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Application-Permit
David Bartholomew From: David Bartholomew Sent: Wednesday, August 04, 2010 12:17 PM To: 'john chromy' Cc: Andy Schwaller; Jena Thompson; Julie Taylor Subject: RE: 3313 County Road 113 They'll be here. Thanks for getting back to me. David From: john chrorny {mailto:whipples2@rof.net] Sent: Wednesday, August 04, 2010 12:06 PM To: David Bartholomew Subject: Re: 3313 County Road 113 Dave, Thanks for your patients, thought 1 was going to get down to see you by now but not looking good. I am sending our feild man, Sam Wright. He will pick the plans up this week. Thanks, John Original IVIessage_----- .F.roin David Bartholomew: To: John chromy Cc: Andy Schwaller ; Jena Thompson ; Julie Taylor Sent: Tuesday, July 27, 2010 4:14 PM Subject: RE: 3313 County Road 113 John, Would you like to pick up the original plans or should we dispose of them? Thanks, David From: john chromy [mailto:whipples2@rof.net] Sent: Tuesday, July 27, 2010 3:44 PM To: David Bartholomew Subject: 3313 County Road 113 Parcel No. 239310400006 RE: 2009 Building Permits Dave Bartholomew; Plans Examiner, In the Fall of 2009, Whipple and Brewster applied for building permits at 3313 County Road 113, for a Dwelling Unit (Permit Number: BLRE-10-09-1305) and an Accessary Building (Permit Number: BLRE-10-09-1303). The drawings where dated: PERMIT 6 Oct 09, and submitted to Garfield County on Oct. 8, 2009. This submittion has been superceeded by a new submittion dated: Permit 6-8-10, and assigned Permit Numbers, BLRE-6-10-1587 and BLRE-6-10-1588, respectiviey. Please contact me, if any addittional information is needed. 1 Thanks, John Chromy Whipple and Brewster Corp. 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-3843470 / Inspection Line: 970.384-5003 www.aarfield-countv.com I Parcel No: (thisinformation i�vallable at the assessors office 970-945-9134) 134-1--10 2 Job Address: (if an address has not been psigned, please provide Cr, Hwy or Street Name & City) or arid leg 1 description i (9043 x5 Lot No: Block No: bd./ Exemption,: )0,5 i0;,, t0 ,: is 12 88 S Q - 6. . n� Mist Fees: .,or Owner: (roperty owner) L�C�ed' ' to ki:r.f ' Mailing Address: I L1 Sa (1e vtr, ) ei Ph: gm 720 2 Alt Ph; 5 Contractor: I Mailing Address:, Ph: Alt Ph: 6 Archite t / Engi. ee •„ oliaT tAjfiAeetS �>i e Mailing Address -Ph•, . a � -o vtiotIAST, a C. ki4,4e ello l 3 22.5 Alt Ph: --j-.6 (n v+ (0 (g'4 7 Sq. Ft. of Building_ i g fSq. Ft. or Acres of Lot: Z j 1g. /+ Height: , i' p� No. of Floors: 8 Use of Building:g�. 4-�" 90 ( �..� -.moi* * '. i —�ANrk i . eG U.) loji„.a+ #oil e 9 Describe Work: .^ ,V.,,, rwt 10 Class of Work: New o Alteration a Addition 11 Garage: r Attached Detached Septic: • RSDS tl Community 12 Driveway Permit: Owners valuation of Work: S 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 Perini[, (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)). I acknowiedge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, are not in compliance with County Rea iation(s) or any other applicable law. described above, to inspect the work. 1 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: CJ Legal 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 days after commencement, I hereby certify that I have read this Application and that the information and specifications and other data submitted by me or on my behalf (submittals), Assuming completeness of the submittals and approval of this Application, the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that 1 Code, ISDS regulations and applicable land use regulations (County construction or use of the structure(s) and facility(ies), described above, 1 hereby grant permission to the Building Department to enter the property, Building Official from: (1) requiring the con-ection of errors in the submittals, of County Regulation(s) or any other applicable law, Review of this Application, including submittals, and inspections of the or discrepancies, As the Owner, I acknowledge that responsibility for limitation my architect designer, engineer and/ or builder. I HEREBY zKNOWLEDGE THAT I VE READ AND UNDERSTAND RS; GNAeTUR DA ' STAFF USE ONLY Special Conditions: le 6p4- .-13V5 So Adjusted Valuation: Plan Check Fee: api "cti Permit Fee: 3 35. x5 Manu home Fee: Mist Fees: ISDS Fee: Total Fees: 55 3./to -1Z11-7P. Fees Paid: /1 5 C?/1-- Balance Due: 17. 3 -7grWg.0 BP No & Issue Date: ISDS No & Issued Date: 1 -503 Setbacks: OCC Group: 1FZ, Const Type: r r (F6,te✓ Zoning: BLD Y DEPT: PLNC DEPT: 'V \\W\\'N (6/(4/01 . APPROVAL DATE APPROVAL DA I E 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.0.) WILL NOT BE ISSUED UNTIL ALL THF, ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TARE 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. GeneralInforrnation Building Plan Review Description of Work: Accessory building Bin #: E-1 Location Address: 003313 113 COUNTY RD CARBONDALE, CO d l Contacts Case Manager: Ken Smith Plan Case Number: BLDG -10-09-6143 Parcel: 239310400006 Application Date: 10/08/2009 Owner: George S. Whipple Applicant: George S. Whipple Applicant Phone: 970-920-4428 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 i Valuation Determination/Fees r Red Line Plans/Stamps/Sticker r Attach Conditions _Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Ruilding height i Toning Sign -off Road Impact Fees HOAIDRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: 2624X g7S'x 74.65- tit 7,74 .64 7 J . + 4 74.66 ti(6 gif,91 Jr( it 26 1 ci3gipxr�,= !t.,gSY•-1-"(063.9) Monday, October 12, 2009 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 infounation may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST 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 pr©fessionai for assistance' in your design and a construction -professional .for .-construction ...ofyour. project. Any project with more than ten (10) occupants requires the plans to be sealed 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"x.24" 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 in compliance with the 2003 IRC, and 2006 IECC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties 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 nvelope. Yes 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. 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 7,properties), teams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 2 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes if Yes please provide a COPY. No 6. 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 easementJright 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 agerr s Yes ,� 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the FRC or per stamped engineered design? Yes 8. 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 No 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes No 10. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 11. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes " 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 13. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 14. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and cave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes 3 15. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or phase 11 EPA certification? Yes No 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC` Yes No 17. 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 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 19. 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 for these areas? Yes No 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 21. Do you understand that if you are building on a parcel of land created by the exemption process 6r the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes 22, 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 o�bstantial modification of the plans. Yes 23. Will this be the only residential structure on the parcel? Yes ," No If no -Explain: 24. Have two (2) complete sets of construction drawings been submitted with the application? Yes 4 25. Do you understa ►. `hat the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes 26. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone districty Yes 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes 29. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes 30. 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 Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes l 31. 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.rn. Monday through Friday. Inspections are to be called in to 384-5003 Yes No 32. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -in ction fee? Yes 33. 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 5 34. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an gent and that the party responsible for the project must comply with the IRC? Yes 35. 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 inspef ion. Yes 36. Are you aware, that on the front of the Building Permit Application you will need to fi11 in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permi application? Your attention in this is appreciated. Yes 37. 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) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to issu.anc of a building permit that you will be required to obtain a grading permit? Yes 39 . 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 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes I hereby acknowledge that I have read, understand and answered these questions to the best of ity. "urea Owne r ! Phone�l7t W ` ZC (days); /ch £ c 6 Date l ` 1b 3_ g9 1 t'p(evenings) GARFIELD COUNTY BUlLDIVG REQ1JIRFMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40PSF up to 7000ft. elevation. 50PSF 7001ft to 8000ft. 75PSF 8001ft to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: 13 Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-layment required. Mean Annual temp: Variable Insulation: Windows/doors U=.35, Skylights U=.6, TBL 402.1.1, 2006 IECC. Minimum R -Values: Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing or R-10 sheathing for steel studs. • Floors R -values are R-30 or enough to fill cavity. • Basement wall R -values are R-10 below grade, R-19 above grade. • Slab perimeter R -values and depth is R-10/24in • Crawl space wall R -value are R-10 below grade and R-19 above grade. If floors over crawl space are not insulated, the crawl space walls rnust be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. bpminreqsfMar2009 8 Project Name: AC--ec-25 c)\(' Project Address: 13 CON vti Notes: 111 c2,4i \e3,4)4 ajc. 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. bpminregsfMar2009 7 App)icattion for Driveway Permit Person Obtaining Permit: Whipple & Brewster Corp. Permit Number: G.RB09-L)-48 Application Date: 10/06/2009 Termination Date: 11/06/2009 County Road Number: 113 (CATTLE CRE. District: 1 Inspector: fake Mall 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 Roadj i3 (CATTLE CREEK), 3313 East of intersection, located on the ,North 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 speeiflkation 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. S. 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 alI 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). AIL 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. 2009-10-06 11:41 970 625 8601 Page 2 6) Itt the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 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. Special Conditions: 1. Driveway Width- 32ft 2. Culvert required? False Size: N/A 3. Asphalt or concrete pad required? True Size of pad: 32'xIO'x4" 4. Gravel portion required? True Length: 40' 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction. 7, Certified Traffic Control Required? False S. Work zone signs required? True 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. Signed: Addressi ipp e Brew er'Corp. / 19-i 5 ga, ,Sa1Gt at l2Lo 7 erl 10-10 Sly Telephone Number e176 - 99-0 —.442 Permit granted 10/06/2009, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: (7.6,6eorit, Representative of Garfield County Road and Bridge Signature 2009-10-061141 970 625 8601 Page 3 Specifications 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 tragic 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 comtnercial 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 atler 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 ate 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 mad 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. 2009-10-06 11:42 970 625 8601 Page 4 Porus Nd' GWS -25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WASE i RESOURCES 818 CantemnJai Btdg., 1313 Sherman SL, Denver, Colorado 8043 (343) 568.3 a1 GEORGE S WHIPPLE % PATRICK & STOWELL PC 730 E DURANT ST #200 ASPEN CO 81611- (970)920-1028 1611- (970)920-rt028 PERMIT TO USE AN EXISTING WEU.. 1095 WELL PERMIT NUMBER Lalt % S -F DIV. 5 CNTY. 23 WD 38 DES. BASIN MD Lrrt Bionic. Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNT! NW 1/4 SE 1f4 Section 10 Twp 7 S RANGE 88 W 61h P.M. DISTANCES FROM SECTION UNiES 2890 Ft from North Section Line 2000 Ft. from East Section Line ISSUANCE OF Tl-i(S PERMIT DUES NOT CONFER A WATER RIGHT CONDM NrRS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does nal assure the appifcant that no injury well occur to another vested water right or preclude another owner de vested water right from seeking relief to a Cvii court action. 2) The construction of this well staff be in compliance with the Water Weil Construction Rues 2 CCR 402-2, :mess approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In accordance with Flute 18. 3) Approved pursuant to CRS 37-90.137;2y For the replacement of an existing well, pandit no. 48356-F (decreed by the Division 5 Water Court as the Whip Well, case no. 95C4t 37) on the condition that this well is oc, stated in accordance with the George S. Whipple plait for augmentation approved by the Division 5 Water Court in case no, 95CW33a. if the well is not operated in accordance with the terms of said decrees, it will be subject to adMinistratton inducting orders to cease pumping, 4) The old well must be plugged according to the Water Well Conetruction Rules. .A Wel Abandonment Report must be submitted within sixty (60) clays after construction of the new well, affirming that the old well was plugged. The use of ground water horn this well Is ianrtec to ordinary household purposes inside one single family dwelling, storkwaterirg, and the Irrigation of up to .35 acre of lawns and gardens. 6) The maximum pumping rats sttalf not exceed 15 GPM. • 7) The annual amount of ground water to be with drawn shall:net exceed 283 acre-feet. AI) MIS well shall be located not mors than 200 feet from the location deed for the Whip well ?n case no, 95CW337 and not more man 203feet from trte location specified on ails permit. 9) A .i tallzing flow meter must be installed on the weft and maintained in good working order. Permanent records of all diversions roust be maintained by the well owner (recorded at least annually) arra submitted to the Divisions Engineer upon request. 10) The rata: n flow from the use of the well roust be through an :ndivids al waste water" dispersal system of the non -evaporative type where the water Is returned to the same stream system In which the well is ;orated. 11) The owner shall mart the well In a conspicuous spic uous place with Well permit number(s), name of the aquifer, and court case number(s) as appropriate The owner shalt take necessary means and precautions to preeerve these markings. 12) Approved for the Installation cf a pump in, and the use of, an existing well, constructed on Jure 25, 1998,10 a depth of 333 feet, under rncntoring hoe notice M1 33782, received Jure 19, 199B. 4L (0(2(4r APPROVED i41W Gn neer Receipt No, 0434627 970 927 3801 2005-10-0111:32 DATE ISSUED OCT 0 6 1998 EXPIRATION DATE O C T 0 `'' a Page 1 Parcel Detail Garfield County Assessor/Treasurer Parcel Detail Information Pagel oE4 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 I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photo ra hs 1 Mill Levy Revenues Detail Tax Area 011 Account Number R050100 Parcel Number 239310400006 2008 Mill Levy 60,542 Owner Name and Mailing Address WHIPPLE, GEORGE STEPHENSON & WH I PPLE, LYDIA B 1215 GALENA STREET ASPEN, CO 81611 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:10-7-88 DESC: TR IN LOT 10 BK:0426 PG:0254 BK:1479 PG:597 RECPT:629195 Location http://www.ga rcoact.com/assessor/parcel.asp?Pa rcel N um ber-239310400006 10/8/2009 Parcel Detail Page 2 014 Section 10 Township 7 Range 88 2009 Property Tax Valuation information Additional Value Detail Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Actual Value Assessed Value Land: 300,000 23,880 Improvements: 1,039,030 82,710 Total: 1,339,030 106,590 Additional Value Detail Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: 2 Number ofComm/1nd 0 Buildings: 1 1 Residential Building Occurrence 1 Characteristics L OVERHANGING LIVE NO/FOUND: 40 OVERHANGING LIVE NO/FOUND: 63 2 STORY: 483 1 STORY: 813 2 STORY: 1502 TOTAL HEATED AREA: 2,886 ABSTRACT CODE: SINGLE FAM.RES-IMPROVEMTS ARCHITECTURAL STYLE: 2 -STORY littp://www.garcoa ct.com /assessor/pa rceL asp?Pa rcel N u m ber=239310400006 10/8/2009 Parcel Detail Page 3 of4 EXTERIOR WALL: WD SIDING ROOF COVER: COMP SHNGL ROOF STRUCTURE: r!DGE FRME INTERIOR WALL DRYWALL_ FLOOR: CARPET FLOOR: 5HT VINYL HEATING FUEL: GAS HEATING TYPE: FORCED AIR STORIES: STORIES 2.0 BATHS: 4 ROOMS: 8 UNITS: j BEDROOMS: 4 YEAR BUILT: 1977 Additional Residential/Commercial Improvement Detail Tax Information Tax Year Transaction Type Amount 2008 Tax Payment: Whole ($5,016.52) 2008 Tax Amount $5,016.52 2007 Tax Payment: Whole ($5,041.44) 2007 Tax Amount $5,041.44 2006 Tax Payment: Whole ($4,108.00) 2006 Tax Amount $4,108.00 2005 Tax Payment: whole ($4,125.84) 2005 Tax Amount $4,125.84 2004 Tax Payment: Whole ($3,935.04) 2004 Tax Amount $3,935.04 2003 Tax Payment: Whole ($3,308.24) 2003 Tax Amount $3,308.24 2002 Tax Payment: Whole ($3,635.88) 2002 Tax Amount $3,635.88 11 http://www.ga rcoact.com/assessor/parcel.asp?Pa reel N u tuber -239310400006 10/8/2009 Parcel Detail 1 2001 2001 2000 2000 1999 1999 1 Tax Payment: Whole 1? Tax Amount Tax Payment: Whole Tax Amount Tax Payment: Whole Tax Amount Mill Levy Revenues Detail ($3,656.02'.1 $3,656.02 ($3,503.28) $3,503.28 ($3,455.68) $3,455.68 Page 4 of 4 To 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 Turas Software. h-ttp: //www. ga rcoa ct. ca m/assessor/pa rce 1.a sp? Pa rce l N u m ber=239310400006 10/8/2009 WHIPPLE & BREWSTER ASPEN NEW YORK TRANSMITTAL FORM To: efri 51444 Date: /0 ' tot 0 From' c110 rO (4 Project: 35/3 j2 //3 Subject: ,-cam S.S c !` l 13u1 h vt 3 Sent via: E Fax CI U.S. Mail E Email ' Hand delivered Memo: A +kc,/ie wadi SeGe1-11vo A4) surpiew,efrt a I cAik,kt/1:_S aS 1\e tt) e 1/45fe 121 South Galena Street, Suite 203, Aspen, Colorado 81611, Phone 970-920-4428, Fax 970-920-0427 WHIPPLE & BREWSTER CORPORATION 121 SOUTH GALENA STREET, SUITE 203 ASPEN , COLORADO 81611 PHONE 970-920-4428 ACCESSORY BUILDING 3313 CATTLE CREEK COUNTY ROAD 113 BE -KEPT AT NSPECTION ONSTRUCTION o J E tis z o LI n cik H iet Z m W 2 r5 XIIIco F- mJ O t/a +Q m PPROVED FIELD CIPY NO INSPECTION WITHOUT THEsE PLANS ON STTIg pege of NOTE: Items not shown in sufficient clarity or detail (IRC/IBC Section 1 D6.1.1) shall be. subject to review during inspections. DRAWING INDEX 0 IMPROVEMENT SURVEY Al SITE PLAN A2 FLOOR PLANS & SECTION & SCHEDULES A3 ELEVATIONS Si FOUNDATION & FRAMING PLANS S2 SPECS & DETAILS 14) to V 0 3„60,£00O0N LOT 10 W Q S83°1210111E 1323.011 2K` I� COVCRE115 SPR'+ rox PTJ) L3Y tt,JkttW1 E 5''giN6r nANC]PIP! LNE \\\ green house r3ARPI 15.0t r- (1) S 39°02'19"W 5 5.94 0 AD 113 SCALE 1"! 100' (51 LEGAL DESCRIPTION All that part of Lot 10, Sec 10, Tn 7 So., R 88 W of the 6th PM, lying Northerly of the Cattle Creek Co., Rd.; EXCEPT that portion conveyed by Doc. #275873 in Book 491 at Page 306 described as follows: A parcel of land situated in Lot 10 of Sec 10, Tn 7 So. R 88W of the 6th PM, Co. ofGarfield, St of Colorado lying Westerly of the Lot Line between Lots 9 and 10 of said Section 10, said parcel of land is described as follows: Beginning at a point on said Lot line whence the So Quarter Corner of said Sec 10 bears: S 36°24'24" W. 2219.25 ft, thence S 65°45'57'1 W 106.51 ft along the Northerly line of Co. Rd. 113; thence N 87°59'05" W. 428.20 ft along said County Rd; thence S 81°19'55" W 194.44 ft along Said Co. Rd; Thence S 22°00'22" E. 30 ft. along said Co. Rd; thence S 17'1'38": W 109.98 ft a1on,§ said Co. Rd; thence N 79°57'54" W. 101.43 ft along said Co. Rd; thence N. 39 02119" E. 55.94 ft. along the Easterly line of an existing 30 ft. roadway; thence N 20°20'00" E. 242.50 ft. along said roadway; thence N. 02°00'00" E. 75.00 ft; thence S. 71°11'28" E. 271.75 ft; thence N. 76°00'00" E. 550 ft. to a point on the Lot Line between Lots 9 and 10 of Section 10; thence S. 00°04'52" E. along said Lot line 300 feet, more or lean to the point of beginning. Located in the County of Garfield, State of Colorado. IMPROVEMENT SURVEY CERTIFICATE I HEREBY CERTIFY TO GEORGE STEPHENSON WHIPPLE THAT ON JULY 22, 2009 A SURVEY WAS PERFORMED BY ME ON THE PARCEL OF LAND DESCRIBED HEREON. IMPROVEMENTS WERE FOUND TO BE ON SAID PARCEL AS SHOWN ON THIS PLAT. ALL EASEMENTS, ENCROACHMENTS AND RIGHTS -QF -WAY IN EVIDENCE OR KNOWN TO ME ARE SHOWN. THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND ELIEF. B 1411i Vra :worn o4 2 S 14 . 1411 11' 1 IEMNT SURVEY PLAT 33 13 County Road 113 Carbondale, Colorado Lines In Space Sydney Lincicome L.S. 14111 Box 121 Carbondale, Colorado el/0-963-3852 oc)r. 2009 Scale : 1"- 100' (.w4o,q,. rQ i.oLo4ADo Liu!' You UJ!.' COMMENta AN+ LI(At• AC.ON HASLO uruN AN, OEGFCT iN THIS SURVEY WITHIN r+IREF YVARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY ACT/ON BASED UPON ANY DEFECI IN PHIS SURVEY BE COmmENCED WORE THAN TEN YEARS FROM NE DATE OF 1NE CERTIFICATION SHOWN HEREON. t.0 _ 0.) op .0. 83'12 '01T 1323.01' .. .. ....... .... ..... . • PROPERTY LINE THRESHHOLO ELFV. 1013.00' , ..... ..... ................. ............ ....... ...... .0.pp .................................... •••P ............ .... IDDB 1.4 BARN 1.4 ................. ....... ...... .. . Ev.1002.J3' ....................... Pp. ................ 4121 ............ ... .................... 1006 1004 OVERHANG ......... , .................... . .. 1002 __------ 1002 99B GARAGE/ STUDIO '"•-•••• 26 996 ED AREA LP TA WALK N GREENHOUSE .99 4-2 990 ROCK WALL 98f1 WAL K 0 BENCHMARK : THRESHHOLD ASSLMED R FV. 1000.00' 2.5 TWO-STORY FRAME HOUSE gr 13.7. GP7EN alldriezetall LINES IN SPACE LAND SURVEYS FLAGPOLE ELEV. 1000.14' IMPROVEMENT SURVEY CERTIFICATE 1 HEREBY CERTIFY THAT ON JULY 22, 2009 A SURVEY WAS PERFORMED BY ME ON THE PARCEL or LAND DESCRIBED HEREON. A TWO-STORY FRAME HOUSE WAS FOUND TO BE ON SAID PARCEL AS SHOO ON THIS PLAT. ALL EASEMENTS. ENCROACHMENTS AND RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME ARE SHOWN. THIS SURVEY S TRUE AND CORRECT T THE BEST OF MY KNOWLEDGE AND BELIEF. BY' SYDNE, L CIC P.L.S. 14111 3NI7 kit:13c1Md 2 rv; W+ E melowir% 0 KY W W 40. SCALE: 1"m2O' CONTOUR INTERVAL: 2'-O" LEGEND AND NOTES 1 FOUND REBAR & CAP MARKED PLS 141 FI A TRAVERSE POINT: SET SPIKE 0 POWER POLE CID WELL *-- FENCE LINE EDGE OF ROAD PINON TREE SPRUCE TREE JUNIPER TREE SITE ELEVATION IS 5500 FEET. WIOFISE IMPROVEMENT SURVEY PLAT 3313 COUNTY ROAD 113 CARBONDALE, COLORADO BY.. LINES IN SPACE SYDNEY LINCICOME ( L.5 /4 / I I J 67 GLENWOOD A VE CARBONDAL E CO 970-963-3852 IPAGE 2 OF 2 DATE: 10/0//09 SCALE: I- - X' JOB NO.: 09-13A WIOFISE c? 98 000 EXISTING GRAVEL DRiVE 992 PROPOSED DWELLING UNIT 996 994 V. 1002.13' PROPOSED TWO - STORY ACCESSORY BUILDING F.F. 100-0 =- SITE SITE 999.0.0 998 ........ 1006 S 8311'011 1313.01' 1008 1002 ELEV. 1000.14' 998 PRO I.S.D.S. BARN 1004 996 988 9? 1002 334 W+E 0 10' 20' 30' 40' SCALE: 1"=20' CONTOUR INTERVAL: 2'-O" PROPERTY LINE EXISTING GRAVEL DRIVE 10j<, i SITE ELEVATION IS 6600 FEET LEGEND A\D NOTES • FOUND REBAR Sc CAP MARKED PLS 14111 • TRAVERSE POINT: SET SPIKE O POWER POLE Qw WELL -- FENCE UNE EDGE OF ROAD 3NI1 K[dBd02hd NEW JALEN IOLOR ACCESSARY BUILDING 3313 COUNTY ROAD 113 GLENWOOD SPRINGS COLORADO ISSUE: PERMIT 6 OCT 09 SHEET: Al NEW 8x8 WOOD 26' EXISTING SLAB GARAGE T.O. SLAB 100'-0"= 999.0 f 'RATED D.W. .` WALL AND CEILING 9-0x7.O I 20 MIN EXISTING SLAB STORAGE NEW CONCRETE 3-0 HANDRAIL PER U.B.C. LIP 2 3.46" 15R 7.33 13'-8" J 12'-4" POSTS AND FOOTINGS LOWER LEVEL Ai 1/4"= V-0" NORTH N ORA / T.O. PLY T.O. SLAB =100'-0" D.W. - CEILING SIZE TYPE 5$ W RAT: LL • FIXED CASEMENT SLV 1 G 3648 3672 FIXED CASEMENT T.O. SLAB =100'-0" D.W. - CEILING 3E EXISTING SLAB AND FOUNDATION SECTION /41w1+ _ -0 2' 262 SF LOWER LEVEL 676 SF UPPER LEVEL 938 SF TOTAL STORAGE 49 SF CRAWL SPACE 301 SF GARAGE 55 SF COVERED L� 26' / / T \ 1 / STOFAGE / \ / \ / \ / / / \ T.O. PLY / \ "Pr 309'-2" 8J / 71 \ 38` NGT.. WAIL ... �• \w 1 CAP 1 11'-5" UPPER LEVEL 1/:/4"=. 0" 0 WINDOW SCHEDULE HANDRAIL PER U.B.C. NORTH SYMBOL SIZE TYPE QUANTITY A 3672 3696 3672 FIXED CASEMENT SLV RA( 3648 3672 FIXED CASEMENT < a 3E EXISTING SLAB AND FOUNDATION SECTION /41w1+ _ -0 2' 262 SF LOWER LEVEL 676 SF UPPER LEVEL 938 SF TOTAL STORAGE 49 SF CRAWL SPACE 301 SF GARAGE 55 SF COVERED L� 26' / / T \ 1 / STOFAGE / \ / \ / \ / / / \ T.O. PLY / \ "Pr 309'-2" 8J / 71 \ 38` NGT.. WAIL ... �• \w 1 CAP 1 11'-5" UPPER LEVEL 1/:/4"=. 0" 0 WINDOW SCHEDULE HANDRAIL PER U.B.C. NORTH SYMBOL SIZE TYPE QUANTITY A 3672 3696 3672 FIXED CASEMENT 1 B 3648 3672 FIXED CASEMENT 1 B-1 3648 3672 CASEMENT 2 C 3648-2 FIXED CASEMENT i 2 C-1 3648-2 CASEMENT 1 0 3648 FIXED CASEMENT 3 E 3664 CASEMENT 1 F 3672 6 FIXED CASEMENT 1 DOOR SCHEDULE SYMBOL SIZE TYPE QUANTITY 1 3-0 x 7-0 BY OTHERS 1 NOTE: - SEE ELEVATIONS FOR OPERATION INFORMATION. ▪ ALL GLASS WINDOWS AND DOORS ARE SIZED AS MARVIN, CLAD UNITS. - LOW 'E' INSULATED GLASS THRU OUT. OZ C] to z W W a z Q ow'? z w Q 0 I.Q GO 0 z co fl' w5� J 0. v W Z !n W APPROVED: SUBJECT TO NOTE» EXCEPT1ONS & INSPECTI0N4 GARFWLD COUNTY BUILDING DEPARTMENT. DatelO/WQ1 BY KO FIELD COPY NO INSPECTION WITHOUT' THESE PLANS ON SITE ' page of AMENDED PLAN FOR 6 OCT 09 PERMIT SET. ASPEN NEW YORK 121 SOUTH GALENA , SUITE ASPEN , COLORADO 81611 970-920-4428 ,Fax 970-920-4427 ACCESSARY BUILDING 3313 COUNTY ROAD 113 GLENWOOD SPRINGS COLORADO ISSUE: PERMIT 60CT 09 amended 20 OCT 09 SHEET: A2 // // // //\ / T.O. PLY = fl61-2" LIVING ROO rt 2' GA NEW 8x8 WOOD 26' EXISTING SLAB GARAGE T.O. SLAB 100'-0"= 999.0 %“RATED D.W. WALL AND CEILING 9-0 x 7-0 , . , � NEW CONCRETE 3-0 EXISTING SLAB SITTING 24 FOYER HANDRAIL PER U.B.C. 1 UP 15R .3 3' 6" 13'-8" t2'-4" POSTS AND FOOTINGS LOWER LEVEL "= ,1, 1 J 4 NORTH %"RATE WALL AN GE D T.O. SLAB =100'-0' D.W. CEILING Kt SITTIN EXISTING ' SLAB AND FOUNDATION SECTION n__ v , 0" 4 fsif TW2u1`'( /Vs I s 262 SF LOWER LEVEL 676 SF UPPER LEVEL 938 SF TOTAL LIVING 49 SF CRAWL SPACE 301 SF GARAGE 55 SF COVERED 26' a ! o w,o EXHAUST FAN - TYP. 2A OYi'tiLt (9h((( / / LIVING / BEDROOM k 4 /I / / ROOM T.O. PLY 109'-2" \36" HGT. WALL \w / CAP 3-0 ommlik HANDRAIL PER U.B.C. W$NDOW SEAT 11'-5" /1 0 e N o UPPER LEVEL 0 /4"= WINDOW SCHEDULE NORTH SYMBOL SIZE TYPE QUANTITY A 3672 3696 3672 FIXED CASEMENT 1 B 3648 3672 FIXED CASEMENT 1 B-1 3648 3672 CASEMENT 2 C 3648-2 FIXED CASEMENT 2 C-1 3648-2 CASEMENT 1 D 3648 FIXED CASEMENT 3 E 3664 CASEMENT 1 F 3672 FIXED CASEMENT 1 DOOR SCHEDULE SYMBOL SIZE TYPE QUANTITY 1 3-0 x 7-0 BY OTHERS 1 NOTE: - SEE ELEVATIONS FOR OPERATION INFORMATION. - ALL GLASS WINDOWS AND DOORS ARE SIZED AS MARVIN, CLAD UNITS. - LOW 'E' INSULATED GLASS THRU OUT. J STEW :ALEN :OLOR ACCESSARY BUILDING 3313 COUNTY ROAD 113 GLENWOOD SPRINGS COLORADO ISSUE: PERMIT 6 OCT 09 SHEET: A2 J STONE VENEER w/CAP T.c PL'tir 109'4" _'- EXISTING GRADE T.©. MONC. =100" V EXISTING FOUNDATION -- 0 NORTH ELEVATION 3/411= 11 O" z' �_- 8x8 8x8 POST NEW PIERS T0.PI_ 1 STONE VENEER w/CAP EXISTING FOUNDATION SOUTH ELEVATION Y4" 1 1_011 BUILDING HEIGHT EXISTING GRADE POST - _.�.- STONE VENEER w/CAP --� NEW PIERS r L 7-0 =f _ J - -` -�_- ;-- - EXISTING - - FOUNDATION WEST ELEVATION /411- 11-0" STONE VENEER w/CAP EXISTING FOUNDATION - T.O. SLAB 4100'-O EAST ELEVATION 411 _ 1 1 o 11 �- I��f ==7 EXISTING GRADE ASPEN NEW YORK 121 SOUTH GALENA , SUITE ASPEN , COLORADO 81611 970-920-4428 ,Fax 970-920-4427 ACCESSARY BUILDING 3313 COUNTY ROAD 113 GLENWOOD SPRINGS COLORADO ISSUE: PERMIT 6 OCT 09 SHEET: A3 2'-0"/ 2x10 LOOKOUTS 0 24" 0.C. W/ LUS210 HANGER, TYP. 2-2x8 a cn M RS RA RS 12114 v N 2x10 LOOKOUTS 0 24" 0.C. W/ LUS210 HANGER, TYP. STRAP POP—OUT WALL TO OUTLOOKERS/ TOP PLATE W/ (2) MSTA24 EA. SIDE ROOF FRAMING PLAN SCALE: 1 /4" = 1'-0" STRUCTURAL NOTES: 1. RAFTERS ARE 11 7/8" TV/ 210 0 24" O.C. W/ LSSUI2.1 HANGERS, TYP. U.N.O. J� J CO 00 x x Kf D.T. V i r ITT2.1 /11.88 3-2x8 3-2x8 DF#1 L UPPER LEVEL FRAMING PLAN SCALE: 1 /4" = STRUCTURAL NOTE ' 1. FLOOR DESIG DOES NOT ALLOW FOR CONCRE OR GYPCRETE TOPPING. COLUMN LEGEND n 1. • DENOTES COLUMN BELOW. 2. 0 DENOTES COLUMN ABOVE OR TRANSFERED THIS LEVEL 3. ® DENOTES CONTINUOUS COLUMN. 4. K.P. = KING POST 5. D.T. = DOUBLE TRIMMERS 6. PROVIDE ENOUGH STUDS TO MATCH WIDTH OF BEAM ABOVE. 7. ALL COLUMNS SHOWN ARE 2-2x6's UNLESS NOTED AS FOLLOWS: WOOD PARALLAM. PSL ,SEL ® - 3-2x6 Q — 31/2x31/2 ® — HSS3x3x1/4 ® — 4-2x6 ® — 31/2x51/4 8 — HSS 4x4x1/4 © - 5-2x6 Q— 5 1/4 x 5 1/4 gi — HSS 4 x 4 x 3/8 O — 3-2x4 ®— 5 1/4 x 7 O — HSS 4 x 4 x 1/2 ® — 4-2x4 ® — HSS 5 x 5 x 1/4 0 - 5-2x4 0 - HSS 5 x 5 x 3/8 © - 6x6POST O - HSS5x5x1/2 ® - 8 x B POST ®- HSS 6 x 4 x 1 /4 26'-0" • N N co CO I O r r �o I-- EXISTING FOUNDATION 8"fit, 1'-9 1/2" Q GARAGE TSO _SLAB_ 4" 9'-0" 12"0 PIER. TYP. YJ, 8" • 12'-4" 26'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOOTING SCHEDULE /Ef'4 Cie J{i N �% ti REINFORCING. EA. WAY (TING: A) 2'-0" SQ. 10" #4 0 8" O.C. _ 6 3/4" x 24" G.L 2'-6" 50. S2 #4 0 11" O.C. ?`7 A eO s !L. A N 2-14" ML XI V Q, cn 4- Q' v N 2x10 LOOKOUTS 0 24" 0.C. W/ LUS210 HANGER, TYP. STRAP POP—OUT WALL TO OUTLOOKERS/ TOP PLATE W/ (2) MSTA24 EA. SIDE ROOF FRAMING PLAN SCALE: 1 /4" = 1'-0" STRUCTURAL NOTES: 1. RAFTERS ARE 11 7/8" TV/ 210 0 24" O.C. W/ LSSUI2.1 HANGERS, TYP. U.N.O. J� J CO 00 x x Kf D.T. V i r ITT2.1 /11.88 3-2x8 3-2x8 DF#1 L UPPER LEVEL FRAMING PLAN SCALE: 1 /4" = STRUCTURAL NOTE ' 1. FLOOR DESIG DOES NOT ALLOW FOR CONCRE OR GYPCRETE TOPPING. COLUMN LEGEND n 1. • DENOTES COLUMN BELOW. 2. 0 DENOTES COLUMN ABOVE OR TRANSFERED THIS LEVEL 3. ® DENOTES CONTINUOUS COLUMN. 4. K.P. = KING POST 5. D.T. = DOUBLE TRIMMERS 6. PROVIDE ENOUGH STUDS TO MATCH WIDTH OF BEAM ABOVE. 7. ALL COLUMNS SHOWN ARE 2-2x6's UNLESS NOTED AS FOLLOWS: WOOD PARALLAM. PSL ,SEL ® - 3-2x6 Q — 31/2x31/2 ® — HSS3x3x1/4 ® — 4-2x6 ® — 31/2x51/4 8 — HSS 4x4x1/4 © - 5-2x6 Q— 5 1/4 x 5 1/4 gi — HSS 4 x 4 x 3/8 O — 3-2x4 ®— 5 1/4 x 7 O — HSS 4 x 4 x 1/2 ® — 4-2x4 ® — HSS 5 x 5 x 1/4 0 - 5-2x4 0 - HSS 5 x 5 x 3/8 © - 6x6POST O - HSS5x5x1/2 ® - 8 x B POST ®- HSS 6 x 4 x 1 /4 26'-0" • N N co CO I O r r �o I-- EXISTING FOUNDATION 8"fit, 1'-9 1/2" Q GARAGE TSO _SLAB_ 4" 9'-0" 12"0 PIER. TYP. YJ, 8" • 12'-4" 26'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOOTING SCHEDULE DESIG. SIZE THICK. REINFORCING. EA. WAY (TING: A) 2'-0" SQ. 10" #4 0 8" O.C. (FTNG: B) 2'-6" 50. 10" #4 0 11" O.C. (FTNG: C) 3'-0" SO. 10" #5 0 14" O.C. (FTNG: D) 3'-6" SQ. 10" #5 0 12" O.C. REVISIONS (FTNG: E) 4'-0" SQ. 10" #5 0 12" O.C. (FTNG: F) 4'-6" SQ. 12" #5 0 12" O.C. TING: G) 5'-0" SQ. 12" #5 0 12" O.C. PERMIT ONLY }LATCHING LEGEND DENOTES OVER -FRAMING DENOTES BEARING WALL BELOW DENOTES STONE VENEER ABOVE C:\Documents and Settings\Ernie Kollar\My Documents\Projects\2009\0937 Cattle Creek - Whipple\Guest House\ModeLdwg, 9/28/2009 9:14:22 AM C.. y' ERNEST KOLLAR ENGINEERS, INC. 320 MAIN STREET, SUITE 203 Carbondale, CO 81623 (970) 983-3223 FAX (970) 963-9395 .; . ... gh, .. .Y 'J• C,y ., .„ : »t .t, Y `\ L. Ho rTY ] RING REVISIONS JOB NUMBER 0937 DATE 9-28-09 PERMIT ONLY DRAWN BY EPK CHECKED BY SHEET NUMBER C:\Documents and Settings\Ernie Kollar\My Documents\Projects\2009\0937 Cattle Creek - Whipple\Guest House\ModeLdwg, 9/28/2009 9:14:22 AM STRUCTURAL GENERAL NOTES & SPECIFICATIONS DESIGN DATA: A. DESIGN LIVE i_OAOS 1. Basic Roof Snow 2. Residential Roars 3. Decks 8. DESIGN CODES International Residential Code, (IRC), 2003 with the International Building Code, (IBC), 2003 for Special Inspection American Concrete institute Building Code (ACI 318-99) American Institute of Steel Construction, Manual of Steel Construction (AiSC 9th Edition) American Institute of Timber Construction, Timber Construction Manual (AITC 5th Edition) National Design Specifications for Wood Construction (NDS 2001) WHIPPLE & BREWSTER GUEST HOUSE 40 PSF 40 PSF 40 PSF 4. Garage 50 PSF 5. Wind 90 mph, Exposure 6. Seismic Design Category B C GENERAL: 1. Any changes to the contract drawings shall be submitted to the structural engineer for approval. 2. Ali dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect prior to fobricotion or construction. Details on the structural drawings are typical. DO NOT SCALE DRAWINGS. 3. Ali openings through the structural system shall be approved by the Engineer. 4. Contractor shah provide all necessory temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold the structural elements in place during construction. 5. The controct structural drawings and specifications represent the finished structure. They do not Indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but are not limited to bracing, shoring for loads due to construction equipment and protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and programs incident there to. 6. Options are for the convenience of the contractor. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional engineering work necessitated by selection of an option shall be borne by the contractor. 7. Arty engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions an the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify ail dimensions with the architectural drawings. l arenotshownornotthesecontractor shall 9. Where required construction details sho noted on plans the co t actor notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on frarned construction. Load shall not exceed the design live load per square foot. 11 Shop drawings shall be submitted to the architect for all structural items. The Engineers review le intended only as on aid to the contractor for obtaining correct shop drawings. Responsibility for correctness shalt rest with the contractor. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents snail be flogged upon his review. The shop drawings do not replace the original contract drawings. it is the contractors responsibility to make sure items are constructed to the original drawings. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. FOUNDATION: A. GENERAL The foundation design was based on the following assumed parameters: Maximum allowable bearing pressure - --27G00 psf Minimurn required dead load pressure - 0 psf Lateral soil pressure - Active 45 pcf - Passive 300 pcf The actual soil condition sholl be investigated and the above parorneters shall be verified by a Solis Engineer, registered in the State of Colorado, prior to construction of the foundation. if there are any discrepancies with the above assumptions, then the foundation shall be re -designed. B. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely complete the work. 2. Avoid excessive wetting or drying of the foundation excavation during construction. Keep excavations reasonably free of water at all time and completely free of water during placement of concrete. C. BEARING REQUIREMENTS 1. Footings shall bear on natural undisturbed soil below the frost depth required by the applicable building code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2. Building shall be founded on continuous concrete spread footings placed on undisturbed natural soil. D. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by the I.R.C. 3. Backfin on watts with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfified on one side only shall have ail supporting slabs, permanent framing or temporary bracing in place prior to piocement of the backfill (unless noted otherwise on pians). CONCRETE: A. CONCRETE REQUIREMENTS Concrete hos been designed and shall be constructed in accordance with the latest editions of the American Concrete institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, ACF 301. Provide hot or cold weather protection per ACI 305 & 306. 1. Concrete shall hove a minimum compressive strength at 28 days of: Walls & footings 3000 psi Slobs 3000 psi 2. Provide Type iI cement throughout with 4% air entrainment. 3. Mechanically vibrate concrete, 4. No admixtures shall be used without approval by the engineer. 5. Addition of water to the batch material for insufficient slump is not permitted. 6. Do not place pipes, ducts or chases in the structural concrete without the approval of the engineer. 7. Thoroughly clean all case and construction joints prior to placing concrete in adjacent pour. 8. Concrete shall not be In contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard Practice far Detailing Reinforced Concrete Structures ACI 315. 1. Reinforcing bars shall be ASTM A615 -Grade 60. 2. Welded wire fabric shall conform to ASTM A185. Furnish in flat sheets only. 3. Concrete protection for reinforcement: Cast against and permanently exposed to earth 3 in. Exposed to earth or weather #6-#18 bar 2 in. #3-#5 bar 1 1/2 in. Not exposed to earth or weather slabs & walls 3/4 in. beams & cols1 1/2 in. 4. Reinforcing lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric reinforcement one full mesh plus 2" at sides and ends and wire together. 5. Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom bare. 6. Discontinue one-half of horizontal steel across construction/control joints. 7. Provide corner bars of equal size and spacing around all corners. 6. Provide 2-#5 bars with a minimum of 2'-O" projection beyond the sides of all openings In Ovalis, beams and slabs. Provide 1-#5 x 4'-0" diagonally at all re-entrant corners of slabs. 9. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 10. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. C. SLABS 1. Provide control joints at 12'-0" max. spacing or as shown on the plans. 2. Provide minimum 4" compacted gravel under floor slab on grade. The material shall consist of minus 2 -inch aggregate w/ less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. MASONRY: A. CONCRETE MASONRY UNITS (CMUs) 1. All CMUs shall conform to ASTM 090. 2. CMUs used below grade and all exterior walls shall be Grade "N", Type 1 and interior concrete masonry units not exposed to weather or earth may be Grade "N" or Grade "S Type 1. 3. Ali masonry shall attain 1,500 psi compressive strength (fm) in 28 days. Special Inspection required. B. GROUT All mortar for exterior walls and interior bearing walls shall conform to ASTM C270, Type S. 2. Grout for masonry bond beams and pilasters shall be mode with stone aggregate and shall attoin 3,000 psi compressive strength in 28 days. 3. Grout lifts shall not exceed 4'-O" unless clean outs are provided. if cleonouts are provided then grout lifts shall not exceed 8'-O". C. REINFORCING 1. Reinforcing bars shall conform to ASTM A615 -76a, Grade 60. 2. Horizontal reinforcing shall be #5 at 48" plus joint reinforcement (standard truss type) spaced at 16" on center except as noted. A bond beam shall be installed at floor levels, roof levels s and top of parapet walls. Horizontal reinforcernent to be placed In bond beam units, grouted solid. Vertical reinforcing as shown on plans shall extend full height of the wall in grouted cells, U.N.O. 3. Provide 1-j5 in grouted cell at all corners, ends of walls, each side of openings and both sides of control Joints. 4. Lap bar splices 36 bar diameters. At corners and intersections, make horizontal bars continuous or provide matching corner bars. 0. GENERAL REQUIREMENTS 1. Fill all voids and grout cells solid far a distance of 32" below and 12" each side of all beam reactions or other concentroted loads unless noted otherwise on plans. 2. Provide vertical control joints in all masonry wall at 35'-0" maximum spacing as located on the architectural drawings. 3. Provide masonry lintel bond beams as follows: a, Spans not exceeding 4'-8"; provide 8" deep bearn reinforced with 2-#5 bars continuous in bottom beam, b. Spans not exceeding 12'-O"; provide 16" deep beam with 2-#5 bars continuous at bottom of beam and 1-#5 bar continuous at top of beam. Install #3 stirrups (single leg) at 6" on center horizontal spacing. Bottom reinforcing shall be within 3" of the bottom of the beam. STRUCTURAL STEEL: A. STRUCTURAL STEEL Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of 'Steel Construction and MSC Code of Standard Practice. Use welders meeting the requirements of the AWS Standard Qualification Procedure. Comply with AWS 01.1 Structural Welding Code. 1. All steel shall conform to ASTM A36 except beams shall be ASTM A992 Grade 50 and tube columns which shall conform to ASTM A500 (GR. B) and pipe shapes which shall conform to ASTM A53 (Or. 0). 2. Bolts shall conform to ASTM A325N. Anchor bolts shall conform to ASTM A307. Bolt size shall be 3/4" diameter unless noted otherwise. Installation shall be in accordance with AISC Specifications for Structural Joints Using ASTM A325 or A490 Bolts. 1978. 3. All welds shall be made with E7OXX electrodes. 4. Prime all steel with approved primer paint to exposed bolts, welds, and abraded shop paint areas. 5. All column base plates shall have 1" minimum grout to provide continuous bearing. B. GROUT AND ANCHOR BOLTS 1. Dry pack or grout shall be shrink resistant Embeco 153 or equivalent. 2. Expansion bolts shall be Simpson "Wedge -All" or approved wedge type. installed in accordance with the manufacturer's requirements. 3. Headed anchor studs (H.D.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manufacturer's recommendations. 4. Anchor bolts embedded in concrete shall be placed with setting templates. 5. Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan. C. STEEL CONNECTIONS 1. Provide bolted connections for steel beams per Part 4 and Part 5 of the AISC Manual of Steel. Construction. Except where otherwise shown, provide connections to support loads equal to one-half the total uniform load copocity of the member. 2. A minimum of two bolts shall be used for oil connections. Size and grade shall be determined by the fabricator. STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All wood members shall be as described in the 2001 edition of the "National design Specifications for Woad Construction" by the National Forest Products Association and the WWPAW. 1. Unless otherwise noted on the drawings, wood framing members shall b Douglas Fir/Larch Grade #2 or better. Redwood members shall be construction grade. 2. Sizes shown are nominal, except when noted as RC (Rough Cut) they ore full dimensions. 3. All wood members attached to concrete or masonry shall be redwood or pressure treated lumber. 4. Block all joists and rafters per the I.R.C. B. FASTENERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have i.0.8.0. approval, may be used with approval by the Engineer. 1, Connectors shown on the plans are manufactured by the Simpson Strong -Tie Company, Inc. Connectors by other manufactures shall be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified. Follow manufacturer's recommendations for installation of connectors. 2. All timber nailing and connections shall conform to the IRC and ALTO. 3. Bolts for wood member connections shall be 3/4" diameter, AST}A A307 with a minimum 1 1/2" washer at each end (unless noted otherwlse). 4. Self --drilling fasteners for the attachment to structural steel shall be "Teks" fasteners as manufactured by Buildex. C. PLYWOOD SHEATHING Plywood sheathing for roofs, floors and exterior shear walls shall be APA Grade -Trademarked C -D, Exposure 1, unless otherwise noted. 1. Roof Diaphragms (240 pif) shall be 5/8", APA rated sheathing, 40/20 place with 8'-0" dimension perpendicular to the joist, rafter or truss span. End joists shall be staggered. Attach plywood at edges with 8d nails at 6" Q.C. and at intermediate supports with 8d nails at 12" O.C. 2. Floor Diaphragms (250 pif) shall be 3/4", APA rated Sturdi-I-Floor, 24 D.C. place with 8'-O" dimension perpendicular to the joist span. End joints shall be staggered. Attach plywood with APA glue and at edges nail with 8d nails at 6" 0.C. and at intermediate supports with 8d nails at 10" O.C. Sheathing shall be T&G. 3. Shear Wall Diaphragms (180 pif, 380 pif wind) shall be 1/2", APA rated sheathing, 24/0 with 8"-0" vertical. dimension End joints shall be staggered.Studs shall be 16" O.C. Attach plywood at edges with 1Od nails at 4" 0.C. and at Intermediate supports with 8d nails at 5 0.C. Sheath all exterior wells full Il height with 1/2" plywood. At all corners, min. 4'-O" each direction, block plywood edges and nail as noted above. D. GLUE LAMINATED BEAMS Laminated member shall be designed and fabricated in accordance with "The Standard Specifications for the Design and Fabrication of Structural Glue Laminated Lumber" published by the AITC and the appropriate Lumber Producers' Association. 1. Use exterior glue for all exposed laminoted members. 2. All members exposed to weather shall receive one coat of end sealer at trimmed ends. Seal all exposed surfaces with sealer coat as soon as practical after erection. 3. Appearance grade shall be in accordance with the architectural drawings. 4. If beam is cantilevered and the cantilever is greater than one-third of the back span, install beam "TOP" down. 5. Allowable unit stresses for dry conditions of use required shall be as follows: Members stressed principally in bending such as beams & girders (AITC 24F -V4) unless otherwise noted on drawings. Fb=2400 psi Fv=165 psi Fc(perp)=650 psi E=1.8E6 psi Members stressed principally In compression or tension such as columns & truss members (AITC 24F -V8) Unless otherwise noted on drawings. Fc(paraliet)-1650 psi E=1.6E6 psi E. MICRO -LAM BEAMS Micro -laminated members shall be designed and fabricatedin accordance with the "National Research Board" and the "National Design Specifications for Wood". 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb-'2600 psi Fv=285 psi Fc(perp)= 750 psi E' -1.8E6 psi 2. Install micro -laminated members in accordance with the manufacturer's recommendation. 3. Holes, cuts, or notches not previously approved by the engineer or the manufacturer shall not be mode. 4. Micro --laminated lumber is marked on the drawings as "ML" and shall be 1 3/4" wide, unless noted otherwise. F. FABRICATED WOOD JOISTS (i -Series) I -series fabricated joists with structural wood flanges and plywood webs called for on the drawings (TJI/210. TJI/360, TJI/560)) are as manufactured by the Trus -Joist Corp..Joists by other manufacturers may be used if the depth and deflection is equal to or less than that of the joist specified for the particular span and spacing and when authorized by the Architect/Engineer. 1. Fabricated wood joists shall be in accordance with the manufacturer's recommendations. 2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. G. TIMBERSTRAND INSULATED HEADERS insulated headers sholl be Tlmberstrand LSL 1.5E Insulated Headers as manufacturerd by Trus Joist. The width shall be 5 1/2 inches with depth as shown on plans. 4" CONC. SLAB .N 0" 3-#5xVERT. CONST. JT. 12"e PIER 8x8 POST PL 1/4x3x10" (KNIFE) W/ 2-1/2"0 BOLTS PL 1/4x7x7 w/ 2-1/2"x6" H.A.S. #9 WIRE TIES 0 10" 0.0. 3-#5x LVERT. 10" 1 1/2" CLR. z J 0 T.O. FTNG. SEE PLAN SEE PLAN 1 2-5/8"0 LAG (8" MIN. EMBED.) WOOD BEAM, SEE PLAN WOOD COL 2 PL 1/4 1/4 GL BEAM, SEE PLAN NNINk_ 4-1/2"e x 4" LAGS (B" MIN. EMBED.) LVL VALLEY; 2 PLY *IlLPL 3/8 (BETWEEN LVL PLIES) w/ 3- 3/4"e BOLTS LVL RIDGE; 2 PLY 2" MIN.; (ALLOW FOR BOLT INSTALLATION) 3 INSIDE FACE OF FRAMING 000 SHEATHING 1/2" PLYWOOD SHEATHING; EXTEND TO INSIDE FACE OF FRAMING PLAN 14 E-+ W z Z z 320 MAIN STREET, SUITE 203 963-9395 -Ire' le el m 1-41 w 0 0 tiv r c H H 124 cn4-112-1 (11ool cy,.)12) 0 CrDI Cr) 14 REVISIONS JOB NUMBER 0937 DATE 9-28-09 PERMIT ONLY DRAWN BY EPK CHECKED BY SHEET NUMBER S2 C:\Documents and Settings\Ernie Koilar\My Docunients\Projects\2049\O937 Cattle 4" FOAM INSULATION (SPRAYED) R25.6 wivott-: .0•40„ aritourtie Dio •1Lfi1 4 4fr Vit:,�4 �;,f1sly fi mu...:_; f►�iif:_: r 1404, 4Ab vow, 11%8 ENGINEERED RAFTERS R-19 BATT INSULATION w / VAPOR BARRIER ROOF SHINGLES BITUTHANE BUTYL RUBBER 5/8" OSB 2" x 10" OUT LOOKERS 5/8" DRY WALL THRUOUT EXCEPT WHEN PLANS CALL FOR RATED DRYWALL. 117/9 ENGINEERED JOISTS ItZIM 2, 2 X 6 WALL STUDS @ 16" O.C. 3/4" SUBFLOOR T/G GLUE AND NAIL 5/8" DRY WALL THRUOUT EXCEPT WHEN PLANS CALL FOR RATED DRYWALL. DRIP EDGE WOOD FASCIA (2 pc ) 1" X 6" PINE SOFFIT \� f� WOOD SIDING EXISTING CONC. SLAB R-19 BATT INSULATION VAPOR BARRIER 2 X 6 WALL ----- STUDS @ 16" O.C. 2X6 PLATE 2 X 6 TREATED PLATE SILL SEAL fl 40 1 1§1 I =1 mam,41t 4 PAP RIM BOARD DBLE. 2 X 6 PLATE 1/2" OSB SHEATHING - FLASHING 5"STONE VENEER BITUTHANE FLASHING 1 rife EXISTING CONC. FOOTING 15# FELT VAPOR BARRIER ANGLE SUPPORT AT STONE WITH APPLIED WATERPROOFING EXISTING 8" C.M.U. WALL SECTION 3/4" = 1'-0" EXISTING FINISH GRADE SUPPLEMENTAL DRAWING FOR 6 OCT 09 PERMIT SET. NEW :ALEN -2OLOR 28 ,Fax 97 ACCESSARY BUILDING 3313 COUNTY ROAD 113 GLENWOOD SPRINGS COLORADO ISSUE: PERMIT 12 OCT 09 SHEET: A4