1) 4 x 10 incised for PT 7 Species = Douglas Fir-South Flat Use _ _ -'_ Grade= No.t Moisture Content: Span (L) = 5 ft - 4 in Temperature (° F) Tributary Width (B) = 0 ft - 0 in Unsupported Length (lu) = 2 ft - 8 in sae oaratlos Factors Home Pnnt Vercirn irdar C Joisk or Rafter Fioor li R r No Ves No Ves X79% >19% Q00 tlb-725 125-150 --------------------- f wdh Cantilev ------------ er sec oelleccion Limks ; ~ with point Load(s) Reset Loads to zero i f wRh Sloped Load(s) Stress and/or Detlection Check __,,, oK A c t u a l Allowable Ratio Mau N (psi) & V (Ib) 7.5 1616 207 4466 36'/0 Max Po (ps) & M (Ib•ft) 1031 4287 1269 5277 61 "./e Total Load Max. Deft. Qn) -0,06 u1091 !'. ~~? 0.36 16"/0 Live Load Max. Deft. (In) -0.04 L/1513 ... _ ~. 0.27 16C!, LOADING Load Tvce Dead Load Uniform w (psf) = 0 Point 1 a (ft) = 2.66 P (Ib) = 898 Point 2 a (ft) = 0.00 P (Ib) = 0 Snow Load Uniform w (psf) = 0 Point 1 a (ft) = 2.66 P (Ib) = 2,325 -- _ ~ Point 2 a (ft) = 0.00 P (Ib) = 0 _~ Shear Force, V(Ib) 6000 4000 2000 0 Bending Moment, M (Ib-R) Adjustment Factors forts fort/ for E Wet Service CM = 1.00 1.00 1.00 Temperature CI = 1.00 1.00 1.00 Beam Stability CL = 0.99 N/A N/A size CF = 1.20 N/A N/A Flat Use Crc = 1.00 N!A N/A Incising C~ = 1.00 1.00 1.00 Repetkive Member Cr = 1.00 N/A N/A Design Values Fb /asn Fv i E /an] Tabulated _. ... ~, Adjusted 1269 207 1300000 Section Properties a®~ breadth (b) = 3.5 in "~~_, depth (d) = 9.25 in ~ Area (A) = 32.4 in"2 Section Modulus (Sx) = 49.9 in^3 Moment of Inertial (ix) = 230.8 in^4 Total Load Deflection (in) U~(.;J31 1616 Ib 1607 Ib ;. ,.~a w ~ I I v ro -~. Qr1er'ro ,~r~a~d lr~t t~sfa; ~.~~ ~ tm~nala home Rnnt Version Setup~ir- Beam or Girder ~' Joist or Rafter Member# Av Ranch RB1 Location : Ramp Beam Nominal Size : (1) 6 x 12 Species = Douglas Fir-South .~~ ~ Grade= _ ____. No.t Span (L) = 17 ft - 0 in Tributary Width (B) = 2 ft - 0 in Unsupported Length (lu) = 1 ft - 4 in Stress and/or Deflecdon Cheek --- ~ OK A c t u a l Allowable Ratio Max fv (Ps) 8 V (Ib) 41 1735 165 8958 ?"':o Max Po (ps) 8 M (Ibtt) 822 8309 1298 13112 u3"/e Total Load Max. Defl. (in) -0.52 U395 ..,,..., 0.85 l ft'% Live Load Max. Daft. (in) -0.45 U454 ,.~:~~ a~ 0.57 79'%, Member et~ Floor Roof Repetitive Use 7~ Incised for PT ? No v es Flat Use : No V es Moisture Content: qgq :19% Temperature (° F) : <100 1~-125 125-150 Set Duredon Factors : ~ wdh Cantilevef Set Deflection Limds ; (` wj(jt pojnt Load(s). Reset Lmus to zem i f with Sloped Load(s) LOADING Load Type Dead Load Uniform w (psf) = 15 Floor live Uniform w (psf) = 100 - v I '~~ Shear Force, V (Ib) 10000 5000 0 Bantling Moment, M (Ib-ft) Adjustment Factors for M for V for E Wet Service CM = 1.00 1.00 1.00 Temperetura Ct = 1.00 1.00 1.00 ream Stability CL = 1.00 NIA N/A size Cp = 1.00 NIA N!A Flat Use Cn = 1.00 N/A NIA Incising Ci = 1.00 1.00 1.00 Repetkive Member Cr= 1.00 N/A N/A Design Values Fb lnsi) Fv /atn E lav7 Tabulated ,. ~, Adjusted 1298 165 1200000 Section Propertles breadth (b) = 5.5 in o® depth (d) = 11.5 in ,® Area (A) = 63.3 in^2 Section Modulus (Sx) = 121.2 in^3 Moment of Inertial (Ix) = 697.1 in^4 Total Load Deflection (in) • 0~~~.;v32 195516 7955 ib w t. ~ ~ ~~~ ru ~ !. ua~7 I;y_ ~ uY_ ~, ~ -3t i E nfei Date Member # Av Ranch FJ2 Location : Ramp Joist Nominal Size : (~) 2 x 6 Species = Douglas Fir-South __ _.' Grade= No.2 Span (L) = 4 ft - 0 in Spacing (S) = 16 in Unsupported Length (lu) = 0 ft - 6 in Stress and/or Deflection Check ~-- ~ ~ OK A c t u a l Allowable Ratio Max N (psi) 8 V (Ib) 43 236 180 990 24"% Max fb (psry & M (Ib-R) 487 307 1266 798 38`io Total Load Max. Dell. (IN -0.04 1!1356 ,_ ~_.,,_ 0.20 ? 81. Live Load Max. Defl. (in) -0.03 U7560 ..',.,. 0.13 23°/~ f~ ~~` ()r~i~ r Frn Home F not Vusinn ;Setup : r' Beam or Girder !~ Jofst or Rafter : Member at Flwr R Repetaive Use ? J I tnCiSed for PT 9 No Yes Flat Use : No Y as Moisture Content: a1g% >'~g% Temperature(°F): qp0 100-125 i25-t5a i •----'-'----- ----------------~: sat Ovratloa Faetors i r with Cantilever set Detlecnon Limns ,, (- -~ PoiM Load(s) ~ -~ Reset Loads to Zero i r with Sloped Load(s) LOADING Load TVtx Dead Load Uniform w (psf) = 15 Floor Live Uniform w (psf) = 100 -- Shoat Force, Y (Ib) 400 300 200 100 0 Bending Moment, M (Ibft) Adjustment Faetors forts /orV forE Wet Service CM= 1.00 1,00 1.00 Temperature Ct = 1.00 1.00 1.00 Beam Stability CL = 1.00 NIA N/A size CF = 1.30 N/A N/A Flat use Cra = 1.00 N/A N/A Incising Ci = 1.00 1.00 1.00 Repetitive Member Cr = 1.15 N/A N/A Design Values fb lath v s! E /asr2 Tabulated -,. `.,.: ..'~.:;.:~ Adjusted 1268 180 1200000 Section Properties breadth (b) = 1.5 in °'° ~ depth (d) = 5.5 in °~~`~~'-- Area (A) = 8.3 in^2 Section Modulus (Sx) = 7.6 in^3 Moment of Inertial (Ix) = 20.8 in^4 Total Load Deflection (in) C~~(.:J33 307 Ib 307 Ib BO~SE- BC CALC® 2.0 Design Report - US Build 287 Job Name: Avalanche Ranch Address: City, State, Zip: , Customer: Avalanche Ranch Code reports: ESR-1336 B0, a" DL 1551bs SL 477 Ibs Total Horizontal Product Length =09-05-00 B7, 2-112" DL 151 Ibs SL 465Ibs Load Summary Live Dead snow wnd Roof live Tag DescriMion 1 Standard Load Load Type Unf. Area (psf) Ref Start Left 00-00-00 End 700% 09-05-00 80X 176% 73~% 728% OCS 16 5 ~~ 0 2q Controls Summary value %Allowable Duration case span Disclosure Pos. Moment End Reaction 1,342 ft-Ibs 5881b 49.4°k ° 115% 3 1 -Internal completeness and accuracy of Input must Total Load Defl. s L/673 (0 174") 49.3 k 26 7% 115% 3 1-Right bevedfiedbyanyonewhowouldrelyon . . 3 1 output as evidence of suitability for particular Live Load Defl. L/870 (0.135") 27.6°k 3 q application. output here based on building Max Defl. 0.174" 17.4% 3 1 code-accepted design properties and Span !Depth 11.4 n/a 1 analysis meMads. Installation of BOISE engineered vroai products must be in accordance wRh cuneM Instailat'an Guide Bearin $V 9 ppORS Dim. IL x y11 Value 7{j0'IION' X' S rt Pi11oT"~ and applicable bUlltling Codes. To Otxaln BO Wall/Plate 4 x 1-3/4 632 Ibs uppo M / ember Material Installation Guide or ask questions, please Bt Beam 2-1/2" x 1-3/4" 616 Ib n a ° n/a Unspecified call (600)232-0766 before installation. s 22.5 k n/a Douglas Fir BC CALC®, BC FRAMER® AJST"' SIB and Cut Len gth Slope Facia Depth Horiz Lengt h Product Length , ALLJOIST®, BC RIM BOARDTM BCI®, Plumb Cut with Hanger to dbl. top plates/12 0" 09-OS-00 10-06-06 BOISE GLULAMT'^ SIMPLE FRAMING SYSTErvI®, VERSA-tAM®, VERSA-RIM CBUtIOr1S PLUS®,VERSA-Rirv1®, Web stiffeners required at bearin B0 VERSA-STRAND, VERSA-STUD® are t g . rademarks of Boise Wood products, L.L.C. Design meets Code minimum (L/240) Live Icad deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 1 Single 9-112" BCI® 4500s-1.8 SP Rafter~R01 1 span ~ No cantilevers ~ 5l12 slope Wednesday, October 21, 2009 09:39 24" OCS ~ Repetitive File Name: Av Ranch Rafter 1 Description: R01 Specifier. Designer: Sundesigns Architects, PC Company: Sundesigns Architects, PC Misc: O~is~3!~ Ba$E" Single 9-112" BCI® 4500s-1.8 SP BC CALC® 2.0 Design Report - US 1 span i No cantilevers i 0l12 slope Build 287 16" OCS (Repetitive ~ Glued 8 nailed construction Joist\J01 Thursday, October 22, 2009 14:52 File Name: Av Ranch FJ-1 Job Name: Avalanche Ranch Description: J01 Address: Specifier: City, State, Zip: , Designer: Sundesigns Architects, PC Customer: Avalanche Ranch Company: Sundesigns Architects, PC Code reports: ESR-1336 Misc: Bo, z' LL 8701bs DL 701bs Bt, 4" LL 8701bs DL 731bs Total Horizontal Product Length = 07-02-00 Load Summary Live Dead Snow Wind Roof Live Tag Descdption Load Type Ref. Start End 100% 90% 118% 133•k 128% OCS 1 Standard Load Unf. Area (psf) Left 00-00-00 07-02-00 100 15 1S" ros. moment 1,093 tt-Ibs 67.5% 100% 77 1 -Internal End Reaction 910 Ibs 91.6% 100% 76 1 -Left Total Load Defl. 0885 (0.092") 27.1% 77 1 Live Load Defl. U958 (0.085") 50.1% 77 1 Max Defl. 0.092" 9.2°k 77 1 Span !Depth 8.6 n/a 1 Bearing Supports Dim. (L x tAll Value X Allow Support X Allow Member Material BO Wall/Plate 2 x 1-314 940 Ibs n/a n/a Unspecified 81 Wall/Plate 4" x 1-3/4" 944 Ibs n/a n/a Unspecified Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite EI value based on 23/32" thick sheathing glued and nailed to joist. SL Load Case was generated by Office Safe Loading Analysis Design Passes Office Safe Loading Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rety on output as eviUence of suNability for parbcular application. Output here based on building code-accepted design properties and analysis methods. Installa0on of BOISE engineered wood products must be in accordance with curcent Installation Guide antl applicable builtling cotles. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALWOIST®, BC RIM BOARDT", BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTENt~, VERSA-LAM®, VERSA-RIM PLUS, VERSA-RINI®, VERSA-STRAND, VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. C~i~!~335 B0~$E- Single 3-1/2" x 9-1/2" VERSA-LAM®1.7 2650 SP Floor Beam1FB01 BC CALC® 2.0 Design Report - US 1 span i No cantilevers 10112 slope Thursday, October 22, 2009 14:55 Build 287 Flle Name: Av Ranch FB-1 Job Name: Avalanche Ranch Description: FB01 Address: Specifier: City, State, Zip: , Designer: Sundesigns Architects, PC Customer: Avalanche Ranch Company: Sundesigns Architects, PC Code reports: ESR-1040 Misc: o7-oz-oo Bo, z' LL 933 Ibs DL 7431bs SL 7,1551bs Bt, a•' LL 978 Ibe DL 7791bs SL t,2701bs Total Hodzontai Product Lergth = 07-02-00 Load Summary Live Dead Snow Wind Roof Live Standard Load Unf. Area (psf) Left 00-00-00 07-02-00 Unf. Lin. (pif) Left 00-00-00 07-02-00 COr1trOIS Summary Value %Albwable Duration Case Span Pos. Moment 4,665 ft-Ibs 34.0°k 115°~ 2 1 -Internal End Shear 2,056 Ibs 28.3% 115% 2 1 -Left Total Load Defl. 0895 (0.091") 26.8% 2 1 Live Load Defl. U1,213 (0.067") 29.7% 2 1 Max Defl. 0.091" 9.1°k 2 1 Span /Depth 8.6 n/a 1 %alow %alow Bearing Supports Dim. fL x W1 value SuoPOrt Member BO WalUPlate 2" x 3-1/2" 2,832 Ibs n/a 53.9°k B1 Wall/Plate 4" x 3-1/2" 2,966 Ibs n/a 28.3°k Design meets Code minimum (U240) Total load deflection criteria Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 1 Unspecified 163 330 n/a Disclosure Completeness and accuracy of input must he verified by anyone who would rely on output as evidence of sukabilily for partkular application. Output here based on building cotleaccepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Gulch and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before Installation. BC CALC®, BC FRAMER®, AJSTM, ALWOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEfv}~, VERSA-LAM®, VERSA•RIM PLUS®, VERSA-RIM®, VERSA-STRAND, VERSA-STUD®are trademarks of Boise Wood products, L.L.C. U~~36' W ~, „t~ I ~ Ii, to !~ ~g=a `~}` Ortler Dro ~,~, Inir._•°l bf ~ z~ [' ..:,€~a Fnt~r it i> Homo Version f-nnl Setup . r: Beam or Girder ... r Joist or Rafter Member# Av Ranch E8ladd Member atf Fier Rxt Locatlon : Existing Barn Beam w/new floor Repetitive Use it Nominal Size : (1) 6 x 8 Incised for PT 7 No T res Species= Douglas Fir-South Flat Use: Nc_- Yes Grade= - No.1 Moisture Content: qs% >'~s% _ 3pen (L) = 5 ft - 6 in Temperature (• F) : <100 ~ tw-t 25 'i25-t5o Tnbutary Wltlth (B) = 9 ft - 6 in - - ----------- ~---------,, i 1- with Cantilever Unsupported Length (lu) = 1 ft - 0 in set Duretion Factors .. Sat Deflection LlmRS ~ ~ I- WISI1 PDint Coati(s) ~~ : Reset Loads to Zero ., i _ f wdh Sloped Load(s)_ __. .. Stress and/or Defleetlon Check -- m OK A c t u e l Allowable Ratio Max fv (psi) & V (Ib) 92 2523 165 4538 5G%, Max fb (ps) & M (Ib-ft) 1045 4490 1149 4938 91 Total Load Max. Defl. (in) -0.11 Ll626 _.... , 0.28 39% Live Load Max. Dell. (in) -0.08 L/783 .., - _ - 0.18 46'%, LDaDING Load 7vce Dead Load Uniform w (psf) = 25 Floor Live Uniform w (psf) = 100 .,,, _,-- Shear Force, V Qb) 6000 4000 2000 0 Bending Moment, M (Ib-ft) Total Load Deflection (in) Ad)ustment Faetors for M for V for E Wet Service Cu = 1.00 1.00 1.00 Tempereture Ct = 1.00 1.00 1.00 Beam Stability CL = 1.00 N/A NIA Size CF = 1.00 N/A N/A Flat Use Crs = 1.00 N!A N!A incising C, = 1.00 1.170 1.00 Repetitive Member Cr = 1.00 N!A N/A Design Values Fb lost) Fv f E /nsD Tabulated _.. ,. ..,. Adjusted 1149 165 1200000 breadth (b) _ depth (d) _ Area (A) Section Modulus (Sx) _ Moment of Inertial (Ix) _ Section Properties 5.5 in 7.5 in 41.3 in^2 51.6 in^3 193.4 in^4 ~~i.;J37 3266 Ib 3267 Ib W , , . I ~ I . ;;nr - . I 'Sr.-.. • arr, ~ ~ rh day ' , W ~ l uwl ~. omu r r, ~ , „ ,-,-,I .`~,~: !-~ t ni sdsrp I 1 n1~ I D-t 1 Homo Pnnt v~rsicn Setup ~~ Beam or Girder Joist or Rafter Member# Av Ranch EJl add Member atr etRive Use ? Re FIB' ( ~~O'f~J ~ Locadon : Existing Barn Jdst w/new floor and doubled p _ I Nominal Size : (1) 2 x 8 Incised ror pr ~ r,e v~~ Species= Douglas Fir-South Flat use: No vas Grade= Select Structural Moisture Content: <1s% >13% Span (L) = 9 ft - 6 in ! Temperature (° F) : <1w 1 W-725 12.5-t5~ Spacing (S) = 12 in ! ~~ set Duration Factors •- - - - ---- ----- --- r with Cantilever i Unsupported LengM (lu) = 1 ft - 0 in -------- - - Set Deflection LImRS j (-' with Point Load(s) ~~, Reset Loads to Zero ~, r vrith Sloped Load(s) '~. Stress and/or Deflectlon Check - - -~ OK A c t u a l Allowable Ratio Max N (psi) & V (Ib) 71 518 180 1305 40% Max tb (psi) & M (Ib-ft) 1288 1410 1834 2009 70',4, Total Load Max. Daft. (in) -0.34 L1332 , . 0.48 7210 LNe Loatl Max. Defl. pn) -0.27 u415 _..~,.. 0.32 8T%~ 1 nenIIJG Load Tvoe Dead Load Uniform w (psf) = 25 Floor Live Uniform w (psf) = 100 Adjustment Factors ,,, for M for V for E .°~ Wet Servioe CM = 1.00 1.00 1.00 '°o Temperotura Ct = 1.00 1.00 1.00 .~ Beam Stability Ci = 0.98 N/A N/A -e60°oo size CF = 1.20 N/A N!A Flat Use Cu, = 1.00 NIA N/A Shear Force, V (Ib) Incising C, = 1.00 1.00 1.00 RepatRlve Member Cr = 1.15 N/A N/A 1500 1000 Design Values 51x1 Fb losil Fv i ~d p Tabulated - -- Adjusted 1834 180 1400000 Bending Momet, M (Ib-R) Section Propertles breadth (b) = 1.5 in ,a~ •~ depth (d) = 7.25 in awl - Area (A) = 10.9 in^2 Section Modulus (Sx) = 13.1 in"3 Moment of Inertial (Ix) = 47.6 in^4 Total Load Deflection (in) 0(;338 594 Ib 594 Ib W ,r ' wry t• 1 > fi L~ .. •c--_i hy: H~rrm= ~ I~ui ~ Fntr i ~.ie '~ ~, -~h' ~~ Order Pro Home Print Yarslnn ~tup ; r. Beam or Girder r Joist or Rafter Member q Av Ranch E62 atld Location : Existing Barn Beam Ext. w/new floor Nominal Size : (2) 2 x 10 Species = Douglas Fir-South - --- ` ~ Grade = No.1 _. .~ Span (Lj = 6 ft - 0 in Tributary Width (B) = 4 ft - 9 in Unsupported Length (luj = 1 ft - 0 in Stress and/or Dellectlon Check -- -° OK Actual Allowable Retio Max iv (psi) 8 V (Ib) 72 1324 180 3330 40'/, Max Po (psq 8 M (Ib-ft) 749 2G72 1015 3619 74'% Member at~ Fiax F'mi Repetitive Use?I Incised for PT ? No Yes Flat Use : No Yes Moisture Content : <19% >19°0 Temperature (° F) : qpp 1 W-125 125-150 Sat Durzlion Fact with CantllBVer 1 ~ o Set Deflection Limtts --- - ---- - - ~ r' yyjth POlnt Load(S) Reset Loads to Zero : r vvitl7 Sloped Load(s) LOADING Load Type Dead Load Uniform w (psf) = 25 Floor Live Uniform w (psf) = 100 v .c:;.. Total Loatl Max. Defl. (in) -0.07 U1070 -,._ 0.30 22`% Live Load Max. Defi. (in) -0.05 L/1337 !'iirdi 0.20 2T% _~~ Shear Force, V (Ib) 3000 2000 t gtlo 0 Bending Moment, M Qt>•R) Total Load Deflection (In) Adjustment Factors for M for V for E Wet SBNICB CM - 1.00 1.00 1.00 Temperature CI = 1.00 1.00 1.00 Beam Stabilhy C~ = 1.00 NIA N!A Size CF = 1.10 N/A N/A Flat Usa Crv = 1.00 N/A N/A Incising C, = 1.00 1.00 1.00 Repetitive Membor C, = 1.00 N/A NJA Design Values Fb sf Fv f E 1as11 Tabulated _. .., r.i.. 1.0 Adjusted 1015 180 1300000 breadth (b) _ depth (d) _ Area (A) _ Section Modulus (Sx) _ Moment of Inertial (Ix) _ Section Properties 3 in 9.25 in 27.8 in^2 42.8 in^3 197.9 in^4 ~~(~~3~ 1781 Ib 1782 Ib PITHIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen, Colorado 81611 (970) 920-5526 FAX# (970) 920-5439 November 23, 2009 Chuck Ogilby 12853 Hwy 133 Cazbondale, C081623 ogilbycm@rof.net Re: Trahern Investments LLC GMQS Exemption (CASE P121-09; PID 2649-294-00-008) Dear Mr. Ogilby: The Planning Office has completed its preliminary review of the captioned application. We have determined that this application is complete. After a more detailed review of the submittal information, additional information specific to the application may be requested in order to adequately review and process the application. The planner in charge of the review will request the information from you directly. If you have any questions, please call Suzanne Wolff, the planner assigned to your case, at 920-5093. Sincerely, Bonnie Waechtler Administrative Assistant PITHIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen, Colorado 81611 (970) 920-5526 FAX# (970) 920-5439 MEMORANDUM To: Environmental Health and Natural Resources Crystal River Caucus FROM: Suzanne Wolff, Community Development Department Suzanne.wolff(a7co.nitkin.co.us Re: Trahern Investments LLC GMQS Exemption (PID 2649-294-00-008; Case P121-09) DATE: November 23, 2009 Attached for your review and comments are materials for an application submitted by Trahern Investments LLC. The Pitkin County Community Development Director will review the application. Please return your comments to me by Friday, January O1, 2010. http://www.aspenpitkin.com/Portals/0/does/county/Com%20Dey/Plannin /~ Land. iJse Ap plications/P121 09 app.pdf If you require a paper copy of this application contact Bonnie Waechtler at bonnie.waechtler(a,co.pitkin.co.us or 920-5109. Thank you. MEMORANDUM To: Suzanne Wolff, Planning Department From: Carla Ostberg, Environmental Health Department Date: December 16, 2009 Re: Trahern Investments LLC GMQS Exemption (PID 2649-294-00-008; Case P121-09) ------------------------------------------------- ------------------------------------------------- SUMMARY: The applicant is requesting to bring in thermal hot water from a well drilled in September of 2008 and build thermal hot pools and heat the buildings with hot water. DISCUSSION: The Pitkin County Environmental Health Department has reviewed the details of the Trahern Investments LLC GMQS Exemption under the authority of the Pitkin County Land Use Code and the Pitkin Countv Onsite Wastewater Treatment System (OWTS) Regulation and has the following comments. --- WATER SUPPLY: No information on the thermal well was submitted with the application. The conditions of approval are likely outlined in the permit, as well as the location of the well. This department may or may not look at this well in connection with a future OWTS application, depending on the location. --- SEWAGE TREATMENT AND COLLECTION: Avalanche Ranch has numerous OWTSs existing on the property. Some are permitted and some are not. With the proposed Barn development, this department requested the systems on the property be upgraded. In order to permit the systems locally, each one needed to be under the capacity of 2000 gallons/day of flow per the Colorado Department of Public Health and Environment Water Quality Control Division's Water Quality Site Application Policy 6 (WQSA 6) which mandates that systems on a single property may not exceed 2000 gallons per day of capacity and the systems must meet the required "zone of influence' or separation from one another, in addition to any wells in the area. In 2008, a new OWTS was permitted (ISDS permit 08005) and installed to serve the Barn, Ranch house, and cabins #12, 13, and 14. This system was labeled SYSTEM 1. Sizing criteria used for these structures are as follows: cnm.~a ~~ rz.,y,i.a r,r„ STRUCTURE # people or bedrooms Gallons/person/day Total Gallons Barn 20 people 50 1D00 Ranch House 3 bedrooms 75 450 Cabin 12 1 bedroom 52.3 105 Cabin 13 1 bedroom 52.3 105 Cabin 14 1 bedroom 50 /room 50 TOTAL 1710 Gallons In connection with the application, the owner submitted a proposal that would upgrade all other systems on the property with the exception ofthe system that serves the Antique Shop, office, and main house (ISDS permit 89021). This proposal entails replacing the other systems on the property with another large system, SYSTEM 2, to be located on the north end of the property. This system would have the capacity to serve up to 2000 gallons per day.. This department did not stipulate a timeline for the construction of SYSTEM 2; however, with this proposed development on the property, it would now be appropriate to establish such a timeline. SYSTEM 2 installation would also be required in connection with any Building Permit for any of the structures served by SYSTEM 2 in-the proposal by High Country Engineering dated 2/14/08. All septic systems installed within Pitkin County require OWTS Construction Permits issued by the Environmental Health Department, and must comply with the County's OWTSRegulations. The County cannot issue a Building Permit until an OWTS Construction Permit'has been obtained. Prhled nn RecydeJ Pnper PITKIN ~UNTY COMMUNITY DEVEL(~,,,dVIENT Permit Receipt RECEIPT NUMBER 00028562 Name: OGILBY CORPORATION Date:11/13/2009 Project Address: 12863 HWY 133 Type: check # 10589 Permit Number Fee Description Amount 0121.2009.PLAN PP- Flat Fee 693.00 Total: 693.00 PITKIN COUNTY COMMUNITY DEVELOPMENT Permit Receipt RECEIPT NUMBER 00028790 Name: Ogilby Corporation Date:1/19/2010 Project Address: 12863 HWY 133 Type: check # 10597 Permit Number Fee Description Amount 0121.2009.PLAN PP- Clerk Tech Fee 25.00 0121.2009.PLAN PP- EHBNR Referral Fee 227.00 0121.2009.PLAN PP- Flat Fee 55.00 Total: 307.00