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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. emit Type: Residential Buildin ork Classrficafrarr Permit Status ACtiv issue Date: 8/20/2010 Expires: 02/16/2011 Subdivision Section Township Range 1818 OVERLOOK DR GLENWOOD SPRINGS, CO Owner Information 218725204028 Address HIGH ASPEN RANCH, P.U.D. Phone Gell Craig Fenneman 5864 East ST Indianapolis IN 46227 317-788-0374 Contractor(s) Phone Primary Contractor Pinnacle Mountain Homes (843)302-1465 Yes Proposed Construction l Details Single family dwelling on with attached garage. FEES DUE Fee Amount Plan Check Fee $2,805.89 Residential Building Fee $4,316.75 Total: $7,122.64 Valuation: Total Sq Feet: $ 727,803.60 8145 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLRE-8-10-20451 $ 7,122.64 Check # 4385 $1,730.23 $ 5,392.41 Required Inspections: For Inspections call; 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Friday, August 20, 2010 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 888-868-5306 WWW. earfield-county .com 111 1 Parcel No: (this information is available at the assessors office 970-945-9134) 1E7,- a9v5;.- 01-I - a),g. 2 Job Address: (if an address has not been assigned, please provide wy or Street Name & City) or and legal description I C] le due.wLr�c�zi7)c -641)5 n 3 ,10111) Lot No: z �r] Block No: Subd./ Exemption: h S n 4 Owner:(propertyMa' CrA-' Fc. ri)4 ekv1 e-.-1 in Address: ` (1;j LI S. rimrZri , 1 Ph: ' /7v5o -35' Phowner)Alt; x'17--,50 I- 3.� 93- 5 9 ontracto : ;Al rU4c-L , Aril, 1fe�Ina, Mailin Address: f �'a 0 ffaY( OP 8 a rirC:4c,trrt P b -3b' -19 A Ph: 3.362-{ �(n ..) 6 Architect / Engineer: a Mailing Address: G O5 '7��,t,:17 3l :les, n Ph: g 935- 9753- Alt Ph: 7 Sq. t. of Building: 9c o Sq. Ft. or Acme of T nt 3 Th510 p C Height: t} z o`�+ No. of Floors: 8 I Use of Buildin ' {o m u 9 Describe Work: 10 Class of Work: ew o Alteration o Addition 11 Garage: cached o Detached Septic: I'iSDS ❑ Community 12 Driveway Permit:. , ,l �et .-W.41-1-) e A .1Afr Owners valuation of Work: JJ 5Q 1'h t LL: C e.....NOTICE Authority. tp,e / 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 the Owner of the property, described above, or an authorized agent. tithe signature below is not that of the Owner, a separate with this Application. and adequate access to the property for purposes of inspections by the Building Department. Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Discharge Permit. authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, are not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work. 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 Comity Regulations rest with me and my authorized agents, including without THE NOTICE & CERTIFICATION ABOVE/:/ /7) Legal Access. Other Permits. Multiple separate permits may be required; (1) State County Ilighwayi Road Access or a State Wastewater Void Permit. A Building Permit becomes null and void if the work I hereby certify and specifications Assuming the submittals In consideration Code, ISDS construction I hereby grant Building Official of County Review of or discre•.... limits.. n s BY days after commencement. that I have read this Application and that the information and other data submitted by me or on my behalf (submittals), completeness of the submittals and approval of this Application, reviewed by the Building Department_ of the issuance of the Building Permit, I agree that 1 regulations and applicable land use regulations (County or use of the structure(s) and facility(ies), described above, permission to the Building Department to enter the property, from: (1) requiring the correction of errors in the submittals, Regulation(s) or any other applicable law. this Application, including submittals, and inspections of the cies. As the Owner, I acknowledge that responsibility for my :, chitect designer, engineer and/or builder. AC OWLEDG "- • T 1 HAVE READ AND UNDERSTAND OWNER. SIGMA_ DATE - o STAFF USE ONLY C s3q�,. Special Conditions: Adjusted Valuation: lZ603.6O Plan Check Fee: 2 b, g9 Permit Fre: g31(,75 Manu home Fee: .— Misc Fees: ISDS Fee: Total Fees: Fees Paid: Balance Due: BP No & Issue Date: ISDS No & Issued Date: 73, 7/95: by 1,803, z.3 5 92, 1 -II(paq f -no0 Setbacks:, rz zs sro' �, t OCC Group: g 3 Const Type: .r.3 'Zoning: %,4 %< BLDG DEPT• l mi-tde4A-,5 8 0 /0 PLNG DEPT: 4 . . , ...., . . . „ . . . 4 , - 4 . ..., 0/ 1 6 AP ROYAL DATE AP ROVAL DATE The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e, weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS W/G GNATURE ATE Bapplicationdecember2007 Building Plan Review Description of Work: Single family dwelling on with attached garage. Bin #: Location Address: 1818 OVERLOOK DR GLENWOOD SPRINGS, CO r General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -8-10-6552 Parcel: 218725204028 Application Date: 08/16/2010 Owner: Craig Fenncman Applicant: Craig Fennernan Applicant Phone: 317-788-0374 Email: Building v Engineered Foundation Driveway Permit !<` Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Ai/A Ay,1 Subdivision Plat Notes Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions -r-A .Plan Reviewer To Sign Application / pplication Signed N/I,>i Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report Plannin Zonin Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height Toning Sign -off Road Impact Fees HOAIDRC Approval Grade/Topography40% Planning Issues Subdivision Plat General Comments: Nj�q l✓m//AA hag ler RC, gewew Fee fr 7Z7/g 3. , 3/6.7x` 13, 00 -7, /95 £2V )so5.�� 5: 392.14 Applicant Address Date VALUATION FEE DETERMINATION Craig Fenneman 1818 Overlook Drive GWS 8/20/2010 Subdivision Lot/Block Contractor Finished (Livable Area): Main 5864 sq.ft Upper 2281 sq.ft Lower sq.ft Other sq.ff X $74.68 Total Square Feet 8145 sq.ft Valuation Basement: Unfinished Conversion of Unfinished to Finished Total Valuation Garage/Storage (wood framed) Carport: Total Valuation Crawl. Space Total Valuation Decks/ Patios/Porches Covered Open Total Valuation Type of Construction: Occupancy: Valuation 996 sq.ft X $41.00 sq.ft X $33.68 sq.ft X $18.00 sq.ft X $12.00 5831 sq.ft X $9.00 838 2418 sq.ft X $24,00 sq.ft X $12.00 Commercial sf X sf X sf X sf X sf X sf X High Aspen Ranch Lot 28 Pinnacle Mtn. Homes 608,268.60 0.00 17,928.00 52,479.00 49,128.00 0.00 Total Valuation 727,803.60 Applicant: Job Address: Subd- Lot/block: FEE ESTIMATE FOR S/F STICK B UIL T HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) FINISHED LIVING SPACE: R / 7 ` j sf X 74.68= UNFINISHED BASEMENT: •— Q ' sf X 41.00= CRAWL SPACE: .3`F3 I sf X 9.00= GARAGE: 9g sf X 18.00= UNCOVERED PATIO/DECK: / (, d sf X 12.00= COVERED PATIO/DECK: 'v 8 sf X 24.00= HSC: MISC: TOTAL VALUATION: 1-044 30I-.( O THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: fl -30 .T3 2.00 I . qo 143c1A•13 SEPTIC= PERMIT: PERC: 1-3 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE 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 professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be 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"x24" and drawn to scale. 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 1 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 2009 IRC, and 2009 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 corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ✓ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 3-301 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 properties), streams or water courses? Yes ✓ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes if Yes please provide a COPY. No ✓ 2 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 easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes ,/ 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ✓ 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 f 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 N o - 51'1t-0 LT v M— '6 IQ G . ? S 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 eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes 15. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes V. No 3 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 f 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 or 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 or substantial 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 ,/ 25. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes 4 26. Have you designed or had this plan designed while considering building and other construction code requirem;nts? Yes ,/ 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? 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 / 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.m. Monday through Friday. Inspections are to be called in to 888-868-5306. 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 -inspection 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 34. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes ./' 5 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 inspection. Yes 36. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit 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 issuance of a building permit that you will be required to obtain a grading permit? Yes f 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 ,% t,)/pr 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 N/p, I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. tgnatur f Owner C.17 (c7- Date Phone: 0317) 5c)8,— 35°(S (days); (3 1-7) 5-0 g 39(evenings) Project Name: FO+.3 til &NI kk, Project Address: 1 S1 g Q V EYL t—b ok- . ~J(2—tv€, o 0 0 {2-0.1(as �— 1 6 FENNEMAN RESIDENCE PARCEL 28, HIGH ASPEN RANCH 1818 Overlook Drive Garfield County, Colorado Job No. 21014.00 PROJECT MANUAL Issue Construction Documents & Permit Package August 10, 2010 Including: Architectural Outline Specifications IECC Insulation Compliance Certificate Exterior Finish Schedule Septic System Engineering Subsoil Study Selected Product Information APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARS' � OUNTY DEPARTMENT BUILDING Date—___ COPYNO INSPECTION THESE PLANS ON SIT 1'EUT page of aF�IrF COSY PURE -B -/e -/6 99 FENNEMAN RESIDENCE PARCEL 28, HIGH ASPEN RANCH 1818 Overlook Drive Garfield County, Colorado Job No. 21014.00 PROJECT MANUAL Issue Construction Documents & Permit Package August 10, 2010 Including: Architectural Outline Specifications IECC Insulation Compliance Certificate Exterior Finish Schedule Septic System Engineering Subsoil Study Selected Product Information ARCHITECTURAL OUTLINE SPECIFICATIONS INDEX Section Title Page 01010 Scope Summary 3 01020 Pricing 3 01400 Quality Requirements 3 01600 Submittal Procedures 4 01900 Substantial Completion & Final Acceptance 6 02110 Site Clearing & Grading 6 02200 Earthwork 6 02500 Paving & Surfacing 6 02710 Foundation Drainage 7 02720 Crawl Space Moisture Control 7 02740 Site Utilities 7 02900 Landscape 7 03300 Concrete 7 04400 Stone 8 05120 Steel 8 05700 Ornamental Metal 8 06100 Rough Carpentry 9 06200 Finish Carpentry 9 07160 Foundation Waterproofing 10 07200 Insulation 10 07260 Radon Control 11 07310 Exterior Wood Shingles 11 07320 Slate Roof Shingles 11 07410 Metal Roof 11 07460 Wood Siding 12 07520 Waterproof Membrane 12 07600 Flashing & Sheet Metal 12 07900 Sealants and Caulking 12 08200 Doors 12 08311 Access Doors and Frames 13 08600 Windows 13 08710 Finish Hardware 13 08800 Glass 14 09250 Gypsum Drywall 14 09300 Tile 14 09550 Wood Flooring 14 09600 Interior Stonework 15 09680 Carpeting 15 09700 Rubber Flooring 15 09900 Painting 15 10300 Prefabricated Fireplaces 10800 Toilet & Bath Accessories 11450 Residential Appliances 12372 Cabinetry 13241 Saunas 13242 Spas 14260 Limited -Use / Limited -Application (LULA) Elevators Division 15 — Mechanical Division 16 — Electrical ATTACHMENTS: IECC Insulation Compliance Certificate Exterior Finish Schedule Septic System Engineering Subsoil Study IRC Appendix F, Radon Control Methods Selected Product information, including Foundation waterproofing Roofing shingles Glass sliding door Fireplaces Appliances Elevator Plumbing fixtures Emergency generator Exterior light fixtures 16 16 16 17 17 17 17 18 20 prepared by Poss Architecture + Planning prepared by Pass, dated August 6, 2010 prepared by All Service Septic, dated June 21, 2010 prepared by HP Geotech, dated June 7, 2010 2 DIVISION 1 — General Requirements 01010 Scope Summary General: The project consists of a new two-level, five bedroom, seven bath private residence of approx. 9,100 gross s.f., including an attached 3-1/2 car garage of approx. 1,060 gross square feet. Project is governed by the provisions of the 2009 IRC. The building is fully equipped with fire sprinklers. The Work: The Work of this project is indicated in the Contract Documents, consisting of the General Notes, Drawings and the Project Manual, which shall be considered cooperative and continuous. Discrepancies in or between any of the documents shall be brought to the attention of the Architect immediately. The General Notes and Drawings are indexed on sheet G-001 of the Drawings. The Drawings include Topographic Survey, Architectural, Structural, Landscape, and Septic series. All documents used for construction of this project shall bear the same issue title, "Permit & Construction Package", as this Specification or a later date as part of an Architect's Supplemental Instruction (ASI) or an approved Change Order. However, all changes and modifications to the terms and conditions of the original Contract Documents shall require the approval of the Owner before they may be incorporated into the Work. By Contractor: Provide all materials, labor, equipment, etc. as required to construct the project as shown. Scope of work includes excavation & site grading; landscaping; driveway & patios; utilities; foundations; building enclosure including all weatherproof details; windows and doors; cabinetry; plumbing; HVAC; wiring; lighting; interior finishes; fixtures, etc. as shown, indicated, and reasonably implied in the documents. Also included in the Contractor's scope is the design and installation of all new heating, ventilating & plumbing systems, electrical service work and installation of all lighting. Contractor shall provide shop drawings, samples and cost information as appropriate to Owner & Architect for all items where submittals are required by the Documents or final selections are to be made during construction. By Owner: Subsoil studies, radon tests and site survey information. Owner will provide all window coverings and furnishings, Temporary Services: Contractor shall provide all necessary temporary site utilities during construction including power, water, heat, restroom, field office and site phone & fax. Contractor shall also provide collection services, adequate storage containers and on-site procedures to ensure that scrap wood, cardboard, and metal is properly recycled to the extent practical. Contractor shall present construction phase site management, erosion control, jobsite parking and material staging plans to the High Aspen Ranch Design Review Committee (DRC) as required. The construction site shall be overseen by the Contractor to ensure compliance with all requirements of the High Aspen Ranch DRC. 01020 Pricing Prior to commencing the work, the Contractor and Owner shall agree upon a detailed project budget, schedule and contract for construction, based upon current drawings and specifications. Include allowances for all items and finishes "to be selected later". Work shall not begin until budget is approved by Owner. 01400 Quality Requirements All materials and workmanship shall be performed by experienced tradesmen to meet or exceed the minimum of accepted industry standards, the requirements included herein or as required by the Owner. All installed materials and workmanship shall conform to the requirements of the following codes, as adopted and modified by Garfield County, Colorado: 2009 edition of the International Residential Code (IRC) 2009 edition of the international Mechanical Code (IMC) 2009 edition of the International Plumbing Code (IPC) 2009 edition of the international Fuel Gas Code (IFGC) 2009 edition of the International Energy Conservation Code IECC) All project work shall additionally meet the requirements of the High Aspen Ranch DRC and all other current 3 applicable local codes and ordinances. Contractor shall be responsible for the weathertightness of all installed construction assemblies and systems. Contractor will assume responsibility for items requiring coordination during the bidding or value engineering process. All completed portions of the work shall be protected from damage by other trades or activities until project is completed. Damaged or unacceptable work shall be replaced at Contractor's expense. 01600 Submittal Procedures Submittals: Where requirements are noted on drawings or in this specification for submittal or shop drawings, such documents as needed to verify conformance of the specified item shall be submitted to the Architect for review. Submittals shall also be required wherever items or materials proposed for use in this project differ from specified items or materials, including items proposed under "or equal" provisions of this specification. See individual specification sections for additional detailed requirements of certain submittals. Submittal review shall be complete prior to commencing that portion of the work. Allow ten days from date of submittal for each review. Coordinate items which may take resubmittal well in advance. Response will be by Architect's stamp, with appropriate action noted. Submittal samples and documents shall be presented in a format and quantity of copies such that copies may be returned to the Contractor and Subcontractors as needed, one copy may be sent to the Owner, and one copy may be retained for the Architect's records. Certain submittal requirements may be altered or partially waived at Contractor's request, if satisfactory evidence of specification compliance is demonstrated (for example, by using the named mfr's product) and other items may be added to the list as the work proceeds. Required submittals include, but may not be limited to the following: Spec. Div. Item 01900 Project Close-out Documents 02110 Erosion Control Plan 04400 Exterior stone veneer & wall cap Exterior stone patios 05700 Stair & Balcony Railing Chimney caps 06100 Roof Trusses 06200 Finish Carpentry Gable Vents 07160 Foundation Waterproofing 07200 Batt, BIBS, sprayed polyurethane & rigid insul, 07310 Wood Shingles 07410 Metal Roof 07460 Wood Siding 07500 Membrane Roofing 07600 Flashing and Sheet Metal Gutters and Downspouts 4 Submittal Format Owner's Manual and sub lists Document, submit to DRC Samples (field mock-up) Samples (field mock-up) Samples, shop drawings Samples, shop drawings Shop drawings Samples, shop drawings Cut sheets Cut sheets Cut sheets Cut sheets, samples for final DRC review Cut sheets, samples for final DRC review Samples for DRC final review Cut sheets Samples, cut sheets Samples, cut sheets 07900 08200 08311 08600 08710 09250 09300 09550 09600 09680 09700 09900 10300 10800 12372 13241 13241 14260 15000 15000 Sealants & caulks (exposed) All doors Access Doors All windows Hardware (doors & windows) Drywall finish texture Tile Grout Wood flooring Interior Stone flooring Granite Countertops Carpet Rubber flooring Paint Pre -fabricated Fireplaces Bath accessories Cabinetry Sauna Spa LULA Elevator HVAC Hot water heater & distribution Plumbing fixtures Fire Sprinkler System Samples for color selection only Shop dwgs, samples Shop dwgs, samples Shop dwgs, samples Samples for selection & approval, Cut sheets and full schedules Samples for selection Samples for selection Samples for selection Samples, cut sheets Samples Shop dwgs, samples Samples, cut sheets Samples for selection Color samples, cut sheets Cut sheets, installation manuals Cut sheets, samples Shop drawings, samples Shop drawings, cut shts, samples Shop drawings, cut shts, samples Shop dwg, finish samples System design calcs & layouts Shop drawings, cut sheets Cut sheets Full design, calcs and shop dwgs 16000 Lighting fixtures Cut sheets & samples Emergency Generator System design and cut sheets 5 01900 Substantial Completion & Final Acceptance Substantial Completion: Substantial completion shall be the point in the course of construction at which the Occupancy Certificate may be issued by the Building Department. At the time of substantial completion the Architect and/or Owner shall review a "punch list", prepared by the Contractor, of outstanding items which must be completed by the Contractor before Final Acceptance and payment in full, including final clean-up and preparation of Owner's Manual. Final Clean-up: Contractor shall turn the project over to the Owner in a fully cleaned condition, ready for immediate occupancy. All final cleaning of finishes shall be in accordance with the various manufacturers' and suppliers' recommendations. Windows shall be cleaned inside and outside. Do not use metal blades to clean tempered glass. Owner's Manual: Contractor shall assemble and neatly bind together all technical information regarding the various mechanical, electrical, plumbing and equipment related systems in the project, as well as all finishes. Such information shall include, but not be limited to manufacturer's service, maintenance & operations literature; all product and installation warrantees and guarantees; contact information for all design team members, material suppliers and subcontractors; schedules of any outstanding, long term approvals and/or conditions in force from Garfield County or the DRC at the completion of construction. Contractor shall retain all documentation required by the 2009 IECC, Chapter 4 on site until final acceptance. All such documentation shall be included in Owner's Manual, under an IECC Heading. DIVISION 2 - Site Work 02110 Site Clearing & Grading Remove existing vegetation only to the extent required for excavation and as shown on plan. Remove standing dead and fallen aspen trees within DRC approved areas as shown on plans. Install protective construction fencing around all trees to be saved and remove only those trees clearly marked for removal and approved for removal by the DRC. Save excavated topsoil for reuse on site as shown. Save usable large rocks and boulders for site landscape walls as noted on plans. Rework finish grade as required for landscaping and proper site drainage. Protect all areas not shown for regrading in their natural existing state. Refer to attached Subsoil Study prepared by HP Geotech, dated June 7, 2010, for site grading recommendations. Erosion Control: Long term erosion and runoff control for 100% of hard surface runoff shall be achieved by the roof drain discharge system, and by the vegetated swales shown on the site plan. Refer to civil drawings prepared by High Country Engineering. Short term erosion, runoff and sedimentation control during construction shall be the responsibility of the Contractor. Contractor shall present control plan to the DRC for approval prior to beginning construction. 02200 Earthwork Excavate as required for driveway, utility lines, crawlspaces, foundations, and rough site grades as shown. Structural Engineer's assumed design soil bearing pressure and general condition of sub -grade shall be verified in field at the time of excavation by the geotechnical engineer that prepared the original subsoil study, HP Geotech, prior to forming footings. Provide compacted gravel road base over compacted existing sub grade where shown for driveway, as shown in Landscape drawings. Compact all backfill in maximum 8" lifts, and per recommendations of attached Subsoil Study, dated June 7, 2010. 02500 Paving & Surfacing Exterior, on grade patios shall be flagstone on concrete slabs on free draining gravel on compacted soil per recommendations of Subsoil Study. Exterior concrete slabs should be separated from all bearing walls, columns and building with expansion joints. Driveway surfaces shall be continuous asphalt paving, as shown on plans and in landscape drawing details. Driving surface shall consist of minimum 12ft wide asphalt paving with 2ft compacted road base "hard 6 shoulder" on each side, and as detailed on site plans in areas of auto court and garage. Asphalt paving shall consist of (2)1-112" lifts over a minimum of 8-1/2" fully compacted road base over compacted natural sub -grade. Install drainage culvert at street ditch as shown. Where slope indicates need, provide drainage swales at driveway edge, with appropriate erosion control features. Install 8" drainage culvert at cul de sac swale as shown. Install two 4" dia, sealed PVC empty conduits below asphalt at street ditch and along entire length of driveway, and across drive circle, for future utility wires as shown. 02710 Foundation Drainage Install continuous perforated perimeter foundation drain at all footings as recommended in attached subsoil study. Completely wrap drainage gravel with filter cloth. Connect perimeter drain system at lowest point to non -perforated discharge pipe to daylight, as shown on site plan. Protect discharge from erosion with cobbles and gravel. 02720 Craw! Space Moisture Control Install an approved Class I vapor retarding barrier on top of entire ground surface in the crawl space and fasten to foundation stem wall as required by 2009 IRC, Section R408.3. Coordinate requirements for vapor barrier with Section 07260, Radon Control. Crawlspaces are designed as controlled ventilation crawispaces (conditioned air exhaust type), with no direct outside venting. See mechanical specifications and details for additional information. 02740 Site Utilities Design and install connections from existing utilities to building, including water, electricity, telephone and cable TV in general arrangements as shown on site plan, including all required service accesses, clean -outs, backflow prevention, panels, transformers, meters, etc. Install and connect new systems as shown, including new propane storage tank, potable water well and septic system. Comply with all applicable codes and regulations and verify each minimum required line cover below grade. General Contractor shall be responsible for field verification of all existing utilities and appropriate coordination of the work between the Owner, Garfield County, DRC and the utility companies. General Contractor shall obtain all necessary permits, approvals and inspections. 02900 Landscaping REFER TO LANDSCAPE DRAWINGS & SPECIFICATIONS, FOR COMPLETE REQUIREMENTS OF THIS SECTION. DIVISION 3 - Concrete 03300 Concrete REFER TO STRUCTURAL DRAWINGS & SPECIFICATIONS, FOR COMPLETE FOUNDATION AND INTERIOR SLAB REQUIREMENTS OF THIS SECTION. REFER ALSO TO LANDSCAPE DRAWINGS & SPECIFICATIONS, FOR REQUIREMENTS OF EXTERIOR CONCRETE SLABS ON GRADE AND PATIO BASES. Interior radiant heat slabs to be lightweight concrete, or Gyperete as acceptable alternate, in minimum 1-1/2" thickness as shown. 7 DIVISION 4 — Masonry 04400 Stone Exterior stone veneer and cap stone shall be installed in areas shown. Veneer shall be "Comanche Moss Irregular" as supplied by Pine's Stone or equal. Final stone material will be selected by Owner. Sill and cap stone shall be nominal 3-114" thick Colorado buff sandstone with cleft top face and split -faced front edge. Mortar joints shall be 1/2" maximum. Anchor veneer to supporting walls as required by IRC Section R703.7.4. Where temporary ties are needed to support masonry, use only stainless steel wire. Provide continuous foundation ledge, as shown in structural plans. Provide steel support for elevated stone areas without foundation bearing, as shown on structural plans. At chimneys above roof only, install pre-cut "thin veneer to match, maximum 1-112" thick and maximum 20 lbs/sf, as shown. Use only qualified masons and installers, thoroughly familiar with cold climate installation requirements and products. Provide heated enclosure during installation and curing for all cold weather installation. Provide minimum 4'0" x 4'0" on-site mock up, including outside corner and rubble cap, for review and approval by Architect and DRC. Cast in place piers for exterior column piers and CMU built-up cores for fireplaces shall be as specified in structural drawings. All masonry work shall be installed to sizes shown in architectural drawings by experienced masons. Exterior stone allowance at entry & patio slabs on grade and at Studio balcony, where shown, shall be based an "Southwest Buff Flagstone" as supplied by Pine's Stone, with full 3" thick exterior cold weather installation, or equal. Final stone material will be selected by Owner. Follow all recommended installation procedures for cold climate application. DIVISION 5 — Metals 05120 Steel REFER TO STRUCTURAL DRAWINGS & SPECIFICATIONS, FOR COMPLETE REQUIREMENTS OF THIS SECTION. 05700 Ornamental Metal Chimney rain caps shall be arched metal fabrications per plans. Finish shall match metal roofing. Great Room chimney cap shall include a spark arrestor, as required by the DRC. Shop drawing and finish sample submittals required. Exterior Balcony Railing: Railing panels shall be shop fabricated from 5/8" sq, hammered bar stock balusters and %4'x314" plate, as shown. Panels shall be set under wood top rails. Black, rust inhibiting paint finish. Shop drawing and finish sample required. Interior Stair & Balcony Railings: Furnish and install handrails at interior Stair and Balcony railings, as shown, fabricated from manufactured metal baluster components and wood top rail conforming to IRC guardrail requirements. King posts shall be wood, nominal 4x4, finished to match top rail. Baluster components shall be as mfr by King Architectural Metals or equal, as selected by Owner. Install handgrip on wall side of stair, as shown, per IRC requirements, profile to be selected by Architect. Architect's review of shop drawings and finish samples shall be required prior to fabrication. 8 DIVISION 6 - Wood and Plastics 06100 Rough Carpentry REFER TO STRUCTURAL DRAWINGS AND ARCHITECTURAL DETAILS FOR ADDITIONAL SPECIFICATIONS OF THIS SECTION. Rough framing shall be performed by experienced tradesmen to comply with all requirements of the IRC and local codes. Typical wall framing will include 2x6 & 2x4 wood studs at 16"o.c. with 1/2" exterior OSB sheathing at exterior and bearing walls. Where size allows, exterior wall headers shall be "efficient" and include a minimum 1-1/2" layer of R-7/in. rigid insulation. Floor joists to be 11-7/8" & 18" TJI (series as noted on structural framing plans) with 3/" plywood subfloor. Rafters to be 11-718" TJI (series as noted on structural framing plans) with 5/8" sheathing. 2x12 rafters may be substituted at short -span valleys and gables with approval of the structural engineer. Pre -manufactured, 2x roof trusses shall be installed where shown on structural drawings, in configurations as indicated on architectural drawings. Pre -manufactured roof trusses shall include "energy heel" feature as shown and be designed and stamped by a licensed Colorado structural engineer. Fabricate and install two structural interior trusses, as shown on structural drawings at Great Room roof. Shop drawings required for all trusses. Provide all fire blocking and draft stops as required by codes, whether or not shown on drawings. Provide structural support blocking for all handrails, hardware, towel bars, shelves, built-ins, cabinetry, etc. Provide nail base at all interior walls. Install 2x false framing for dropped ceiling areas as shown on reflected ceiling plans. All construction adhesives shall be solvent free and/or low toxic type. Products shall be Greenguard certified or equal. Exterior exposed timber posts and beams shall be Douglas Fir #1. Refer to construction details in both the Architectural and Structural series drawings. Eave and gable end braces shall be fabricated out of Douglas Fir #1 and stained to match timbers. Exterior railing wood posts, caps, and rails shall be smooth #1 cedar as shown on plans, stained to match timbers. Interior heavy timbers shall be fir, #1 architectural grade, smooth finish to match interior truss timbers, see Section 06200. 06200 Finish Carpentry Interior: Species, profiles and finishes will generally be as selected by Owner later. For budgeting, assume stained knotty alder. No interior particle board or urea -formaldehyde MDF may be used. Wall baseboard to be nominal 5" x 5/8" solid wood. Windows and doors will have nominal 4" x3/4" interior jamb and head trim. Interior window sills to be to be inverted base profile with mitered ends projecting 1" past jamb casing. Laminated casing may be used for arched window heads, if finished material can match solid casework. Install built-in shelves, window seats, benches and cubbies as shown on plans. Wood species, grade and stain finishes as selected by Owner. Shop drawings required. Wood stair treads, risers and railings and profiles shall comply with the IRC. Stair layout shall be as shown on Drawings and in accordance with code requirements. See also Section 05200, Ornamental Metal for stair balusters. Great Room fireplace mantel to be as shown and as selected by Owner, fabricated from heavy timber to match interior timber framing (see below). See also Section 09600, Interior Stone for fireplace information. Ceiling truss timbers, where shown on architectural ceiling plans, shall be rough sawn douglas fir #1, per structural requirements. Non structural truss components shall dried and fabricated to match structural 9 elements, but need not be structurally graded for strength. Apply these members as shown in details with fully concealed fastener systems prior to installation of drywall ceilings. Finish all interior timbers to match, using stains as approved by Owner, and protect from damage or other finishing activities as required. Finished sample submittals required. Install cabinets as selected by Owner, See Section 12372. Fireplace mantel at Great Room shall be custom selected, solid rustic fir, 8" thick, as shown. Exterior: Porch posts, knee -braces and beams shall be fully structural members as specified in the Structural Drawing Series. Species and structural grade shall be as noted on those Drawings. All connections to have concealed fastener details and neat, tight fitting joinery. Soffit braces at end gables shall be non-structural, of similar material and details. Doors, windows and siding outside corners shall have 2x cedar exterior trim as shown. Exterior soffits at porches, eaves and rakes shall be nominal 5" x 3/4" thick T&G cedar as shown, stained. Eave fascias shall be trimmed in 2x kerfed running cedar as shown. Use continuous pieces of longest practical length and stagger joints of overlapping boards at least 2ft where possible. Finish and back prime all eaves and soffits per Section 09900. Finished sample submittals required. Louvered cedar gable vents shall have full insect screens and minimum 40% free area. Total free area of each louver shall be as shown on elevations. Complete louver and gable vent submittal required. DIVISION 7 - Thermal and Moisture Protection 07160 Foundation Waterproofing Provide continuous waterproofing at all new foundation walls from base of footing to top of foundation wall. Continuous protection board shall be installed over the waterproofing. Install metal grade flashing as shown, dark brown finish. Product shall be as follows: At Crawlspace walls: "Tuff-N-Dri" H8 membrane, as mfr by Tremco, with "Warm-n-Dri" protection and drainage board, as mfr by Koch, or equal. Use only trained and mfr approved installers. Spray application is permitted in accordance with mfr's requirements. Alternate integral drainage/waterproofing and insulation systems may be considered by submittal, subject to Architect's approval. Submittal of all products required. 07200 Insulation Install all insulation products in strict accordance with mfr's written instructions and in compliance with applicable Codes, including 2009 IECC. Refer to the IECC Compliance Certificate, included at the end of this specification. This certificate shall be posted in on or in the electrical distribution panel, as required by Section 401.3 of the 2009 I ECC. Insulation products shall be as follows: Foundation walls: Exterior stud walls: 2-3/8" R-10.1 Warm-n-Dri insulation board at exterior of all foundation walls, from grade to top of footing. An additional layer of R-5 minimum rigid insulation shall be placed to a minimum 2ft depth at the Garage perimeter. At foundation walls above grade (Master wing), install continuous R-19 batt on the inside face of the foundation wall. R-23 BIBS, continuous at 2x6 studs. Blown in material must be at least 40% recycled content. Install "Membrain" vapor retarder, as manufactured by Certainteed, at interior face of studs. 10 Roof: Floor at window seat: Floor/Clg joists: Floor joists over crawlspace: Interior walls: Other insulation: All insulation products R-49 batt and Class I or 11 vapor retarder, per IRC Section R806, at bottom chord of manufactured trusses, with vent baffles as required to prevent wind scouring, Sprayed -in polyurethane foam insulation, nominal 7" thick, R-50 average, at all rafter framed roof areas, without vapor barrier. R-38 batt and "Membrain" vapor retarder, as manufactured by Certainteed, continuous btwn joists. Minimum 5-1/2" unfaced sound batt at all floor/ceiling systems. Insulation not required per IRC Section N1102.2.9 and IECC Section 402.2,9, however, install R-19 batt insulation below all radiant floor areas Minimum 3-112" unfaced sound batt at all walls. Minimum R-20 insulation at garage ceiling and common walls As shown or required. and installation shall meet the requirements of the 2009 IECC, Chapter 4. 07260 Radon Control The site is located in a Zone 1 High Radon Potential County (Garfield). Contractor shall furnish and install PVC radon vents into crawlspaces, below vapor barrier, and into gravel bed below garage slab, and make sealed connection to roof vents. Verify proposed roof vent locations with Architect. Owner shall provide radon testing by a licensed radon testing company. If testing indicates further mitigation is required, vent fans shall be added to create an Active System. All procedures and mitigation systems shall conform to the recommendations and requirements of IRC Appendix F, attached at the end of this specification. Coordinate required radon barrier in crawlspace with vapor retardant barrier requirements of Section 02720, Crawlspace Moisture Control. 07310 Exterior Wood Shingles Wood shingles at exterior walls as shown on plans shall be 18" Number 3 grade red cedar shingles with average 7" exposure and slightly staggered "rustic" butts. Install wood shingles over 15# building paper per mfr's instructions for heavy snow climate. Building paper shall be "Fortifiber Super Jumbo -Tex 20 minute", or equal, submittal required. Installation of exterior wood shingles shall meet the requirements of the 2009 IRC, Section R703.5. Material and installation procedures submittal required. Pre -panelized shingles as mfr by Shakertown or equal may be accepted based on submittal. Use only stainless steel fasteners. 07320 Slate Roof Shingles Shingle roofing shall be Lamarite Shake Composite shingles as mfr by Tamko Building Products, or other approved equal. Installation shall be a UL Class A fire rated system and meet or exceed the standards of IRC Section R905.6. Follow manufacturer's recommended instructions for high wind area installation. Product must be successfully tested for ASTM D3161 (modified to 110 mph), Color shall be selected from mfr's standards, as approved by architect from samples. Finished material samples required for DRC final approval. Provide continuous underlayment at all shingles, in accordance with mfr's recommendations for Class A roof installation and all applicable codes. Install continuous Grace "Ice & Water Shield" or equal at all roof areas, per mfr's and IRC recommendations. Contractor shall verify underlayment compatibility with all other components of roofing assemblies. 07410 Metal Roof Provide pre -finished standing seam metal roof where shown and at arched chimney rain caps as shown. Include flashing systems by the same mfr in matching finish as appropriate. Metal roofing shall be minimum 24ga field Berridge "Tee -Panel" standing seam roofing system, or approved equal. Finish shall be manufacturer's standard Kynar 500 or Hylar 5000, color to be selected from mfr's standards. Install continuous waterproof underlayment, as required by IRC and manufacturer for a Class A installation, at all metal roof areas. Installation of complete roofing system shall meet the requirements of the 2009 IRC, Section R905.10. Submittal of mfr's standard 11 details and requirements required prior to final material selection. Submittal of mfr's standard color samples required for final color selection, prior to final DRC approval. 07460 Wood Siding Install horizontal, beveled & kerfed cedar lap siding, with nominal 8" exposure, minimum 1" lap, and rustic, "wavy" cut bottom edge, over 15# building paper at exterior walls where shown on drawings. Building paper shall be "Fortifiber Super Jumbo -Tex 20 minute", or equal, submittal required. Installation of complete siding system shall meet the requirements of the 2009 IRC, Section R703.3. Use only stainless steel fasteners. Siding will be stained. See section 09900 for finishes. Finished material samples required for DRC final approval. 07520 Waterproof Membrane Install continuous waterproof membrane and drainage mat system below radiant slab and stone finish at %" per ft sloped upper Studio balcony roof deck area. Membrane shall be wrapped over all perimeter curbs and min. 18" up adjacent walls as shown. Membrane shall be protected by a drainage mat. Acceptable products include "Hydrotech MM 6125" Waterproof Membrane with ''Hydroflex 30" Protection Layer and "Hydrodrain 300" Drainage Mat as mfr by American Hydrotech, or equal. Product and installation requirements submittal required. Coordinate flashing of overflow with waterproof membrane and slab installation. Follow all mfr's written instructions. Flood test required prior to covering membrane and after installation of radiant slab and stone. 07600 Flashing and Sheet Metal Flashing: Concealed flashing shall be flexible bituminous type or galvanized sheets, min. 26 ga. All exposed flashing shall be prefinished to match adjacent materials. Provide metal flashing at valleys, eaves, rakes, and other roof transitions, as required by IRC Section R905.2.8. Provide continuous flashing at tops of foundation walls, door and window openings, at all roof penetrations and as shown and as required to maintain weathertightness. Contractor shall be responsible for determining the compatibility of all dissimilar materials in contact. Submittal of all exposed flashing materials and systems required. Gutters and Downspouts: Install half -round style prefinished aluminum gutters at locations noted on Drawings. Provide 4" rectangular downspouts at locations shown on plans. Architect to select gutter & downspout color and bracket profile from mfr's standards. Provide min. 1/8" per ft. gutter slope in directions as shown on roof plan. Coordinate suitability of fasteners with adjoining materials. Direct downspout water discharge into perimeter buried drain system as shown on civil plans. Coordinate with electrical for heat trace system at all gutters and downspouts to 12" below grade. Submittals required. 07900 Sealants and Caulking Provide joint sealants, fillers and related materials as appropriate to guarantee weather tight seals with full regard to compatibility with adjoining materials and each service exposure encountered. Entire building envelope shall be sealed to meet the requirements of the 2009 IECC, Sections 402.4.1 & 402.4.2, as administered by Garfield County. Follow all manufacturer's instructions for proper use. Architect must approve colors of all exposed sealants. DIVISION 8 - Doors and Windows 08200 Doors General: Refer to door schedule on Drawing A-601. Fire rated garage door and frame shall bear labels confirming their ratings. Submittals required for all doors of this section. See Section 08800 for requirements of glass. Maximum full unit U -value is 0.35 for all exterior doors, except custom entry door. Mechanical Room & Garage Doors: provide threshold and weatherstripping for sealed mechanical room and garage doors. 12 Swing Patio Doors: Patio swing doors shall be mfr by Pella with clad exterior and stain grade interior wood finish to match windows. Sliding Patio Doors: Patio sliding doors shall be lift -slide function type, as mfr by Panda, as shown, with clad exterior and stain grade interior wood finish to match windows. Main Entry Door: shall be custom fabricated solid wood raised panel type, as shown and as selected by Owner. Coordinate this door with side lites and transom, as shown. This door is exempt from the exterior U - Value criteria. Interior Wood Doors: Raised panel type, stain grade. Wood species, grain and grade to match base and trim, as selected by Owner. For pricing allowance, assume knotty alder. Exercise Room Door: Glass, overhead track type, Model "Manet", as mfr by Dorma. See mfr's info at end of this specification. Garage doors: two nominal 8'0"H x 9'0"W and one 8'0"H x 18'0"W overhead sectional type with paneled wood veneer applique as mfr by Advanced Door Co., Basalt, CO., as shown, or equal. Door shall be insulated and fully weather-stripped. Provide remote controls and motor operators with integral garage lights and all code - required safety features. Wood panels shall be stained by painting contractor to match Rough Carpentry exposed wood surfaces. Shop drawings required. Infiltration and air leakage: Doors shall have no more than .05 cfm/sf infiltration rate when tested in accordance with NFRC 400 or AAMA/WDMA/CSA 101/1.S.2/A440 and must be listed and labeled by the manufacturer. Doors shall meet all requirements of the 2009 IECC. 08311 Access Doors & Frames Provide and install access doors as shown and as required by code at all attic spaces and at crawlspaces. Access doors shall be weatherstripped and meet insulation requirements of surrounding floors or ceilings. Interior finishes of all access door shall match surrounding floors or ceilings. Crawlspace access doors shall have recessed or flush hardware. 08600 Windows General: Refer to window schedule on Drawing A-602. New operable and fixed windows to be Pella, clad wood type as selected and approved by Owner, with stain grade interior pine finish, in rough opening sizes as shown. Color shall be Pella standard "Brown". All windows shall be SFI (Sustainable Forestry Initiative) certified. Maximum unit U -value is 0.35 for each unit. Windows shall bear NFRC labels verifying energy performance ratings. See section 08800 for additional glazing information. Complete shop dwg. submittal and color samples required. Contractor shall be fully responsible for re -coordinating any changes to rough openings required due to selection of alternate manufacturer after approval by Architect. Manufacturer shall verify warrantee of oversized casement units. Infiltration and air leakage: Windows shall have no more than .03 cfmisf infiltration rate when tested in accordance with NFRC 400 or AAMA/WDMAICSA 10111.S.21A440 and must be listed and labeled by the manufacturer. 08710 Finish Hardware Provide door hardware per the requirements of the door schedule and as required by codes. Door hardware shall be selected by Owner from Rocky Mountain Hardware. Coordinate functions and hardware sets with Owner and Architect by detailed hardware schedule submittal. Window hardware shall be selected from mfr's standards, finish to match door hardware. 13 08800 Glass Exterior doors and windows shall be a/ IG, Simulite, Low E, .75" width grid, as mfr by Sierra Pacific or equal. See section 08200 and 08600 for additional glazing information. Thermal performance of glazing shall meet the glazing U -factor requirements contained in the IECC Compliance Certificate following the architectural outline specifications. Manufacturer shall prepare windows and doors for high altitude conditions. Install fully tempered glass at all doors and at windows where shown and where required by code. Shower enclosures: Provide frameless "euro" style glass shower enclosure as shown at Master Bath and Guest Baths # 2 & 3, and Recreation Room Bath. Provide framed glass shower and tub doors at guest baths, where shown. All shower glass shall be tempered plate glass, thickness as recommended for panel sizes. Mirrors: Install full wall to wall vanity mirrors from 6" bath counter backsplash to min ht. of 6'6" above finished floor at Master Bath. Owner will select mirror style for other baths, provide allowance. DIVISION 9 - Finishes 09250 Gypsum Drywall All new interior walls and ceilings to be 5/8" gypsum wallboard (except 5/8" type "X" at garage ceiling and storage ceiling below stairs). Use type "X" at rated fire walls (shaft enclosures). Use moisture resistant cement backer board, "Wonderboard" or equal, at all tub & shower enclosures. Use wet area rated wallboard, "greenboard" or equal at other tiled surfaces, All tape, joint compounds, fasteners, corner radii, etc. shall be as recommended by the gypsum board mfr. All outside corners shall be'/" radius. All doors & windows to have full interior wood trim. Submit drywall texture, light "skip trowel" type or equal, suitable for paint finish as selected by Owner. 09300 Tile Floors: Floors in Mud Room, Studio, Laundry and Guest Baths will be 12" ceramic or porcelain tile as selected by Owner. Floors in Galleries, Kitchen and Master bath will be dimensional stone tile in materials, sizes and patterns as selected by Owner. Install on thin set type mortar compatible with concrete slab, sloping to floor drains, where indicated. Coordinate radiant slab thicknesses as required for tile material and setting condition. All tile shall have recycled material content. Submittal required for all samples. Interior stone floor tile at Master Bath and shower floor shall be travertine tile, 12-16" square, diagonal pattern, or equal, as selected by Owner, installed over radiant heat slab per Ceramic Tile Institute's specifications. Shower base will be poured in place over a waterproof membrane as one piece and tiled as shown. Install stone floor tile over isolation membrane per mfr's instruction at perimeter locations where floor slab meets foundation wall. Install complete floor, wall and ceiling waterproof membrane at steam shower in master bath, in accordance with Ceramic Tile Institute's and manufacturer's recommendations. At Master Bath & shower walls and tub deck, interior stone tile shall be Thin Daltile Natural Stone TS51, or equal, as selected by Owner. Install vertical stone tile over cementitious backer board per manufacturer's instructions and Ceramic Tile Institute's specifications. Install horizontal shower and vertical tile with a two - component mortar consisting of a dry set mortar and a flexible liquid additive exceeding ANSI A118.4. Use an unsanded polymer modified grout at joints not exceeding 118". Use a sanded grout at joints exceeding 1/8". Grouts shall exceed ANSI 118.6. Seal all grout joints with a penetrating silicone sealer. Submit grout samples and manufacture's specifications for grout and sealers. Acceptable manufacturers shall be MAPEI or equal. 09550 Wood Flooring Install radiant heat system compatible engineered hardwood flooring as manufactured by "Kahrs", or equal, over radiant floor slab at areas as shown on plans, including Great Room, Study, Dining, Master Bedroom & Dressing, Stairs and upper hallway. Install moisture barrier between slab and flooring as required by manufacturer. Species to be selected by Owner from manufacturer's standard products. Follow all recommendations of mfr. for acclimatization, storing of material and installing over radiant floor systems. Concrete subfloors shall be a minimum of one month old. Before installation, tape down a 3' x 3' piece of polyethelyne to the concrete for 48 14 hours. If moisture forms or the concrete darkens, a calcium chloride test should be performed. The maximum reading on this test should be 5 lbs./24 hrs11000 square feet. Submit samples and finishes for Owner selection. 09600 Interior Stonework At Fireplace and Hearth: Stone veneer to match exterior as shown on fireplace details and as selected by Owner, including large piece stone mantel at Master Bedroom. See Section 06200 for timber mantel at fireplace in Great Room. At Entry, Galleries, Kitchen and Powder Room: "Midway" 1-2" random large flagstone, or equal, as selected by Owner, on thickset mortar bed. Mortar bed to contain radiant heat tubing. At Kitchen, Bath & Laundry countertops: Granite slab, in maximum continuous sections practical, as selected by Owner. Chamfered square edge detail, or equal, as selected by Owner. Full backsplash to match at Kitchen, 6" back splash typical at Baths and Laundry. Sample submittal required for all interior stone products for material and/or edge detail selection. Shop drawings required for stone countertops. 09680 Carpeting Install carpet and pad at areas as shown on plans, as selected by Owner. Install carpet over radiant floor heating system using glue -down tack strips only. Carpet and pad shall be radiant floor compatible, maximum %4" to 3/8" slab foam rubber pad is recommended. Carpet pad should not be stapled down. Carpet and pad shall contain at least 30% recycled material or be made from natural, renewable fiber, and carry Greenguard certification. Sample and product cut sheet submittals required. 09700 Rubber Flooring Install rubber flooring, nosing and cove system at garage work bench, recycling bay and closet, as shown. Rubber flooring shall be "Norament Round" as manufactured by Nora Systems or equal. Insatliation, surface preparation, and adhesives shall be as recommended by manufacturer. Final color selection will be approved by Owner. Submittal required. 09900 Painting All interior paint and coating products shall be water based, low odor, low VOC type, as mfr by Safecoat or equal unless noted otherwise, colors as selected by Owner. Exterior stains will be as manufactured by Sikkens, or approved equal, and colors will be selected by Owner from mfr's standards to match DRC approved color submittal, unless otherwise approved by Architect and DRC. Use recommended surface preparation and primers and follow all of mfr's written instructions. Allow for 4-5 interior colors and 2-3 exterior colors. All colors noted below subject to final selection and approval by Owner. Typical paint finishes include: At Gypsum Board: interior latex, eggshell finish (except semi -gloss finish at kitchen, baths and laundry). At Interior Trim: Stain to match medium tone color of wood floor. At Interior Wood Doors: Stain to match trim. At Exterior Wood Siding: Semi transparent stain. At Exterior Fascia and Trim: Semi transparent stain. At Exterior timber post and beams: Semi transparent stain. At Exterior wood doors: Stain to match timbers. At Exterior shingle siding: Semi transparent stain. At Exterior metal balusters: Rust inhibiting paint, black. At Garage & Mechanical Room floors: Epoxy concrete sealing system, color to be selected by Owner. Submit samples of all paint and stain finishes for approval prior to application. Sample submittals may be required for final DRC approvals prior to permitting. Refer to Exterior Finish Schedule attached to this specification for preliminary color selections, 15 DIVISION 10 — Specialties 10300 Prefabricated Fireplaces Furnish and install pre manufactured wood burning and gas log fireplaces at locations as shown on plans. Masonry surround details will be shown on drawings. Refer to section 06200 and 09600 for additional information on surrounds. Install complete systems with glass doors, outside combustion air inlets, flues, flue caps and terminations, remote controls and accessories as required by code and mfr. Follow all manufacturer's requirements and codes for clearances to combustible materials. Fireplaces shall meet all requirements of the 2009 IRC, Chapter 10; and the 2009 IECC, Chapter 4, Color, face and base plate finishes to be selected by Owner from manufacturer's standard colors and styles for each unit. Complete system submittals required, including installation and maintenance manuals. Fireplace units shall be as follows (or equal), subject to approval by Owner and compliance with all !RC, HAR and Garfield County regulations: At Great Room: Model FPX 44 Elite Fireplace (wood burning), as mfr by Fireplacextrodinair. At Master Bedroom: Model "564 SS Green Smart" gas fireplace, as mfr by Fireplacextrodinair. Wood burning fireplaces shall have gasketed doors and outside combustion air kits, per requirements of 2009 I ECC. 10800 Toilet and Bath Accessories Provide allowance for bath accessories including towel bars, towel rings, soap dishes, tissue dispensers, robe hooks at each bath, to be selected by Owner. Rocky Mountain Hardware, or compatible style is preferred. DIVISION 11 - Equipment 11450 Residential Appliances Kitchen shall include counter depth side by side type refrigerator/freezer with in door water & icemaker, electric oven, propane gas cooktop, microwave, dishwasher, trash compacter and garbage disposal. Laundry shall include electric washer and gas dryer. Appliances shall have no CFC's and energy efficient operating cycles as applicable. Energy Star appliances shall be selected where applicable. Colors and finishes as selected by Owner. Contractor will install appliances with cabinetry. Appliance list as follows: At Kitchen: Cook top/Oven: 48" Viking, Thermador, or equal, with integral ovens as selected by Owner Grille Cover: to be selected by Owner Griddle Cover: to be selected by Owner Cook top vent: overhead range exhaust in custom, ceiling mounted enclosure, as selected by Owner Microwave: upper cabinet type, as selected by Owner Refrigerator: 42" Sub Zero, or equal as selected by Owner Dishwasher: Fisher & Paykel Model DD24DCX6 stainless steel double drawer dishwasher, or equal as selected by Owner Trash Compactor: GE, or equal, as selected by Owner Disposal: GE, or equal, as selected by Owner At Laundry: Washer: Dryers: At Dining Room: Wine Cooler: Refrigerator: Bosch Model WFVC5440UC, white front load washer, or equal as selected by Owner (2) Bosch Model WTVC5330US, white front load electric dryers, or equal Custom as shown and selected by Owner 24" Sub Zero model 700BR under counter 2 -drawer, or equal as selected by Owner 16 At Recreation Room: Microwave: upper cabinet type, as selected by Owner Refrigerator: 24" Sub Zero model 700BR under counter 2 -drawer, or equal as selected by Owner DIVISION 12 - Furnishings 12372 Cabinetry Provide and install manufactured Kitchen cabinets and Bath vanities, in styles and finishes as selected by Owner. Base allowance on matt finished Hickory until selections are approved. All cabinets shall be fabricated without particle board and use SFI (Sustainable Forestry Initiative) certified wood. Complete shop drawing and sample submittals are required. Master Dressing will have manufactured closet organizer system, including full height and double hanging, built-in drawer stacks, and shoe storage. Manufacturer and system details to be selected by Owner later. Full height, wall mounted storage lockers will be installed at Mud Room (18" wide individual type) and Garage (48" wide double door wardrobe type) as shown. A laundry chute will be installed from the upper hallway window seat to the Laundry below. DIVISION 13 — Special Construction 13241 Saunas Furnish and install a complete double tier "L" shaped sauna room and all appurtenances as shown on plans, including interior cedar wall & ceiling paneling & matching benches, heater unit, decorative glass door and controls. Room size shall be nominal 6ft x 8ft. Pre-cut sauna kit and accessories shall be Model CP68 as mfr by Catalina Luxury Saunas, with "True Wave II far Infra -red" Clearlight infrared heater as mfr by Sauna Works, or equal as approved by Owners. Submittals shall include shop drawing, installation and maintenance manuals, and material samples. 13242 Spas Furnish and install a complete exterior spa and all appurtenances as shown on landscape plans, including power supply, pumps, heater unit, insulated cover and controls. Spa size shall be nominal 8ft diameter. Materials and installation shall meet the requirements of IRC Appendix G, whether or not such requirements are adopted by Garfield County or not. Spa cover shall be vapor -retardant, with a minimum R-12 insulation value, be resistant to animal damage, and meet requirements of ASTM F 1346. Additional details and specifications will be provided later. Coordinate with other Sections of this specification as needed. Submittals shall include shop drawing, installation and maintenance manuals, and material samples. DIVISION 14 -- Conveying Equipment 14260 Limited -Use / Limited -Application (LULA) Elevators LULA Elevator shall be holeless, shallow pit type with two stops, front door, two way self -leveling, door protection, Model LEV2100, as mfr by ThyssenKrupp Access Manufacturing, LLC, or approved equal. Materials and installation of cab, doors, controls, and accordion car gate shall comply with all requirements of the 2009 IRC, Section R231, ASME A17.1, local codes and manufacturer's requirements. Contractor shall coordinate with electrical for 230vac, 60 Hz, 20 amp single-phase power requirements. Finishes to be selected by Owner from mfr's standard upgrade packages. Submittal requirements include shop drawings and samples. All alternate elevator submissions shall include a complete description of required pit and headroom (currently provided at6" and 9'4" respectively). 17 DIVISION 15 — Mechanical General: All work shall be performed by qualified personnel and shall conform with requirements of the 2009 IRC, 2009 IECC (including Section 403, Residential Systems), currently adopted UMC, UPC and all local codes. Contractor shall provide all materials, items and labor to design, furnish and install complete and fully operational mechanical systems, including building heat, domestic hot water, plumbing, propane gas, and all related controls. All work of this section is on a "design/build" basis by the Contractor unless specified otherwise. Scope includes design and installation of radiant in -slab heat system, domestic hot water heater(s), propane gas systems, and plumbing lines to all new fixtures. Complete layout of all equipment to be installed in the Mechanical Room shall be submitted and approved prior to installation of any lines below slabs or grade. Complete submittals are required for each system described below. Contractor shall provide all operating manuals, warrantees, etc. prior to final acceptance. Radiant Heat Floor System: Contractor shall install a complete radiant heat floor system, including new high efficiency components such as Weil -McLain GV gold boiler, programmable thermostats as manufactured by Honeywell, flues, valves, main feeds, manifolds, etc. Contractor shall size and install boiler as required by mfr and code. Other items such as thermal resistance of floor coverings shall be factored in as well. Tubing shall be ASTM standard 518"O.D (1/2" I.D.) cross-linked polyethylene, 200 degrees Fahrenheit potable (PEX) tubing as manufactured by Wirsbo or equal. Tubing shall be installed as required by mfrs and codes. Shop drawings and heat load calculation submittal required. Snowmelt System: Design, furnish and install a complete in -slab radiant snowmelt system at the following locations, as shown on landscape plan (approximate surfaces areas listed below): Upper Studio Balcony 56 sf Garage Driveway Apron 345 sf Front Entry Porch 185 sf Mud Room Porch 85 sf West Hot Tub Patio 300 sf Outdoor Kitchen Patio 300 sf Master Patio Steps 85 sf Snowmelt system shall be equipped with individual zone controls and thermal & moisture sensors as required by 2009 IECC Section 403.8. Ventilation: Provide exhaust fans at Baths, Kitchen and Laundry as required and as shown. Provide combustion air supply as shown on plans and required by code. Install whole house HRV fans with thermostatic controls in truss spaces over Studio Bath, Guest Bath #2 and Master Dressing. Design, furbish & install a "continuously operated mechanical exhaust ventilation" system per requirements of IRC Section R408.3, with conditioned air supply from Mechanical Room and crawlspace exhaust located in foundation wall below Master as shown. Exhaust louver shall be fitted with a back draft preventer. Verify location of all exposed elements of HVAC & exhaust systems with Architect prior to installation. Provide an overhead range hood exhaust to exterior and required make up air at Kitchen per IRC Section M1503. Coordinate with Section 11540, Residential Appliances. Domestic Hot Water: Furnish and install boiler side-arm type hot water heating & storage system with minimum R-12 tank insulation. Alternate: Point of use, on -demand electric hot water heaters. Submittal of system details and equipment required. Plumbing: Provide allowance for sizing and installation of lines and new fixtures, complete with hardware, domestic water feeds, drains, clean -outs and vents as required by code. Perform pressurization tests for all domestic water and radiant floor heating systems as required by mfr and code. Install constant temperature valves at master shower. install self cleaning shower heads at all shower locations. Provide 6 exterior freeze protected hose bibs as shown, including one in Garage at floor sink. 18 Plumbing Fixtures & Hardware: Kohler or equal, to be selected by Owner as shown on plans. All toilets to have "Quiet -Close" seats. Whirlpool tub at Master Bath to be "Sunward Bubble Massage Bath" Model K -1164- G, as mfr by Kohler, or equal. Balance of fixtures to be selected by Owner later. Fire Protection Sprinkler System: Contractor shall be responsible for designing, furnishing and installing an approved residential automatic fire sprinkler system. Fire sprinkler system, including monitoring system, shall be approved by the local fire dept. official. Contractor shall verify adequacy of water supply and sizing of building service and/or any recommended fire suppression water storage tanks, which may be buried in crawlspace. Contractor shall install sprinkler system in accordance with local codes and approved standards. System designer shall consult with Architect prior to design to coordinate typical head locations and appearance of all exposed components of system. Sprinkler pipe may not be PVC and/or shall be verified by Contractor as compatible with polyurethane spray foam and all other cavity insulation materials. Complete system submittal and Garfield County and fire dept approval is required before framing may begin. Propane Gas: install buried propane storage tank, as shown on site plan. Propane tank shall be located within the denoted "wildfire defensible space". Provide line to house and feeds to all gas fired equipment as required, including cooktop, Master fireplace, BBQ, and boilers. Coordinate with local propane supplier as required for supply connection details at tank, Tank capacity shall be approved by Owner. 19 DIVISION 16 - Electrical General: All work shall be performed by qualified personnel and shall conform with requirements of current editions of I.R.C. and N.E.C. and all local codes. All work is on a "design/build" basis by the Contractor unless specified otherwise. Generally, Contractor shall provide all materials, items and labor to design and install complete and fully operational electrical systems, including building service, power to equipment and outlets, lighting and controls & smoke detectors. A schematic design layout for lighting and general power is included in the Drawings. Service & Power: Contractor shall size and install building service panels as needed, including 230 vac power as required for elevator and pottery kiln. Locate 400 amp service on west wall of garage, as shown, and locate breaker panel in Mechanical Room. Provide power to all equipment. Install duplex outlets as shown later and as required by Owner & code. Verify all exposed device types and locations with Owner or Architect prior to installing wall board. Provide exterior soffit outlets for downspout and gutter melt systems at all eaves shown with gutters on roof plan. Provide additional eave soffit outlets for holiday lighting and heat tracing of roof valleys. Provide exterior weather -protected outlets as shown on plans. Provide one 40 amp outlet at garage for power tool equipment. Provide one 220v outlet at Studio for kiln. Provide power to exterior hot tub and elevator as required by manufacturers. Provide other high capacity outlets as needed. Emergency Generator: Furnish and install exterior slab mounted emergency generator as shown on landscape plan. Generator shall be located within the denoted "wildfire defensible space". Generator capacity and load profile shall be coordinated by Contractor with Owner. Installation, switching and controls shall be coordinated with all applicable codes and manufacturer's requirements. Maximum noise levels for weekly generator exercise cycles shall not exceed 65dB. Complete system submittal required. Lighting: Install lighting in fixture types and locations as shown on Lighting Drawings to be prepared by Robert Singer & Associates, Inc. (RSA) and as selected by Owner. Switches, dimmers, control systems and device plates to be as specified by RSA. Owner will select specific fixtures and switching, with verification of adequate lighting levels by Contractor. Seal all fixtures located in roof framing tightly against excess air and moisture migration into ceiling/roof system as required by IRC & IECC. Install exterior lighting at entry and driveway by garage and all exterior doors as shown on Drawings. Exterior light sources shall be equipped with cut off shades to minimize glare from normal standing, sitting, and driving angles from adjacent neighboring properties. Exterior, building mounted lights are shown on the Drawings. Exterior yard located lights are shown on the Landscaping Plans and suggested product information is attached at the end of this specification. Electrical device trim plates will be selected by Owner. Recessed lights installed in the thermal envelope shall be IC -rated and meet IECC Section 402.4.5 infiltration requirements. A minimum of 50 percent of lamps in permanently installed fixtures shall be high -efficacy lamps as defined by the 2009 IECC. Lighting control system may be integrated with motorized drapery control and other interior low voltage control systems at Owner's request. Smoke Detectors: Provide residential smoke detectors as required by codes. Tie smoke detectors into security monitoring system. Carbon Monoxide Alarms: Install carbon monoxide alarms in vicinity of all sleeping areas as required by IRC Section R315 and by Garfield County Ordinance. Alarms shall comply with UL 2034 and be installed per mfr's instructions. TV, Central Audio & Phone: Audio, video and phone systems will be provided under design/build arrangement(s) with provider(s) as selected later by Owner. Contractor shall coordinate with Provider(s) for installation and connections of all jacks and outlets as shown and as requested by Owner. Coordinate with all utilities and service providers as needed. All phone and TV jacks shall home run to phone and audio/video 20 hub and equipment locations as shown in the Recreation Room Storage Closet, or alternate location as determined in field and approved by owner. Audio system shall include provision for central CD/I-Pod music library, accessible by hand remote from all built-in speaker locations, as requested by Owner. Location of any TV satellite dish shall be approved by Architect and Owner. Data Lines: Furnish and install computer network data lines, CAT 5e or other as requested by Owner. All lines shall be run to same device plates as phone jack, where shown on electrical plan, with home run to computer hub location at AN rack in Recreation Room Storage. Allow ample cable slack for flexibility in field hook-up to wail mounted hub equipment. Alternate: Owner may purchase a WIFI system. Coordinate equipment in AN hub or other location as requested by Owner and/or recommended by AN design/build consultant(s). Security System: Building shall have a fully monitored security system including door& window contacts and main area motion sensors at both floor levels, including the stair lobby. This system shall also include the following features: integrated smoke detection as required by code at all locations, integrated carbon monoxide detection at each floor level, freeze protection sensors at the kitchen and master and guest baths, and exterior cameras. System shall be designed, installed and serviced by a local provider. Contractor shall provide complete system proposal and budget for Owner review and approval. Heat Tape: Provide dedicated circuits for heat tracing of all gutters, downspouts and roof valleys. See Section 07600, Gutters and Downspouts. G.C, shall note product selection and coordination schedule to Owner as early as possible for all the above items. END OF POSS ARCHITECTURE + PLANNING ARCHITECTURAL OUTLINE SPECIFICATION PARCEL 28, HIGH ASPEN RANCH 21014.00 -- AUGUST 10, 2010 21 2009 IECC RESIDENTIAL ENERGY EFFICIENCY CERTIFICATE FENNEMAN RESIDENCE 1818 OVERLOOK DRIVE, GARFIELD COUNTY, CO This residence is located in IRC / IECC Climate Zone 5B. The predominant minimum insulation values for this residence are as follows: Foundation & Crawlspace Walls: R-10, continuous Garage Slab Perimeter: R-15, continuous Exterior Walls: R-23, cavity Roof Areas: R-49 (batt or spray foam) Exterior Floors: R-38 cavity Floors Under Radiant Areas: R-19 cavity Ducts Outside Conditioned Envelope: R-8 Windows and Doors U = 0.35 Window Solar heat Gain Coefficient: N/A Boiler Efficiency: .90 22 FENNEMAN RESIDENCE: HIGH ASPEN RANCH, LOT 28 EXTERIOR FINISH SCHEDULE - August 6, 2010 Poss Architecture + Planning EXTERIOR: The following Owner approved samples will be presented in a material sample board to the High Aspen ranch DRC by Pinnacle Mountain Homes in support of Final Design Review. Sample Board shall be similar in scope to the board used for the Grivon Residence. Roof Shingles: Tamko Lamerite Shake, pre -finished "Weathered Wood" color, with standard "offset" exposure. Metal Roofing: Site fabricated, per approved details, 24 ga. standing seam in Berridge standard Kynar 500 or Hylar 5000 finish in "Medium Bronze" color. Wall Shingles: 18" number 3 grade red cedar, ave. 7" exposure, slightly staggered butts, pre -assembled panels by Shakertown or equal, finished with semi- transparent exterior stain #275 "Sagebrush" by Sikkens. Note: Final tint may be adjusted in field. Wood Siding: Wood Trim: Wood Timbers: Stone Veneer: Horizontal beveled cedar "wavy cut" lap siding, nominal 8" exposure, finished with semi -transparent exterior stain #201 "Chestnut Brown" by Sikkens. Note: Final tint may be 75/25 blend of #213 "Butternut" & #214 Hickory" and will be adjusted in field. At eaves, rakes, windows & siding corners, rough sawn cedar, sizes as shown. Finished with semi -transparent exterior stain to match siding. Note: Final tint may be adjusted in field, slightly darker than siding. Rough sawn douglas fir or reclaimed timbers, finished with exterior semi- transparent stain #209 "Buckskin", by Sikkens. Note: Final tint may be 75/25 blend of #213 "Butternut" & #209 Buckskin" and will be adjusted in field. "Comanche Moss Irregular" as available at Pine's Stone. Refer to physical samples and modified photo image. Field mock-up required for final approval. Exterior Stone Patios: "Southwest Buff Flagstone" as supplied by Pine stone, on slab, W mortar Joints. Refer to photo image. Field mock-up required for final approval. Windows: Metal clad wood windows, in standard color "Brown" by Pella. Additional exterior material and finish samples shall be provided by Pinnacle later and/or reviewed in field for final architect, owner and DRC approval as required include: T&G Soffits: 1x4 T&G smooth cedar, with transparent stain finish by Sikkens, final color to be selected fron Sikkens standards. Gutters: Aluminum, 4" half round gutters and rectangular downspouts, pre -finished to match siding. Exterior Flashing: Base, valley & material transition flashing & eave drip edge: Finishes to match adjoining materials. Stone Veneer: Material selection at yard and 4' x 4' x 4' corner mock-up, with cap. Stone Patios: Material selection at yard and 6' x 6', dry layout. PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-S033 Fax 303-216-2796 June 21st, 2010 Project No. 1705 Craig Fenneman 5864 East South Street Indianapolis, IN 46227 Onsite Wastewater System Design, Proposed 6 -Bedroom Residence and CDU Parcel 28, High Aspen Ranch 1818 Overlook Drive Garfield County, Colorado Craig, ALL SERVICE septic, LLC evaluated the subsurface investigation prepared by HP Geo -tech, Job No 110-123A, and prepared an onsite wastewater system (OWS) design for the subject residence. The property is located in Garfield County, in an area where OWS and wells are necessary. This letter is to be used in conjunction with plans provided. SITE CONDITIONS A residence and CDU are proposed as indicated, having a total of 6 bedrooms. The property is vacant and slopes approximately 10 to 20% to the south. Vegetation at the site consists of sagebrush and evergreen trees. SUBSURFACE The subsurface was investigated by HP Geo -tech by excavating one Profile Pit and five percolation holes as indicated. HP Geo -tech indicated the test has a 1 -foot topsoil layer, underlain by gravelly sand to the maximum depth explored of 5 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 30 to 120 minutes per inch (MPI). A 50 MPI rate will be used to design the OWS. Percolation holes 1 through 3 will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 6 -bedrooms and an average sewage load of 900 GPD. The installation must include a 2000 -gallon, two-compartment, precast concrete septic tank, followed by a 500 gallon septic tank with an effluent filter. Tank alternatives may be considered. Four gravelless chamber trenches must be installed as indicated on plans provided. Four rows of 20 `Quick 4' chambers, for a total of 80 chambers are required. Six inches of concrete sand must be placed in each trench prior to the placement of chambers. Total infiltrative area proposed is 990 SF. A distribution box should be used to distribute effluent. Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. This design for the subject property, noted above, is valid only in conjunction with the approved County Health Department permit. Onsite Wastewater Systems Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced during and prior to re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Septic tank risers should extend to grade. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVI eptic, LLC Timothy R. Petz 3 copies Onsite Wastewater Systems Page 3 N 0' 20' 40' Scale: 1" = 40'=0" POSSIBLE WELL LOCATION PROPANE 1 UTO l R T _)' 6 BEDROOM TOTAL PROPOSED RESIDENCE 4" SDR 35 PVC PIPE — (2% FALL TO TANK} 2000 -GALLON, TWO COMPARTMENT CONCRETE SEPTIC TANK FOLLOWED BY 500 -GALLON SINGLE COMPARTMENT SEPTIC TANK WITH WITH EFFLUENT FILTER. VALLEY PRECAST SEPTIC TANK PREFERRED. CLEANOUT �r 7 e N(6(')� /(8) 6" ASPEN 6' DRIP LINE DISTRIBUTION BOX, > N--_, BROUGHT TO GRADE F"TPVC PIPES °/a FALLLLTO TRENCHES) PIPE PLACED IN TOP PORT OF END PLATE. GRAVELLESS CHAMBER TRENCHES. EACH TRENCH HAS 20 'QUICK -4' CHAMBERS. 6 -INCHES OF SAND MUST BE PLACED IN EACH TRENCH PRIOR TO PLACEMENT OF CHAMBERS. TOTAL CHAMBE QUICK -4 = 80 0465 ARC -36 OPTION = 64 — 8460 8455— — eloo 8480 .m.mm ■--i.sIiro* , 1 so e ecte OBSERVATION PIPES 6 FEET OF UNDISTURBED SOIL BETWEEN — TRENCHES � r cn cn E 0 O u Q a 5 F n O 2 -7 LT }— (1] U 4 P.O. Box 2844 Glenwood Springs, Colorado 81602 Phone 970.618.5033 Fax 303.216.2796 Fenneman Residence 1818 Overlook Drive High Aspen Ranch, Parcel 28 Garfield County Project Number: 1705 W1,0 Sheet 1 of 3 PLAN VIEW-TYP. 4" EFFLUENT PIPE FROM SEPTIC TANK 91/ DIBOSTRIBUTION X GRAVELLESS CHAMBER QUICK -4' INFILTRATOR END PLATE 0 OBSERVATION PIPE 20 CHAMBERS PER TRENCH 6' min UNDISTURBED SOIL ZONE 80, BETWEEN TRENCHES BREAK INFILTRATOR R QU!CK4 TM CUT SHEET! 52" 48" I (EFFECTIVE LENG MtYrUI` 12" 4" PVC OBERVATION PIPE 34" LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE TO ADDITIONAL `TRENCH PIPES PLACED IN TOP PORT OF CHAMBER END PLATES DESIGN 6 -BEDROOM RESIDENCE LOADING = q = 900 GALLONS PER DAY PERCOLATION RATE = 50 MPI CALCULATED AREA = U1.5 X q) X sgrt 50 / 5) = 1910 SF REQUIRED AREA = 1910 SF X 50% REDUCTION = 955 SF PROPOSED AREA = 80 CHAMBERS + SAND = 990 SF TRENCH SPECIFICATIONS wpm OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF 'QUICK -4' TRENCHES = 80 FEET = 20 CHAMBERS TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 80 TOTAL INFILTRATIVE AREA = 990 (!NCLUDES SAND AREA) FOUR TOTAL TRENCHES FINISHED GRADE SEWER LINE -4" SCHEDULE 40 P.V.C. SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE -4" SCHEDULE 400R4" SDR 35 P.V.C. SWEEP / 2 WAY CLEANOUT DETAILS )NTS) TYPICAL INSULATED C0PPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE DRAIN FIELD CROSS SECTION -TYP. 3.5' max L LIMIT OF EXCAVATION 6' SCARIFY SURFACE PLACE 6 -INCHES OF CONCRETE SAND IN EACH TRENCH PRIOR TO PLACEMENT OP CHAMBERS. '1I 4" PVC OBERVATION PIPE _�-1 �Ii,lir:lL -I�I �.�IIF-1T! 'UNDISTURBED ' SOIL 2' min 6' min GRAVELLESS CHAMBER (4' x 3') P.O. BOX 2844 Glenwood Springs, Colorado 81602 Phone 970.616.5033 Fax 303.216.2796 Fenneman Residence 1018 Overlook Drive High Aspen Ranch, Parcel 28 Garfield County Project Number 1705 W2.0 Sheet 2 of 3 2000 Gallon, Two -Compartment Septic Tank Top of tee to came to I" from top of look lid Inlet Tee Concrete Risers lope Ground Away From Risers Liquid Levet Vent Orifice Effluent Discharge 500 -Gallon (min), Septic Tank with 4" Dia. piotube Effluent Filter PVC or Concrete Risers with Grammet(s) (hand to tank adopter with recam mended hesive) Slope Ground Away From Risers Top of tee to came to from tap of tank lid Inlet Tee Conduit to Warm Pond Conduit Seat ALARM IS OPTIONAL ORENCO BRAND NAME NOT ENFORCED JLiquid Level / High Level Alarm Float (optional) PVC Splice Bok w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolls Filter Cartridge Handle (field cut to desired height) Tank Adapter (cost or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Voult Inlet Parts Filter Cartridge Effluent Filter P.O. Box 2844 Glenwood Springs, Colorado 81602 Phone 970.618.5033 Fax 303.216.2796 Fenneman Residence 1818 Overlook Drive High Aspen Ranch, Parcel 28 Garfield County Project Number: 1705 W3 Sheet 3 of 3 HP Soils Report 110-123A APPROXIMATE SCALE =40' TALL OAK BRUSH 8490 8485! — 8480 - 8475, 8470 8495 us 7 p c. 8490 p p / / Z / / ua / // // / / PIT 3 / ■ / PIT 2 / _ PROFILE TALL OAK BRUSH PIT I• P1 PITi� / z1,P3 P2 r / / -- --- r 110123A HEPWORTI+PAWLAK GEOTECHNICAL LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES Figure 1 0 5 10 LEGEND: NOTES: PIT 1 ELEV.= 8485' •� s -1+4=77 -200=6 ' LL=47 PI=22 J WC=9.3 DD�80 PIT 2 ELEV.= 8485' WC --30.1 DD=85 - o +4=62 -200=24 LL -61 PI=38 PIT 3 ELEV,- 8491' Profile Pit ELEV.= 8478` - - +4=69 1 -200=12 ' LL=62 J P1=38 0 5 10 a) u_ 0. ID 0 TOPSOIL; sandy silty clay with gravel and scattered cobbles, organics, roots, firm, slightly moist, dark brown. SAND (SM -SC); gravelly with clay and silt, scattered cobbles, med dense, moist, reddish brown. GRAVELS, COBBLES AND BOULDERS (GC); basalt rock, sandy, clayey, dense to very dense, slightly moist, reddish brown to grey. 2" Diameter hand driven finer sample. Disturbed bulk sample. Practical digging refusal. 1. Exploratory pits were excavated on May 20, 2010 with a Cat 430D backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used, 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual, 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) 110 123A H HEP WORTH -PAW LAK GEOTECHNICAL LOGS OF EXPLORATORY PITS Figure 2 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO, 110 123A HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL. (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP 1N WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 20 15 111/ 101/2 101/2 10 %2 10 9% 11 60 9 9% 11 91/ 9% ' 91/4 9 ' P-2 18 15 91 73/4 11/2 30 71 61 1 6% 6 6% 53/4 1/ 5% 51% % 51/4 431 % P-3 32 15 9 8' 3/4 60 81/ 8 11 8 73/ % 731 71/ 1/ 712 71/4 11 71 7 11 P-4 28 15 30 30 10 91/ 1/2 120 91/2 9'1 11 91/4 9 Y4 9 8% 1/4 P-5 32 15 9'/ 9 '/4 120 9 8% % 30 83/4 8'/ 1/a 30 81,4 $1/4 1/4 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on May 20, 2010. Percolation tests were conducted on May 21, 2010. The average percolation rates were based on the last two readings of each test. HEPWORTH - PAWLAK GEOTECHNICAL June 7, 2010 Craig Fenneman 5864 East South Street Indianapolis, IN 46227 efenneman@yahoo.com ( 154 S urr4a tin 111 -p -:J Job No.110 123A Subject: Subsoil Study for Foundation Design and Percolation Testing, Proposed Residence, Lot 28, High Aspen Ranch, Overlook Drive, Garfield County, Colorado. Gentlemen: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our proposal for geotechnical engineering services to Craig Fenneman dated May 11, 2010. The data obtained and our recoirnnendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted a preliminary geologic and geotechnical engineering study for High Aspen Ranch (formerly Buck Point Ranch) and presented our findings in a report dated March 4, 1996, Job No. 195 531. Proposed Construction: The proposed residence will be a two story wood frame structure on the site as shown on Figure 1. The attached garage will be slab on grade at the main level. Ground floor will be structural over crawlspace and slab -on -grade in the garage and have a main level footprint area of 6,800 square feet. The total living area will be 9,000 square feet. Cut depths are expected to range between about 3 to 6 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. The building envelope is located at the end ofa north -south trending ridge with a moderate ground surface slope down to the south at a 5 to 8 percent grade. There is about 10 feet of elevation difference across the proposed building area. Slopes drop steeply down and 1'ni10.13o7-841-7119 0 t.:c,l<,r;1 3„ Sprii ws 719.-633-5562 I •urt6ii,�a1,_. 970 1989 -2 - away from the building envelope at grades of 45 to 55 percent to the east and grades 25 to 35 percent to the south. Vegetation consists ofscrub oak, grass and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 %2 to 2 feet of topsoil, generally consist of basalt fragments up to boulder size in a clayey sand to a sandy clay matrix. A layer of clayey silty sand with scattered gravels was encountered below basalt fragments in Pit 1 from 7'/2 to the pit depth of 10 feet. Digging in the basalt rock layer was very difficult in the Profile Pit and Pits 2 and 3 and practical digging refusal was encountered at 4, 8 and 4 feet, respectively. Results of swell -consolidation testing performed on a relatively undisturbed sample of the clayey sand soils, presented on Figure 3, indicate low to moderate compressibility under loading and wetting. Results of gradation analyses performed on samples of the basalt gravel soils (minus 5 inch fraction) obtained from the site are presented on Figures 4 and 5. Atterberg limits testing indicates the clay portion of the gravel soils has moderate to high plasticity. The laboratory test results are summarized in Table 1. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soils designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed residence. Generally, clay in the area is moderate to high plasticity and could be expansive when wetted which may result in some post -construction foundation movement if the clay bearing soils become wetted. The settlement or heave potential can be reduced by removing the clayey sand and sandy clay soils above the basalt rocks. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose disturbed soils and rock encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural basalt rock. Voids created by the removal of large rocks should be backfilled with compacted sand and gravel, such as road base, or with concrete. Excavating could prove difficult in the western portion of the residence due to the large basalt rocks in the subsurface. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Job No.1 l0 I23A -3 - Floor Slabs: The natural on-site soils, exclusive of topsoil are suitable to support lightly loaded slab -on -grade construction. The expansion potential ofthe clay should be further evaluated at the time of construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage, This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum. standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site rocky soils devoid of vegetation, clay layers, topsoil and oversized rock. Underdrat n System Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and crawlspace areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular Material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation ofthe foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential ofthe clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% ofthe maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be Job No.1 I D 123A -4 - capped with at least 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the buildingshould be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. Percolation Testing: Percolation tests were conducted on May 21, 2010 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and five percolation holes were dug at the locations shown on Figure 1. The percolation test holes were dug in two potential leach field locations north and south of a row oftall scrub oak as shown on Figure 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Figure 2 and consist of basalt fragments in a clayey sand matrix to the pit depth of 4 feet. Digging was very difficult and practical digging refusal was encountered in the Profile Pit in the basalt rock at a depth of 41/2 feet. The percolation test results, presented in Table 2, indicate infiltration rates between 30 and 60 minutes per inch for the area south of the trees and rates approximately 120 minutes per inch for the area between the proposed home and the trees. Based on the subsurface conditions encountered and the percolation test results, we recommend that a professional engineer be engaged to design the septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this Job No,110123A -5 - report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL j tJ Scott W. Richards, E.I.T. Reviewed by: i. .ti 00,1;tilttQ Rtlup ►i� D k r ,;.t,.. -* 0`0‘1,617° mos...@f �6� ff Daniel E. Hardin, P4 r a 24443 yi s Nall. �' �c•'s. SWR/ksw attachments cc: Figure 1 —t � % ' xploratoiy Pits and Percolation Test Holes Figure 2 - Logs of Exploratory Pits Figure 3 -- Swell -Consolidation Test Results Figures 4 and 5 — Gradation test Results Table 1 -- Summary of Laboratory Test Results Table 2 — Percolation Test Results Poss Architectural and Planning — Attn: Dave Ritchie (dritchie@billposs.com) Job No.110 123A G Ptl APPROXIMATE SCALE 1=40' 84 8485 8480 TALL OAK BRUSH 1 r 8495 I o 1 8490 j a / Z / / N / / // / / 5 • ~ 1 4 POFILE TALL OAK BRUSH SIT P 1 . A QP 3 8475 P 2 8470 ■ / PIT2 r r r 8485 i TOP OF STEEP SLOPE t 110123A LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES Figure 1 5 10 LEGEND: Wi1 T PIT 1 ELEV.= 8485' - +4=77 '46 LL= P1=22 - J WC=9.3 DD=80 PIT 2 ELEV. = 8485' rte/ WC=30.i 1• DD=85 _J + =62 - 0=24 L =61 P1=38 PIT 3 ELEV.= 8491' Profile Pit ELEV.= 8478' - - +4=69 'L� 622 J Pi=38 0 5 10 8 TOPSOIL; sandy silty clay with gravel and scattered cobbles, organics, roots, firm, slightly moist, dark brown. SAND (SM -SC); gravelly with clay and silt, scattered cobbles, med dense, moist, reddish brown. GRAVELS, COBBLES AND BOULDERS (GC); basalt rock, sandy, clayey, dense to very dense, slightly moist, reddish brown to grey. 2' Diameter hand driven liner sample. Disturbed bulk sample. Practical digging refusal. NOTES: 1. Exploratory pits were excavated on May 20, 2010 with a Cat 430D backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by Interpolation between contours shown on the site plan provided. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) 110 123A HEP WORTHPAW LAK GCOTECHN1CAi. LOGS OF EXPLORATORY PITS Figure 2 0 ae 0 1 m 2 3 0. E c3 ae 4 0 ° 1 2 0 3 E 8 4 0 - Moisture Content G 9.3 percent Dry Density = 80 pcf Sample of: Clayey sand with gravels From: Boring 1 at 9 feet Compression upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 30.1 Dry Density = 85 Sample of: Clayey sand with gravels From: Boring 2 at 2 feet No movement upon wetting pcf 0.1 1.0 10 APPLIED PRESSURE - ksf 100 1 110123A Hsrwolm+PAwLAK GsoreccfwtcAt., SWELL -CONSOLIDATION TEST RESULTS Figure 3 CENT RErAE _ 1 ENT RET= ► r, 1-IYDROMETER ANALYSIS SIEVE ANALYSIS I ��J�, TIME READINGS U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS niN.i5MIN,60MIN19MIN.4MIN. 1MIN. #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1 1/2' 3' 5'6' 8' 0 10 20 30 40 50 80 70 80 90 - --rw SEMISSI IMS r-r- -----� I r- ir--!�11- 111--riYSl ----•---- SI- SSm--SA SI r --MS Y -Yr• rS r— saw NIME. --_11r01.1.i As Si. www --_wrrr-w Ia�-- -� PPIIIP--IIIMI�---Y MMM -YM ---r1r-w s- - rJ-- w!!!!!!A AMI I--IY--- . - a -- ---.-I-- =IS sr ---tl-rte-- -11-Itlllllr-1[ P"YIItlpY- a X41--!I- -��SII. ----www !Si SS! r-rrr-r--! 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"A -r-. r_ --r rr-MOW M mumaraMalla al - MAMA On la aMMAIImat -w- •I• --wwtl•am a MM. -AMMa-a--w.a1 --1..1-• rales --•rte _— i� MAMMA-ri_rr-I _r^ ra-r111•-" .A si ar a -1-A-"111 •1� 1111•11•••1111 Milm•• MEM -_ - I..-_-�_ -� aa -r.1111•• _ _ -lam--immi• rsi- -l-s•rr-_-AMMO _MEM --r 1• Maar -MUM -=-- --- -r-l-rr-r•mamma Mamml-_- mil MIN • =IA .002 - - — ---• .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 236 4.75 9.512.5 12 19.0 37.5 782 127 2 203 DIAMETER OF PARTICLES N+f MII..E.IMETERS CLAY TO ELT Frk MEDIUM I COMISE INIU PINE COMM I COBBLES 90 80 70 60 50 40 30 20 10 0 GRAVEL 69 % SAND 19 % SILT AND CLAY 12 % LIQUID LIMIT 62 % PLASTICITY INDEX 38 % SAMPLE OF: Clayey Sandy Gravel with Cobbles FROM: Profile pit at 1i to 3 feet 110 123A H>PwomwPAWL KG;¢arscrnv[cru. GRADATION TEST RESULTS Figure 5 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 110 123A SAMPLE LOCATION NAnJRAL MOISTURE CONTENT PO GRADATION ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (am) SOIL OR BEDROCK TYPE PIT cft) NATURAL DRY DENSITY' _ awn ' _ PERCENTSAND PE3t[ENT PASSING 200 SIEVE. LIQUID LIMIT c%} PLASTIC INDEX 1.50 1 4 to 7 16.3 77 17 6 47 22 Slightly Clayey Sandy Gravel with Cobbles 9 9.3 80 Clayey Sand with Gravel 2 2 30.1 85 Clayey Sand with Gravel 5 to 8 20.7 62 14 24 61 38 Clayey Sandy Gravel with 1 Cobbles Profile 1h to 3 16.5 69 19 12 62 38 Clayey Sandy Gravel with - Cobbles _1 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 110 123A HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 20 15 11' 101/4 % 101 10 % 60 10 9% '/ 9 9% 9'/ 9'/ % 91/4 9 '1 P-2 18 15 91/4 73/ 1' 30 7% 63/ 1 6% 6'/4 '/ 61/4 5% ' 5% 5'/ 1/3 5' 43/4 '/ P-3 32 15 9 8p'/, 3/ 60 81/4 8 % 8 7'/4 '/ �g /4 773 % 71/2 7% % 71/4 7 '/4 P-4 28 15 10 9'/ '1 120 9'/ 9'/4 % 30 91/4 9 '/4 30 • 9 83/4 '/ P-5 32 15 9'/ 9 1/4 120 9 8% % 30 83/4 8'A 1/4 30 81/4 8' % Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on May 20, 2010. Percolation tests were conducted on May 21, 2010. The average percolation rates were based on the last two readings of each test. APPENDIX F RADON CONTROL METHODS (The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.) SECTION AF101 SCOPE AF101.1 General. This appendix contains requirements for new construction in jurisdictions where radon -resistant con- struction is required. Inclusion of this appendix by jurisdictions shall be deter- mined through the use of locally available data or determina- tion of Zone 1 designation in Figure AF101. SECTION AF102 DEFINITIONS AF102.1 General. For the purpose of these requirements, the terms used shall be defined as follows: SUBSLAB DEPRESSURIZATION SYSTEM (Passive). A system designed to achieve lower sub -slab air pressure relative to indoor air pressure by use of a vent pipe routed through the conditioned space of a building and connecting the sub -slab area with outdoor air, thereby relying on the convective flow of air upward in the vent to draw air from beneath the slab. SUBSLAB DEPRESSURIZATION SYSTEM (Active). A system designed to achieve lower sub -slab air pressure relative to indoor air pressure by use of a fan -powered vent drawing air from beneath the slab. DRAIN TILE LOOP. A continuous length of drain tile or per- forated pipe extending around all or part of the internal or external perimeter of a basement or crawl space footing. RADON GAS. A naturally -occurring, chemically inert, radio- active gas that is not detectable by human senses. As a gas, it can move readily through particles of soil and rock and can accumulate under the slabs and foundations of homes where it can easily enter into the living space through construction cracks and openings. SOIL -GAS -RETARDER. A continuous membrane of 6 -mil (0.15 mm) polyethylene or other equivalent material used to retard the flow of soil gases into a building. SUBMEMBRANE DEPRESSURIZATION SYSTEM. A system designed to achieve lower -sub -membrane air pressure relative to crawl space air pressure by use of a vent drawing air from beneath the soil -gas -retarder membrane. SECTION AF103 REQUIREMENTS AF103.1 General. The following construction techniques are intended to resist radon entry and prepare the building for post -construction radon mitigation, if necessary (see Figure AF102). These techniques are required in areas where desig- nated by the jurisdiction. 2009 INTERNATIONAL RESIDENTIAL CODE® AF103.2 Subfloor preparation. A layer of gas -permeable material shall be placed under all concrete slabs and other floor systems that directly contact the ground and are within the walls of the living spaces of the building, to facilitate future installation of a sub -slab depressurization system, if needed. The gas -permeable layer shall consist of one of the following: 1. A uniform layer of clean aggregate, a minimum of 4 inches (102 mm) thick. The aggregate shall consist of material that will pass through a 2 -inch (51 mm) sieve and be retained by a `14 -inch (6.4 mm) sieve. 2, A uniform layer of sand (native or fill), a minimum of 4 inches (102 mm) thick, overlain by a layer or strips of geotextile drainage matting designed to allow the lateral flow of soil gases. 3. Other materials, systems or floor designs with demon- strated capability to permit depressurization across the entire sub -floor area. AF103.3 Soil -gas -retarder. A minimum 6 -mil (0.15 mm) [or 3 -mil (0.075 mm) cross -laminated] polyethylene or equivalent flexible sheeting material shall be placed on top of the gas -per- meable layer prior to casting the slab or placing the floor assembly to serve as a soil -gas -retarder by bridging any cracks that develop in the slab or floor assembly and to prevent con- crete from entering the void spaces in the aggregate base mate- rial. The sheeting shall cover the entire floor area with separate sections of sheeting lapped at least 12 inches (305 mm). The sheeting shall fit closely around any pipe, wire or other penetra- tions of the material. All punctures or tears in the material shall be sealed or covered with additional sheeting. AF103.4 Entry routes. Potential radon entry routes shall be closed in accordance with Sections AF103.4.1 through AF103.4.10. AF103.41 Floor openings. Openings around bathtubs, showers, water closets, pipes, wires or other objects that penetrate concrete slabs or other floor assemblies shall be filled with a polyurethane caulk or equivalent sealant applied in accordance with the manufacturer's recommen- dations. AF103.4.2 Concrete joints. All control joints, isolation joints, construction joints and any other joints in concrete slabs or between slabs and foundation walls shall be sealed with a caulk or sealant. Gaps and joints shall be cleared of loose material and filled with polyurethane caulk or other elastomeric sealant applied in accordance with the manu- facturer's recommendations. AF103.4.3 Condensate drains. Condensate drains shall be trapped or routed through nonperforated pipe to daylight. AF103.4.4 Sumps. Sump pits open to soil or serving as the termination point for sub -slab or exterior drain tile loops shall 783 APPENDIX F be covered with a gasketed or otherwise sealed lid. Sumps used as the suction point in a sub -slab depressurization sys- tem shall have a lid designed to accommodate the vent pipe. Sumps used as a floor drain shall have a lid equipped with a trapped inlet, AF103.4.5 Foundation walls. Hollow block masonry foundation walls shall be constructed with either a continu- ous course of solid masonry, one course of masonry grouted solid, or a solid concrete beam at or above finished ground surface to prevent passage of air from the interior of the wall into the living space. Where a brick veneer or other masonry ledge is installed, the course immediately below that ledge shall be sealed. Joints, cracks or other openings around all penetrations of both exterior and interior surfaces of masonry block or wood foundation walls below the ground surface shall be filled with polyurethane caulk or equivalent sealant. Penetrations of concrete walls shall be filled, AFI03.4.6 Dampproofing. The exterior surfaces of por- tions of concrete and masonry block walls below the ground surface shall be dampproofed in accordance with Section R406 of this code. AF103.4.7 Air -handling units. Air -handling units in crawl spaces shall be sealed to prevent air from being drawn into the unit. Exception: Units with gasketed seams or units that are otherwise sealed by the manufacturer to prevent leakage. AF103.4.8 Ducts. Ductwork passing through or beneath a slab shall be of seamless material unless the air -handling system is designed to maintain continuous positive pressure within such ducting. Joints in such ductwork shall be sealed to prevent air leakage. Ductwork located in crawl spaces shall have all seams and joints sealed by closure systems in accordance with Section M1601.4.1. AF103.4.9 Crawl space floors. Openings around all pene- trations through floors above crawl spaces shall be caulked or otherwise filled to prevent air leakage. AF103.4.10 Crawl space access. Access doors and other openings or penetrations between basements and adjoining crawl spaces shall be closed, gasketed or otherwise filled to prevent air leakage. AFI03.5 Passive submembrane depressurization system. In buildings with crawl space foundations, the following com- ponents of a passive sub -membrane depressurization system shall be installed during construction, Exception: Buildings in which an approved mechanical crawl space ventilation system or other equivalent system is installed. AF103.5.1 Ventilation. Crawl spaces shall be provided with vents to the exterior of the building. The minimum net area of ventilation openings shall comply with Section R408.1 of this code. AF103.5.2 Soil -gas -retarder. The soil in crawl spaces shall be covered with a continuous layer of minimum 6 -mil (0.15 mm) polyethylene soil -gas -retarder. The ground cover shall be lapped a minimum of 12 inches (305 mm) at joints and shall extend to all foundation walls enclosing the crawl space area. AF103.5.3 Vent pipe. A plumbing tee or other approved connection shall be inserted horizontally beneath the sheet- ing and connected to a 3- or 4 -inch -diameter (76 mm or 102 nun) fitting with a vertical vent pipe installed through the sheeting. The vent pipe shall be extended up through the building floors, terminate at least 12 inches (305 mm) above the roof in a location at least 10 feet (3048 mm) away from any window or other opening into the conditioned spaces of the building that is less than 2 feet (610 mm) below the exhaust point, and 10 feet (3048 mm) from any window or other opening in adjoining or adjacent buildings. AF103.6 Passive subslab depressurization system. In base- ment or slab -on -grade buildings, the following components of a passive sub -slab depressurization system shall be installed during construction. AF103.6.1 Vent pipe. A minimum 3 -inch -diameter (76 mm) ABS, PVC or equivalent gas-tight pipe shall be embedded vertically into the sub -slab aggregate or other permeable material before the slab is cast. A "T" fitting or equivalent method shall be used to ensure that the pipe opening remains within the sub -slab permeable material. Alternatively, the 3 -inch (76 mm) pipe shall be inserted directly into an interior perimeter drain tile loop or through a sealed sump cover where the sump is exposed to the sub -slab aggregate or con- nected to it through a drainage system. The pipe shall be extended up through the building floors, terminate at least 12 inches (305 mm) above the surface of the roof in a location at least 10 feet (3048 mm) away from any window or other opening into the conditioned spaces of the building that is less than 2 feet (610 mm) below the exhaust point, and 10 feet (3048 mm) from any window or other opening in adjoining or adjacent buildings. AF103.6.2 Multiple vent pipes. In buildings where interior footings or other barriers separate the sub -slab aggregate or other gas -permeable material, each area shall be fitted with an individual vent pipe. Vent pipes shall connect to a single vent that terminates above the roof or each individual vent pipe shall terminate separately above the roof. AF103.7 Vent pipe drainage. All components of the radon vent pipe system shall be installed to provide positive drainage to the ground beneath the slab or soil -gas -retarder. AF103.8 Vent pipe accessibility. Radon vent pipes shall be accessible for future fan installation through an attic or other area outside the habitable space. Exception: The radon vent pipe need not be accessible in an attic space where an approved roof -top electrical supply is provided for future use, AF103.9 Vent pipe identification. All exposed and visible interior radon vent pipes shall be identified with at least one label on each floor and in accessible attics. The label shall read:"Radon Reduction System." AF103.10 Combination foundations. Combination base- ment/crawl space or slab-on-grade/crawl space foundations shall have separate radon vent pipes installed in each type of 784 2009 INTERNATIONAL RESIDENTIAL CODE® APPENDIX F foundation area. Each radon vent pipe shall terminate above the roof or shall be connected to a single vent that terminates above the roof. AF103.11 Building depressurization. Joints in air ducts and plenums in unconditioned spaces shall meet the requirements of Section M1601. Thermal envelope air infiltration require- ments shall comply with the energy conservation provisions in Chapter 11. Firestopping shall meet the requirements con- tained in Section R602.8. AF103.12 Power source. To provide for future installation of an active sub -membrane or sub -slab depressurization system, an electrical circuit terminated in an approved box shall be installed during construction in the attic or other anticipated location of vent pipe fans. An electrical supply shall also be accessible in anticipated locations of system failure alarms. .009 INTERNATIONAL RESIDENTIAL CODE® 785 TYPICAL SUB -SLAB DEPRESSURIZATION PASSIVE RADON SYSTEM * GRADE GRAVEL POLYETHYLENE SHEETING PASSIVE RADON SYSTEM USING DRAIN -TILE LOOP ,,.',6, GRADE GRAVEL BASEMENT wasseassensam POLYETHYLENE SHEETING GRADE SLAB GRAVEL PASSIVE RADON SYSTEM VENTED THROUGH SUMP GRADE GRAVEL APPENDIk F POLYETHYLENE SHEETING SUB -MEMBRANE DEPRESSURIZATION SYSTEM FOR CRAWL SPACE * DRAIN TILE LOOP CRAWL SPACE POLYETHYLENE SHEETING 1 PERFORATED DRAIN TILE FIGURE AFI02 RADON-RES1STANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES 2009 INTERNATIONAL RESIDENTIAL CODE® 789 'y' — 111,111NV LUL1 aVa ✓v1�s ♦ate'.'" ?Remo p„F,RMANC5A /BarrierSolutions UNDER PRESSURE (QEF SECT Icz,A 07 0 WATCHDOG Hs June 21, 2010 Site Search Lgo Barrier Solutions Home Products TUFF -N -DRI H8 TUFF -N -DRi XIS Horizon Foundation Finishing System WATCHDOG H3 Envtro-Dri DralnStar Z -Drain DrainStar Mulseal Poly Pro Vaporiock•r Living Spaces Energy Savings Moisture Control Waterp roof/Damp proof Warranties Find A Contractor Contractor Tremco Global Sealants Contact Us Canada Home A Camp► my Press Room Login TUFF -N -DRi H8 • TUFF -N -DRI° H8 now delivers up to BX more hydrostatic head resistance than other polymer - modified asphalt emulsions! • TUFF -N -DRI Basement Waterproofing System Is a key step toward protecting a home's value, improving energy efficiency and providing a luxury basement space. • Special two-part system combines seamless waterproofing membrane with quality foundation board. • • Backed by a 30 -year transferable performance warranty for a Guaranteed Dry Basement. • Helps prevent foundation wall leaks, seepage and Interior condensation to reduce basement moisture. • North America's #1 brand for new basement waterproofing since 1997. • In hundreds of thousands of applications, over 99% of homeowners are satisfied with the performance of TUFF -N -DRI (based on warranty claims). • TUFF -N -DRI has been controlling basement moisture since 1983 - a -track record unmatched by any other new residential construction waterproofing product, • DrainStara Strip Drain and Z-Draln can be conveniently installed by the same contractor during the TUFF -N -DRI Installation. This can save you production time as well as material costs, which can save you dollars on each home. • View the TUFF -N -DRI H8 Video • http://www.tuff-n-dri.com/products/default.asp?id=1 6/21/2010 Physical Property Data - WARM -N -DRP Board TYPe Unfaced rigid fiber glass board Physical appearance Pink, unfaced Board sizes 4 ft x 4 ft, 4 ft x 8 ft Board thickness 3/4 in., 1 3/16 in., 2 3/8 in. Thermal resistance (t) 3/4 in. 1 3/16 in. --`" 2 3/8 in. R=3.2 R-5,0 R=10.1 Drainage ability, hydraulic gradient 1.0 Board thickness Gallons/hours/lineal foot 3/4 in. 74 1 3/16 in. 118 2 3/8 in. 237 Compression properties (Z.(3) Depth, % Reduction in Soil Pressure, feet board thickness lbs./sq. ft Clay Wet Sand Clay Wet Sand 4 4 • 2 200 100 8 8 4 400 175 12 11 5 600 250 16 15 6 800 325 R means resistance to heat flow. The higher the R -value, the greater the insulation power. WARM -N -DRI board should not be used as structural support element. For depths greater than 16 ft please contact Koch Wateiproofing Solutions at 800 -DRY BSMT, WARM-N-DR1 board is manufactured by Owens-Corning. It is used as a component of the TUFF -N -DRI Basement Waterproofing System which is sold and warranted by Koch Waterproofing Solutions. For more information on TUFF -N -DRI please call 800 -DRY BSMT. I Koch WATERPROOFING SOLUTIONS M.kerr e( TOFF•N•DAP, cm 4 WATCNOOG WATES PROOFING' Copyright m 7999 Koch Materials Company TIIFF•N-DRr8.and WATCHDOG WATERPROOFING& ale registered trademark of Koch Materials Company. WARM-N•DRk& is ■ registered Trademark of Ons Corning. Rev. 8P44Q I WS -0436 Lamarite® Shake Composite Shingles Homeowner Home TAMKO News Hot Topics Our Key Brands LAMAR ITE® METALWORKS® HERITAGE® AWAPLAN EVERGRAIN® ELEMENTS® TAM -RAIL® Residential Roofing f Commercial Roofing Cements & Coatings ► Decking & Railing Waterproofing Driveway Products r Complete Product Line Photo Gallery Marketing Tools Limited Warranties Specs / Tech Info Application Info Documents / Videos Merchandise Catalog TAMKO MECUM PROMIZT5 Distributor / Dealer Locator: 1 Enter Zip GO MIMS Note: Reproduction of these colors is as accurate as technology will permit. Read Mort Search Our Site: GO Lamarite® Shake Composite Shingles The beauty of shake. The strength of Lamarite. Emulating the organic beauty of real wood with an authenfic grain pattern, Lamarite® Shingles make the wood shake look a more practical roofing option for homeowners. Made from materials that are robust, fire resistant, and enduring, Lamarite shingles make owning the beauty of wood practical for the first time ever. Features A4110100 specifications Data Sheets CertiOcat ens " IASDS Ins coons Photos Literature & Samples Caths AAS Videos Limited Warranty More Beauty and Distinction ✓ Available in three colors: Cedar, Weathered Wood, and Dove Grey. • 5-, 7-, and 12 -inch widths available, Can be installed with a uniform or offset exposure to add incredible depth and dimension. • Shade variation has been designed into the Lamarite production process 10 provide a more realistic random appearance found in nature. Our application instructions take advantage of that quality to help create the natural beauty of a shake roof and reduce the effects of fading experienced by all roofing products ✓ Preformed Lamarite Shake Hip & Ridge Shingles and preformed Lamarite Starter Course Shingles complete the look • As with real shake, Lamarite Shake Composite Shingles will weather to a fighter shade after exposure to the environment creating a natural, beautiful look. TAMKO recommends viewing an actual roof installation prior to final color selection for the full impact of color blending, weathering and patterns • Lamarite Shake Composite Shingles FAQ Lamarite Performance • Innovative composite shingle material provides long-lasting protection and low maintenance beauty of Can be fastened by pneumatic nail gun or hand with two corrosion—resistant roofing nails per shingle • Spacer tabs to facilitate correct shingle placement • 7". 71/:" and 8" exposure marks to help create the desired exposure length or offset exposure • Acenterline mark to enable you to confirm proper shingle alignment • A well-defined nailing zone to ensure proper nal application • The use of snow guards should be considered in areas where snow and ice accumulate • Increased variation in color uniformity may occur to Lamarite shingles in the vicinity of exposed copper or other metals. Page 1 of 1 ES"Artu }it'll to - ctet ttur phew, rata tout (Aar opt axis Complete your project by browsing the related products and accessories below. Lamarite® Shake Preformed Starter Course Shingles Lamarite® Shake Preformed Hip & Ridge Shingles Moisture Guard Plus® TW Metal and Tile Underleymenl Home ARRA Tax Credits About TAMKD'£ Privacy Pcticy Glossary Site Mao Contact Lis Coovrioht Media Center Leaal Notice httn://www.tamko.com/PrneiuctllisnlavPacrP/tahirl/51/'nntrn1Tv„r°/„rr,r1iir*riiendo,,/i+emir;/ /1A �n1n Lamarite<sup>®</sup> Shake Composite Shingle Colors Homeowner Home TAMKO News Hot Topics Our Key Brands LAMAR ITE® METALWORKSO HERITAGE® AWAPLAN EVERGRAIN® ELEMENTS® TAM -RAIL® Residential Roofing ► Commercial Roofing ► Cements 8 Coatings ► Decking & Railing ► Waterproofing ► Driveway Products ) Complete Product Line Photo Gallery Marketing Tools Limited Warranties Specs I Tech Info Application Info Documents 1 Videos Merchandise Catalog TAMKO BM MVO P MOM Distributor! Dealer Locator: Enter Zip GO Search Our Site: 1 Lamarite® Shake Composite Shingles Page 1 of 1 l S'A O View All Shingle Styles and Colors Print Colors —v piston* pev+6rr1,140011.. ppm Due y Certain colors and products may nc1 be available in your area. Check wilh your local distribuloddealer for availability. Note: Reproduction of these colors is as accurate as technology vAll permit TAMKO® recommends viewing an actual product installation or lull -sized product samples prior to final color selection for the full impact of color blending and patterns_ Dissatisfaction of the selected color aner installation is not covered under the Iimlted warranty. Horne ARRA Tax Credits About TAMKO° Privacy Policy Glossary Site Map Contact Us Copyright Media Center Lena! Notice LAMARITE® Shake FAQ Homeowner Home TAMKO News Hot Topics Our Key Brands LAMARITEO METALWORKS® HERITAGE® AWAPLAN EVERGRAIN® ELEMENTS® TAM -RAIL® Residential Roofing 1 Commercial Roofing 0 Cements & Coatings Decking & Railing 0 Waterproofing F Driveway Products t! Complete Product Line Photo Gallery Marketing Tools Limited Warranties Specs 1 Tech Info Application Info Documents 1 Videos Merchandise Catalog TAMKO EW PR CU Distributor f Dearer Locator (Enter Zip LAMARITE® Shake FAQ WHAT IS LAMARITE MADE OF? It is a colorized, mineral filled polymer. fb Search Our Site: r G0 DOES LAMARITE FADE? All products exposed to the elements and the sun will experience some degree of fading. Page 1 of 1 ESPANO IS THERE A SHADE VARIATION WITH LAMARITE? Shade variation has been designed into the temente shingles to provide a more realistic random appearance. Shade variation may occur differently from pallet to pallet. Because of this the applicator must take precautions to insure that the various shades of shingles are properly blended on the roof. Lamarite shingles are intended 10 have random shade variations when installed. WHAT IS THE WIND WARRANTY ON LAMARITE? Lamarite shingles are covered by a 60 month limited warranty against damage from wind up to 90 mph. This limited warranty applies only if the shingles are installed according to the instructions printed in the application installation guide. See the limited warranty and application instructions for more information. HAS LAMARITE BEEN TESTED FOR 110 MPH. WIND REQUIREMENTS? Samples of Lamarite shingles were successfully tested for ASTM D3161 (modified to 110 mph.). See TAMKO's High Wind Instructions for details. WHAT TYPE AND LENGTH OF FASTENER IS REQUIRED TO APPLY LAMARITE? A corrosion resistant nail with a 318" head and a minimum length of 1 112". The nails can be hand driven or applied using a pneumatic nalr gun set at 100 psi. HOW DO YOU CUT LAMARITE? WHAT TOOLS ARE REQUIRED IN THE APPLICATION PROCESS? Lamarite does not require any special tools to apply. Lamarite can be cut using a utility knife or a comparable tool by scoring the backside of the shingle and snapping it along the score fire. Also, a circular saw with a carbide blade ( two teeth per inch) can be used. WHO CAN APPLY THIS PRODUCT? DOES LAMARITE HAVE TO BE APPLIED BY APPROVED ROOFING CONTRACTORS? We recommend that a professional roofing contractor apply the product. There is no approved roofing contractor program for Lamarite. WHAT IS THE WARRANTY PERIOD ON LAMARITE? Lamarite is covered by a fifty year Limited Warranty. HAS LAMARITE BEEN TESTED FOR UL 2218 IMPACT RESISTANT? Underwriters Laboratory performed impact testing on semples of Lamarite. As a result of that testing temente® has the UL 2218 Class 4 impact resistance rating. Class 4 being the highest. HOW MUCH DOES LAMARITE SHAKE WEIGH? The approximate weight of Lamarite is 424 lbs. per square (12 inch width shingle). WHAT IS THE SIZE OF A LAMARITE SHAKE? There are three sizes of Shake Shingles. 5 -inch, 7 -inch and 12 -inch width. All are 18 inches long. HOW ARE LAMARITE SHAKE PRODUCTS PACKAGED? Based on coverage with 8" exposure Shingle Shingles Bundles Bundles Size per Bundle per Square per Pallet 12" 16 9.37 60 7" 16 16 100 5" 16 22.5 140 Hip/Ridge 15 10 lineal ftlbdl 28 Starter 20 20 lineal Mc(' 84 WHAT COLORS ARE AVAILABLE? Shake is available in two colors; Cedar and Weathered Wood WHAT IS THE UL FIRE RATING OF LAMARITE? For a UL Class A Fire Rating install Lamarite over either 1.) Moisture Guard Pius - TAMKO's fiberglass reinforced self -adhering SBS modified asphalt underlayment with fine mineral surfacing or 2.) TW Metal & Tile Underlayment- TAMKO's fiberglass reinforced self - adhering undedayment with polymeric film surfacing. For a UL Class C Fire rating install Lamarite® over either 1.) TAMKO No. 30 organic felt underlayment, 2.) No.30 UL organic felt underlayment, 3.) No.30 ASTM organic felt underlayment, or 4.) TAMKO Nail -Fast SBS modified organic utility underlayment. CAN LAMARITE BE APPLIED OVER EXISTING ROOFING MATERIALS? TAMKO does not recommend the application of Lamarite over existing roofing materials. Old roofing materials must be completely removed. Damaged roof decking, metal drip edges, and flashings must be repaired or replaced and irregularities removed to provide a smooth, flat surface for nailing. Home ARRA Tax Credits About TAMKOF Privacy Policy Glossary Site Mao Contact Us Conyrioht Media Center Leel Notice HSW Sliding Glass Walls Ideal for total vision DORMA HSW Sliding Glass Wall systems offer a method of making storefronts and swing doors literally disappear, simply and easily, when desired. Since the system is top hung, there is no floor track or guide to create a trip hazard or maintenance issue. The system can accommodate heights up to 120" (3000 mm) and panel weights up to 300 Ib (136 kg). The HSW with standard top and bottom rails can be used with 318" (10 mm), 112" (12 mm), 518" (16 mm), or 3/4" (19 mm) tempered glass. Roller adjustment allows the panel height to be field -adjusted, The HSW is available in many different styles and track layout options. Each system is custom made per your specific opening. The HSW-DRS and HSW-G systems utilize top and bottom clamp -on door rails for a structured and easy-to-use system. The HSW-GE and HSW-GP styles are also available for minimal hardware, using the Universal patch fittings and MANET single point fittings. The FSW Folding Sliding Glass Wall system is suitable for openings requiring a straight track run with the panels sliding and folding together as one. The FSW is simple to plan, easy to fit, and works smoothly and safely. DORMA DORMA MANET Limitless possibilities in glass concepts Modern offices today require open space and light—one reason designers and architects prefer the flexibility that glass partitions and doors provide. DORMA's MANET system for glass architecture offers designers limitless possibilities in creative ideas with glass. These systems can be designed with either a pivoting or sliding door, simulating open space while still maintaining privacy. The MANET hardware is uniquely designed with flush - mount, single point, stainless steel fittings to provide a streamlined smooth surface. MANET components are even available in a 316L stainless steel to withstand wet environments. the MANET system accommodates 318" (10 mm), 112" (12 mm), 518" (16 mm), or 314" (19 mm) tempered glass, as well as sliding wood panels. The stylish Compact line is stocked in the US for immediate availability. Architectural Support Desk 866.401.6063 DORMA Group North America Leaders in Architectural Opening Solutions DORMA Architectural Hardware Dorma Drive, Drawer AC Reamstown, PA 17567 800.523.8483 FAX: 800.274.9724 E-mail: archdw@dorma-usa.com DORMA Glas, Inc. 1520 Jabez Run, Suite 303 Millersville, MD 21108 800.451.0649 FAX: 301.390.0011 E-mail: glas@dorma-usa.com Modernfold, Inc. 215 W. New Road Greenfield, IN 46140 800.869.9685 FAX: 866.410.5016 E mail: info@modernfold.com DORMA Canada 1680 Courtney Park Drive, Unit 13 Mississauga, Ontario L5T 1R4 800.387.4938 FAX: 905.670.5850 E-mail: sales@dormacanada.com DORMA Mexico Astronomos 28, Col. Escandon Mexico, D,F. 11800 Del. Miguel Hidalgo (52+55) 5272.6937 FAX: (52+55) 5272.6948 E-mail: oporacion@dorma.com.mx DORMA Entrance Systems DORMA Automatics 924 Sherwood Drive Lake Bluff, IL 60044 877.367.6211 FAX: 877.423.7999 E-mail: automatics@dorma-usa.com CRANE Revolving Doors 924 Sherwood Drive Lake Bluff, IL 60044 800.942.7263 FAX: 847.295.5288 E-mail: sales@cranedoor.com Carolina Door Controls, Inc. 3424 industrial Drive Durham, NC 27704 919.381.0094 FAX: 919.381.4834 no Mixed Sources DORMA Product Guide - Detail - Fireplace Xtrordinair Page 2 of 2 FPX 44 Elite Fireplace The catalytic 44 Elite ZC wood fireplace is perhaps the finest fireplace ever created. It features EPA approval and Posi-Pressure heating through a quiet, remotely located 388 CFM fan which circulates the heat throughout the home. The 44 Elite ZC also has an optional firescreen so you can use your fireplace with the doors open when you are not using the Elite to heat. After you've taken one look you can see why this is the only fireplace line that can be called extraordinary. Brochure (pdf) Posi-Pressure: How It Works Accessories ecs Dimensions Installation [ Documents Faces / Doors / Grills ytlra uzi uxxxzi Classic Arch Face Black Painted Finish Black Double Doors Artisan Face Charcoal Painted Finish Artisan Double Doors Classic Arch Face Black Painted Finish Gold Double Doors Classic Arch Face Nickel Finish Black Double Doors Classic Arch Face 24 Karat Gold Plated Finish Black Double Doors Classic Arch Face 24 Karat Gold Plated Finish Gold Double Doors Safety Notice Cost of Heating Calculator Product Registration Architects Enter Here Brochure Request Dealer Login 3httn•//www firPnlar.PY enm/nrnrhtrt all; AP/r1P+� ,onv9;a-0i r 11 n l l n, n lighest BTU Output of Any Phase 11 Certified Fireplace The Fireplace Xtrordinair Elite series of wood burning fireplaces is one of the cleanest burning and the highest BTU output appliances ever certified by the EPA. The Posi-Pressure System Fresh outside air is drawn through a remote, quiet 388 cfm blower (13) to pressurize the house, and provide outside air for combustion. A washable air filter (14) keeps incoming air dean. The barometric damper (15) pre- vents cold air transfer into the heat chamber when your fireplace is not in use. Outside air is circulated around the entire firebox (16) for maximum heat transfer before being directed through the decorative face outlets to pressurize your home with fresh heated air. The finish face (17) is removable and comes from the factory either nickel plated or with a black paint finish. Check with your dealer for custom paint colors they may offer. All Models of the Fireplace Xtrordinair Elite Series Also Feature... • Built-in thermodisc for automatic control of the blower. • 8 foot electrical leads for the blower (8' extension with junction box). • Mason's set-up face provided on the fireplace during installation to prevent damage to the decorative faceplate. .3 blower duct locations for a wide selection of blower installation options. • Unit comes with universal chimney adaptor. • Flex duct for blower included. • Flex duct and cooling vents for fireplace included. This quiet, remote 388 CFM blower enables practical use of the fireplace in the family room or the most formal living room. Optional Door Firescreens Love the sound and smell of an open wood fire? All Fireplace Xtrordinair Elite wood burning models have optional door firescreens available to allow the fireplace to be operated with the doors open. So now you can enjoy your wood burning fireplace year-round. Testing Fireplace Xtrordinair Models 36 Elite & 44 Elite are tested to U.L. 127, U.L. 1482 and U.L. 907 standards by Warnock Hersey Professional Services, LTD. I.C.B.O. #NER-219. Tested and certified to E.P.A. Phase II by Omni Testing Labs. Features & Specifications Model 36 Elite I Model 44 Elite f EPA Phase II Approved YES YES Overall Efficiency* 73% 72% Heating Capacity Up to 2,500 Sq./Ft. Up to 3,000 Sq./Ft. Emissions" 2.3 Grams/Hour 2.5 Grams/Hour Maximum Burn Time" 10 Hours 12 Hours Flue 8" Opening I.D. 8" Opening I.D. Overall Widtht 42" 49" Overall Depth 27" 27" Firebox Capacity 3.7 Cubic Feet 4.3 Cubic Feet Wood Size 24" 32" BTU Output Cordwood 10,300to66,000 10,700 to 76,700 *DEQ Method *"EPA Method 'Not Including Faceplate Emissions, Efficiency, Heating Capacity and Burn Time may very depending on actual home floor plan, type of fuel used, and moisture content. Emissions numbers are those that have been certified by the U.S. E.P.A. BTU output based on burning cordwood. Efficiency numbers are based on Oregon Dept. of Environmental quality test standards. Prancing Specifications Please consult your Owner's Manual for Framing Specs. 36 Elite A = 45 1/2" B = 26" C = 43" NOTE: Make sure enclosure is wide enough to accommodate the blower (see Owner's Manual for details). Clearance Specifications To Combustible Mantle: 23" from fireplace face. To Combustible Facing: Top Facing 12" -Side Facing 2 1/2"from fireplace face. Hearth: Requires a 20" non-combustible hearth. Approved Air -Cooled Chimney; FMl 8DM & Flrecraft FTF8A Improper installation of your wood burning fireplace or failure to operate it according to the guidelines detailed in the Owner's Manual, may negate your warranty and endanger your home and family. Contact your local building or fire officials about restrictions and installation requirements in your area. Model 36 Elite Dimensions pa. 1F— 4r—1W Model 44 Elite Dimensions 1112 -r fl 1'1 /C FI•ng I4- 4s'-10! avr FACE PIO •fir.2 fireplace ctrordinair Fireplaces The dimensions and clearances on this page are for reference only! Refer to the Owner's Manual prior to installation 21 TRV IN/1 Pr �T 564 ss 864 TRV SPECIFICATIONS 21T11311 - Bed &Breakfast 564 Space Saver 33'/4" 864 TRV } .. 38 1/4" Height (including standoffs) 35'/8" Width 201/8" Front 36 1/4" 41" Depth 13 1/2" Top Vent, 14" Rear Vent 16 1/4" (Includes 1/2" clearance) 19 3/4" (Includes /z" clearance) Flue Diameter 8" 8" 8" (Top vent can be reduced to 658") Unit Weight 86 lbs, 155 lbs. 205 lbs. Burner System Ember-Fyre'"* 2 Stage Pan Burner 2 Stage Tube Burner Glass Area (will vary slightly with face plate design) 16" W x 201/2"i-1=303 sq. in. 301" W x 181" H =564 sq. in, 36" W x 24" H = 864 sq. in. Powerful Fan YES - 90 CFM (Optional) YES -180 CFM (Optional) YES -180 CFM (optional) Power Duct Option NO *Ember-Fyre'" Protected By U.S. Patent NO #6,602,068, #6,443,726 and other patents pending. YES (One Only ) tibles can be installed up to the C = 1" `•PERFORMANCE*` TESTING & INSTALLATION INFORMATION Tested and Listed by OMNI Test Laboratories Inc. to ANSI Z21.88b-2001 "Vented Gas -Fired Direct Fireplace Heater," Must be installed in accordance with all local codes, if any: if not, follow ANSI Z223.1 and the requirements listed in the Owner's Manual. Heating Capacity* Up to 650 Sq. Ft. Up to 950 Sq. Ft. Up to 1,400 Sq. Ft, BTU Input High/Output Low (NG)* 16,500 (high) 10,500 (low) 20,500 (high) 5,100 (low) 31,000-6,700 BTU Input High/Output Low (LP)* 16,500 (high) 9,380 (low) 20,500 (high) 4,200 (low) 31,000 - 5,200 Overall Efficiency* (maximum venting) 82.2% (NG) 79.5% (LP) 76.5% (NG) 74.2% (LP) 80% (NG) 81% (LP) AFUE* 63% (NG) 63% (LP) 64% (NG) 66% (LP) 68.3% (NG) 69.8% (LP) COMBUSTIBLE.CLEARANCES AiwaysconsulttheOwner.'sManual.beforebeginninganyinstallatlon. instalfationand`fran tib 6; The Bed & Breakfast fireplace requires 1" minimum A = 38 1/2" (measured from base of fireplace) A = 40 3/4" to 48 3/4"* (measured from base of fireplace) a clearance from face to sidewall. Combus- B = 0" B = 0" ^ tibles can be installed up to the C = 1" C = 1" standoffs on the unit. If a mantel is used please see Owner's D - 0" D = 0" Manual for minimum clearances. E = None Required E = None Required The height of the Bed & Breakfast F = None Required F = None Required I. fireplace enclosure must bea minimum of48"above the base of the fireplace. If placed on a raised hearth, the ceiling above the Bed & Breakfast must be at least 57" measured from the base of the fireplace. *0 to 12" maximum mantel depth. See Owner's manual for details *Will vary depending mantel depth 0 to 12" maximum mantel depth. See Owner's manual for details Note: Each face plate design varies in dimension slightly. © 0 fI All Measurements taken from fireplace face. A= To Mantel D= To Side Facing 8= To Top Facing E= Front Hearth C= To Sidewall F= Hearth Width TESTING & INSTALLATION INFORMATION Tested and Listed by OMNI Test Laboratories Inc. to ANSI Z21.88b-2001 "Vented Gas -Fired Direct Fireplace Heater," Must be installed in accordance with all local codes, if any: if not, follow ANSI Z223.1 and the requirements listed in the Owner's Manual. Firestop (required) I Thermostat or _---/E1-1. Remote Remote Contrcl Wire (either side) 1f1 Notch for gas line Vent Clearances: 1" to the sides, 1" below, and 3" above the vant 10 combustibles. .7°11 Center of ll'"t Rear Vent r�li I I ¢ NI {! 27-1/4" 1 I'E �I 4-3/4" 34-114" I Iii 'I i 12 3r4' j Efecatca! •Line 2fl-1l4"_ -5l8" 6" Typical - 6-112" Recorhmended 9" Typical Max, 12" Minimum 1" Clearance 37" Min. 37-1/2" ! Recommended] 4-7)8'" Il 36-7/8"l - 34-118" j: jl it 3: fit it I,- 4-7/8"" izr 7-114" 20-1/8" Firestop (required) 46" Min SII! 1I 36" lj 13-1(2' /kms i 29-114" Center of Rear Vent u r 0" 1 f Electrical LfrjAccess 22.1/4" Min. 24-716" Recommended rr � .5-1/2" Min. 6-1/2" Recommended Do not insert any material into Ihe172" gap along the front a/ the fireplace. Top Vent Configuration 31,3/4"t 3t5ti 16-1/4"" Rear Vent Configuration /1 8" Diameter Vent 11'1 33-1/4" 30-1/4" 28-3/4" 36-1/4" " Includes he required 1/2' clearance. 24.1(4" Fireplace Enclosure Height Rear Vent Minimum 36" Top Vent Minrmum 38 1/4"' Eieotricar� ] Access ! i j j33.112" included Firestop (requireo) Part # 250-00747 1 86-1/2" Center of Rear Vent 4 1 32-1/2" 19-1/4" Minimum 1" Clearance Minimum 1)2" Clearance Top Vent Configuration 8" Diameter Vent 38-1(4" 29-1/4"" r'I 19-3/4"; Optional Extra Room Power Heat Duct Connection 1 j I fliMIE '' 4-i°' 14"( fl 38-3f8" O 16.3/4" 5.1 4" Rear Vent Configuration 8" DlameterVent 30-3/4'+I Includes the required 1/2" clearance. Section It1s1c ll4t on included Firestop (required) j I J Part # 93006484 it -i' Fireplace !, "' Enclosure .i'---.1---:' ;;?S' Height i j! ` as 1/2.' I �i. Electrical 1i, �l1 Access 1 II . '1'38" ;. '� 25 374" 1,36-112" 41-114" 1 ' ' _" Center of Rear 7-1/2' Vent Approximate 15.1/2" Minimum Minimum 1" Travis Firestop 1/2" Clearance (ski 93006094) Clearance 30-3/4' 48" M'n. Shop Appliances : Dishwashers ; Fisher & Paykel at Lowes.com Page 1 of 3 Let's 9tiitd Something Together' Need Help? Lowe's Customer Care 1.800.445.6937 Dishwashers Fisher & Paykel 24 -Inch Single DishDrawer (Color: Stainless) ENERGY STAR® Item #: 313929 I Model #: DD24SCX6 Not Yet Rated $599.00 Robzito Available for Fisher & Pay}:2A Inch Single DishDrawer (Color: Stainless) Fisher & Paykel 24 -Inch Double DishDrawer (Color: Black) ENERGY STAR® Item #: 313932 1 Model #: DD24DCB6 Not Yet Rated $979.00 Printed on 05/19/2010 at 8:38 AM Prices, promotions, styles, and availability may vary. Our local stores do not honor online pricing. Prices and availability of products and services are subject to change without notice. Errors will be corrected where discovered, and Lowe's reserves the right to revoke any stated offer and to correct any errors, inaccuracies or omissions including after an order has been submitted. Go Green and Get Green Save money on energy-efficient appliances n rr: save money en your Energy bilis Eater. Government Rebate Details ► Shop Eligible Products r Fisher & Paykel 24 -Inch Double DishDrawer (Color: Stainless) ENERGY STAR® Item #: 313956 1 Model #: DD24DCHTX6 * }' " "• (2 Reviews) $1,299.00 Rebato Available for Fisher u IDaykol cA - nch Double DishDrawer LColor: Stainless) Fisher & Paykel 24 -inch Bullt-In Single DishDrawer (Color: Integrated) ENERGY STAR® Item #: 313928 I Model #: D024SCI6 Not Yet Rated $599.00 Fisher & Paykel 24 -Inch Double DishDrawer (Color: Stainless Steel) ENERGY STAR® Item #: 312760 1 Model #: DD24DCTX6 ** * r- , (4 Reviews) $1,'199.00 Rebate Available for Fisher & Paykel 24 - inch Double DishDrawer (Color: Stainless 1R® Fisher & Paykel 24 -Inch Double DishDrawer (Color: Stainless) ENERGY STAR® Item #: 313936 1 Model #: DD24DCX6 ****Y; (2 Reviews) $1,099.00 1 rr_1__..• o_n__-i__1 nnnnoc.--inrlclnrtnnncc^fnc n'In A(117no^7 n,....., clinr>.n1n Sub -Zero 700BR Refrigerator Drawers: Sub -Zero Undercounter Refrigeration Page 2 of 3 Features Technical Features Meets strict Department of Energy requirements LJL approved for US and Canada Refrigerator Capacity: 5.3 cu ft (150 L) Electrical Requirements: 115 VAC, 60 Hz, 15- amp circuit Annual Energy Usage: 204 kWh/$22 (Based on 10.65 cents per kilowatt hour) Shipping Weight: 190 lbs (86 kg) Styr- .Kos' e; certlfled as Sabbath and holiday -compliant ENERGY STAR Other Features Two, five and twelve-year residential warranty - exclusions apply - see warranty terms Frequently Asked Questions - Planning How much do Sub-Zero/Wolf products cost? Where can I purchase Sub -Zero and Wolf products? Where can ! find Sub-ZeroNWoif product specifications? What is the temperature range of a Sub -Zero? Design Features Base unit with refrigerator storage drawers integrated design for "point -of -use refrigeration" anywhere in the home Electronic controls are up front and easy to use Flat to the ceiling bright lighting in drawers Alarm will let you know with an audible beeping if a drawer is left open Each storage drawer has a removable divider Removable crisper cover with a clear view window Options & Accessories Drawer front panels with tubular or pro handles IMF 9 Dual installation kit Dozen egg container with lid hop Bosch 6.7 Cu. Ft. Electric Dryer (Color: White) at Lowes.com Page 1 of 3 Let's Build Something Together Description 6.7 Cu. Ft. Electric Dryer (Color: White) Printed on 06/14/2010 at 3:52 PM Prices, promotions, styles, and availability may vary. Our local stores do not honor online pricing. Prices and availability of products and services are subject to change without notice. Errors will be corrected where discovered, and Lowe's reserves the right to revoke any stated offer and to correct any errors, inaccuracies or omissions including after an order has been submitted. Bosch 6.7 Cu. Ft. Electric Dryer (Color: White) Item #: 14899 Model #: WTVC5330US *** •(3 reviews) • Power cord and venting sold separately • Steam touch up refreshes a full Toad in just 20 min • Delicates option to dry items usually only line dried • 3 -way venting for easy installation - back, right, bottom • WrinkleBlock® tumbling up to 1 hour prevents wrinkles • Heat sensors and intelligent controls prevent overheating • EcoSmart? technology features an intelligent network of sensors making unit more efficient • EcoAction? option reduces energy usage by up to 10% • DynamicAir? gently dries clothes using moderate heat and high air volume in a one piece stainless steel drum • AtiveDry? monitors moisture level to ensure the exact level of dryness • Air fluff / no heat drying cycle with no added heat • Jeans cycle dries denim while reducing fading and wrinkling • Steam wrinkle relax cycle relax wrinkles in only 12 min • Steam refresh relax wrinkles and remove odors in 16 min Specifications Color Knits Cycle Delicate Cycle White No No Permanent Press Cycle Yes Wrinkle Free Cycle Yes Number of Temperature Selections7 Control Type Electro -Mechanical Air Fluff Drum Material Dryer Rack Capacity (Cu. Ft.) End -of -Cycle Signal Interior Light Yes Stainless Steel No 6.7 Yes Yes Height (Inches) Width (Inches) Depth (inches) Manufacturer's Warranty (Parts) Manufacturer's Warranty (Labor) Color/Finish Family Auto Dry Cycle Number of Cycle Selections Cool Down Cycle Damp Dry Extended Tumble Cycle Extra Dry Cycle ..,.,....1....3 1 AOfICI 'nfA.7 Tsr-r-s nrrn ..."...• •-^ •^ --- - • 36-7/8 27 31-7/8 Limited 2 -year Limited 1 -year White Yes 15 No Yes Yes Yes ` f hop Bosch 4.4 Cu. Ft. Front Load Washer (Color: White) ENERGY STAR® at Lowes.c... Page 1 oft Let Build Something Together` Printed on 06/14/2010 at 3:50 PM Prices, promotions, styles, and availability may vary. Our local stores do not honor online pricing. Prices and availability of products and services are subject to change without notice. Errors will be corrected where discovered, and Lowe's reserves the right to revoke any stated offer and to correct any errors, inaccuracies or omissions including after an order has been submitted. Bosch 4.4 Cu. Ft. Front Load Washer (Color: White) ENERGY STAR® Item #: 122294 1 Model #: WFVC5440UC nkk**(1 reviews) $1,099.00 Description 4.4 Cu. Ft. Front Load Washer (Color: White) ENERGY STAR® • ENERGY STAR® qualified - exceeds federal standards by up to 102% • 15 standard wash programs including an XxtraSanitary? cycle, comforter cycle, jeans cycle, and baby care cycle • Jeans cycle cleans denim while reducing fading and wrinkling • Quick light 20 cycle cleans lightly soiled small loads in 20 minutes • Allergy rinse option removes any trace of detergent from laundry • AVS - anti -vibration system prevents the machine form vibration; perfect for second story installation • AquaStop® leak protection system prevents major water damage • EcoSmart? technology features an intelligent network of sensors making Bosch more efficient • EcoAction? option reduces energy usage by up to 20% • ActiveWater? turns 13 gallons of water into the washing power of 400 gallons • ActiveClean? uses sensors to analyze the load size and make automatic adjustments to optimize efficiency • 1150 rpm maximum spin speed for drier clothes and efficient drying • Stain removal option provides the optimal temperature to clean multiple stain types in a single cycle • XxtraSanitary® heats up water up to 170 degrees Fahrenheit • Comforter cycle deep cleans bulky items like comforters Specifications Color Soak Cycle Prewash Cycle Cotton Cycle Handwashable Cycle Knits Cycle Extra Spin Cycle Number of Wash Temperatures Number of Rinse Temperatures Number of Wash Speeds Sound Reduction Capacity (Cu. Ft.) White No No Yes Yes No Yes 5 1 4 Yes 4.4 Tub Material Height (Inches) Width (Inches) Depth (Inches) Energy Star Compliant Manufacturer's Warranty (Parts) Number of Wash Cycles Manufacturer's Warranty (Labor) Color/Finish Family Number of Rinse Cycles Delicate Cycle Energy Saver 1, 441,.HI, ,,,,,,,1r,,, ,,.,.,! t.1"11.1'A )CIA A'7IT ITr-lc AAINT ,-, Stainless Steel 36-718 27 29-3/4 Yes Limited 2 -year 15 Limited 1 -year White 5 Yes Yes Features: LEV The Next Level. General: • Rated load: 950 lbs. (430 kg) (750 and 700 lbs. available) • Maximum travel: 50' • Speed: 40 fpm (.20ms) • Minimum overhead clearance: 9`-0' • Minimum pit depth: 61 • Maximum number of stops: 5 (minimum 17' travel boh"reen stops) Mechanical Equipment; • 230 VAC, 60 Hz, 20 amp single phase power supply with neutral and ground (4 wires) *Two 060 roller chains •Frequency controlled variable speed geared machine with counterweighted chain drive, 2 hp -motor • Modular Dual 61141t1.T rall system Car and Appointments: • 36" x 48' (12 ft2) x 84' high car size • Melamine wall panels in choice of champagne, light oak, dark oak or while *White ceiling • Two recessed halogen lights • Wooden handrail to match wall panels • Accord€on car gate in choice of champagne, chalk, light oak, dark oak or white • Pocket gate (not available with Type 5 car) • Unfinished plywood floor (with removable Insert for 3/4' thick finished floor by others) •Telephone Controls; • Programmable Logic Controller (PLC) with digital signal processor • Fully automatic operation • Car operating panel and hall stations (brushed stainless steel or brass) with LEC floor position/ diagnostic display and call acknowledgment • Automatic car lighting with constant on switch *Automatic homing to a designated floor The LEV home elevator, has been specifically designed and built to conform with the requirements of ASME A17.1, Part V, Section 5.3 standard for residential elevators in private dwellings. B€ -directional levering • Emergency stop switch • Emergency alarm button • Holstway wiring with conduit (hall stations/ Interlocks) • Uninterruptible power supply (UPS) for lowering and automatic gale operation (if supplied) in case of a power failure Safety Devices: • Lockable auxiliary disconnect for car lighting circuit • Lockable auxiliary disconnect for drive unit circuit • Upper and lower terminal l€mks • Final limits • Pit switch and car top stop switch • Battery backup emergency light and alarm * Car gate safety switch • Electromechanical interlocks (for doors by others) • Slack chain safety device Options: • 36' x 60' (15 fie) or 40' x 54' (15 112) car sizes • Special car size: 12 fie to 15 ftp, available In 1' Increments. For applications that require less than 12 ft2 or more than 15 ft2, consult factory with specific measurement and application details. (local codes may require variances on non-standard cab sizes) • 88' or 94' Inside car heights (requires additional .overhead space) • Unfinished wood veneer panels (oak, cherry, birch or maple) • Unfinished inset wood veneer panel wails (oak, cherry, birch or maple) • Factory applied finish to wood veneer panels and handrail • Raised wood panel walls (oak, cherry, birch or maple) with choice of finish. • Recessed telephone cabinet (brushed stainless steel or brass, or polished stainless steel or brass) Visit our web site at www.tkaccess.com for more information including complete 3 -part specifications, CAD details, and typical drawings. • Matching wood veneer ceiling panel • Hall stations and car operating panel in polished stainless steel or brass • Metal handrail (brushed stainless steel or brass, or polished stainless steel or brass) • Automatic car gate operator • Automatic hoistway door operator • GAL Type 'N' Interlocks (requires additional hotstway space) • Buffer springs (requires 12' deep pit min.) • Remote located elevator controller • Counterweight safety device • Signet cab Car Gate Upgrades; *Accordion car gate with 3 clear vision panels • Accordion car gate with all clear vision panels • Solid aluminum or perforated aluminum accordion car gate In clear coat finish or brass finish • Deluxe Visitold® car gate Control Upgrades; Key switch controls In car operating panel and/ or hall stations Manufactured rn USA since 1947. '44- Uy • ..rwwr�r ThyssenKrupp Access Manufacturing, LLC 4001 East 138th Street Grandview, MO 64030 800.829.9780 S ' www.thelev.com 11--12. o www.tkaccess.com 1 ome elevators, Elevators for the home, ThyssenKrupp Access Page 2 of i • It has more lifting power (950 pounds) than any other elevator in its class • No separate machine room required, so it takes up much less space in your home • The compact design, self-contained drive system and shallow pit (only 8") means you can Install the Lev just about anywhere in your home • Automatic battery powered lowering during household power failure • It can dramatically increase the marketability of your home should you ever decide to move The Lev provides you worry -free ownership Our engineering staff puts our residential elevators through the most rigorous testing Imaginable to ensure they meet the exacting standards you demand. And we've made all the safety features you'd expect in a more expensive elevator standard Issue In the Lev. Each elevator contains an In -car phone, battery back-up system that allows for lowering and lighting of the car In the event of a power outage, emergency alarms, emergency stop switch, and much morel The doors have special interlocks that ensure they will open only when the elevator Is present at your landing to help prevent accidents. Personalize the Lev to make a perfect fit for your home We'll help you customize the Lev In both form and function to blend In seamlessly with your home's decor - and your needs! There are literally hundreds of combinations we can configure for you and we'll help you every step of the way. Design your elevator interior: Upgrade bathe beauty of natural wood (shipped unfinished so you can match your existing d6cor exactly, or have us finish it for you, Click here to see factory Standard finishes): Melamine: Wood veneer: inset panel wood: Raised panel wood: - Light Oak - Oak - Oak - Oak - Dark Oak - Cherry - Cherry - Cherry - White - Birch - Birch - Birch - Champagne Atelamtnc Wok Oak %hosts Wood Writer t: nrinith Pilch soh rykn tract Pancl 1lfnt+s1 rwilk,ht t'irtrtyahock f2,iitc4 Pancl Wald itiirisft: d Chriw shown Baslc Features: • Up to 50' of travel and 5 stops • 3 Standard car sizes: 36"x48", 36"x60" r 40"x54" • 950 Ib. capacity • Speed: 40 fpm • Counterweighted chain drive • 4 Types of wall panels o Melamine (champagne, light oak, dark oak or white) o Veneer (oak, cheny or birch) o Raised wood (oak, cherry or birch) o Inset wood (oak, cherry or birch) • Wooden handrail to match wall panels KOHLER. SUNWARD® Features • Acrylic • Oval shape • Drop-in • 120 BubbleMassagem airjets • Blower motor with 300 W heater and electronic back -lit user control • Blower motor is supplied with a grounding -type plug-in cord • Molded lumbar supports and armrests • 72" (182.9 cm) x 42' (106.7 cm) x 21" (53.3 cm) Codes/Standards Applicable Specified model meets or exceeds the following: • ANSI Z124.1.2 • IAPMO IGC 171 • UL 1795 Specified Model BUBBLEMASSKAGE1164-GTM BATH - Colors/Finishes • 11 White • Other: Refer to Price Book for additional colors/finishes Accessories • CP: Polished Chrome • PB: Vibrante Polished Brass • NA: None applicable Model Description Colors/Finishes K -1164-G Bubblemassage bath ❑ 0 O Other Recommended Accessories K-11677 5wiftflo,,., adjustable trip lever drain ❑ CP ❑ PB Optional Accessories K-577 Underrnount kit ❑ NA Product Specification The acrylic drop-in bath with airjets shall be 72" (182.9 cm) in length, 42" (106.7 cm) in width, and 21" (53.3 cm) in height. Product shall have a blower motor with 300 W heater and an electronic back -ht user control. Blower motor shall have a grounding -type plug-in cord. Product shall have 120 BubbleMassage airjets and molded lumbar supports and armrests. Product shall feature an oval shape. Bath shall be Kohler Model K -1164 -G - Page 1 of 2 1079336-4-C USA: 1-800-4-KOHLER Canada: 1-800-964-5590 kohler.com SUNWARD® Technical Information Fixture*: Bathing well; Bash area, bottom 55-1/4" (140.3 cm) x 23-1/2" (59.7 cm) Basin area, top 64-1/2" (163.8 cm) x 32" (81.3 cm) Weight 112 lbs (50.9 kg) To overflow: Water depth 15" (38.1 cm) Capacity 75 gal (284.1 L) * Approximate measurements for comparison only. Included components: Cut-out template 1042557-7 Blower motor Heater V Hz A 300 W 120 60 5 Minimum access panel blower motor: 20" (50.8 cm) W x 15" (38.1 cm) H required No change in measurements if connected with drain illustrated. (K-11677 or K -11677M) Recommended faucet area r 1 Drop -fn Rim Detail 1-1/2" (3.8 cm) 1-1/2" (3.8 cm) 19-1/2" (49.5 cm) Blower/Control Access 20" (50.8 cm) W x 15" (38.1 cm) H Min 42" (106.7 cm) 1 1-1/2" OD Required Electrical Service Dedicated circuit required, protected with a Class A Ground -Fault Circuit -Interrupter (GFCI): Pump/control f 120 V, 5 A, 60 Hz Locate the outlet behind the bath and within 24" (61 cm) of the blower. Installation Notes Install this product according to the installation guide. Floor support under bath must provide for a minimum of 37 lbs/square foot (178 kg/square meter) loading. 3-1/8" —(7.9 cm) 11-1116" (28.1 cm) 72" (182.9 cm) ir LJ 1" (2.5 cm) fromi the Floor to the Bottom of the Drain 3-1/2" F (8 9 cm) Product Diagram 2-7/8" (7.3 cm) 3" (7.6 cm) SUNWARD® BUBBLEMASSAGETM BATH Page 2 of 2 1079336-4-C THE BOI D LOOK GE KOHLER. GENERAC® QUIETSOURCE® SERIES STANDBY GENERATORS 27 kW INCLUDES: • Generac Naturally Aspirated Gaseous Fueled 2,4L Engine • Two Line LCD Tri -lingual Digital Nexus TM Controller • Isochronous Electronic Governor • Closed Coolant Recovery System • Smart Battery Charger • UV/Ozone Resistant Hoses • -±1% Voltage Regulation • Natural Gas or LP Operation • UL 2200 Listed Liquid -Cooled Engine Generator Sets Standby Power Rating Model QT027 (Gray) - 27 kW 60Hz c LISTED US ENER GOOb• " HOUSEKEEPING • QUILT TE Meets EPA Emission Regulations FEATURES O INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of GENERAC'S success in "IMPROVING POWER BY DESIGN." But it doesn't stop there. Total commitment to component testing, reliability testing. environmental testing, destruction and life testing, plus testing to applicable CSA, NEMA, EGSA, and other standards, allows you to choose GENERAC POWER SYSTEMS with the confidence that these systems will provide superior performance. O TEST CRITERIA: PROTOTYPE TESTED SYSTEM TORSIONAL TESTED NEMA MG1-22 EVALUATION MOTOR STARTING ABILITY O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. An unequalled ±1% voltage regulation. O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. O GENERAC TRANSFER SWITCHES. Long life and reliability are synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. GENERAL' eLumit - Fixture Schedule Lighting Fixture Schedule Fenneman Residence Type 8 EXTI EXT2 8 EXT4 EXT3 EXT5 EXT6 EXT7 1 robert singer and associates 655 east valley road suite 200 basalt, CO 61621 United States Mfr/Catalog # USA Illumination N10RDT-BM- GU537-10-F-IC1-12V-* Description: 2.5" recessed halogen accent light with 1-MR16 50W max lamp. Hammerton CH8060 Description: Hammerton OD8033 Description: Hammerton CL8045 Description: Lucifer ISL-ALED-3K-B-NL, w/PSA-60-12H Description: Recessed Steplight Lucifer BOL -INT -ACT-*-**, ISL-ALED-3K-*-L Description: Pathlight Cooper Ltg - Lumiere 203- 50MR16-12-**-DIF, w/TM04-* Description: Surface -mounted halogen landscape light with 1-MR16 50W max lamp. Lamping 1 - GE Precise Q50MR161C/, SPREAD TBD 8 - 75W Edison 120 1 - 100W Edison 120 2 -60W Edison 120 1 - 3000°K Warm White LED Included Page 1 of 1 Notes Location: Exterior Downlight Trimed fixture, Refer to installation instructions. Contractor to paint trim to match ceiling color. Location: Exterior Pendant Location: Exterior Sconce Location: Exterior Pendant Location: Exterior Steplight Location for remote power supply to be determined on site. Refer to Lighting Plans for locations of remote power supplies. 1 - 3000°K Warm White LED Location: Exterior Pathlight Included 1 - GE Precise Q50M1316/C/, SPREAD TBD Location: Exterior Tree Lights Remote transformer location by EC. Recommend Semper FI Transformer. 1' PROJECT: Fenneman Residence DATE: 8/10/2010 CATALOG #: N10RDT-BM-GU537-10-F-IC1-12V-* LAMP: GE Precise Q50MR16/C/, SPREAD TBD TYPE: B Page 1 of 2 NANOLUMEN® Downiight Trim Round - 1" Regress • N1ORDT / N1 ORDL Pian Yaw LUMINAIRE INFORMATION APPUCATWGN: Accent luminaire far Residential, Commercial, Retail or Hospitality environments. MATERIALS: Trim: Precision die cast body with durable UV -stabilized powder coating. Reflector. Twist and lock interchangeable reflector system allows for Plexi bitty while maintaining design consistency. Spun ,and faceted aluminum, Available in 10° 20° 35° 60° and 60° distribution. Reflector not available in MR16 & MHMR16 lamps. Trim Lens: Solite is standard unless option is specified. Baffle Options: High temperature nylon. BM • Black Matte Baine WM - White Matte Baffle 8V - Black Vertical Groove Baffle WV - White Vertical Groove B stile 25S" 0 3'Y•0 HOW TO SPECIFY LAMP: (not included) Captive tamp assembly rotates to provide easy access for relamping, without separating components. 20W T4.5 68.5 39WT4.5G8.5 70W T4.5 08.5 20WT4GU6.5 39W 74 6116.5 22W COM-Trn PGJ5 39W CDM-Tm PGJ5 20W MHMR16 GXIO 39W MHMR16 GX10 71W MR16 61)5.3 max. 10° CEILING CUT OUT: 3,/e0 giii. N1OROLITrimlessj DOWNUGIITTRIM FEATURES Slide and Twist Setaenping Twist and Lock 6eerckanptbra Rehaetsr pie Gat Body LISTINGS: 'Dry/Damp for Trimless and all MRI6 and 70W T4.5. All others are Wet under covered ceiling. cr••cn IBEW union made. NOTES: • Maximum ceiling thickness up to 11/r See housing matrix an back for exceptions. • Maximum 2 Iens options in MR16 end MHMR16, all other lamps Max. 3 Iens options. • Housing included with trim. • Not available for use with ES16Iamps. • Trimless for drywall installation only • Trimless not available in acoustical ceilings. Trial Mounding Clips Trim - Baffle Options (Trim) N1ORDT (Trimlessf NIORDL BM • Black Matte Baffle WM • White Matta Baffle BY • Black Vertical Groove Baffle WV • White Vertical Groove Baffle - Lamp/Wattage - Reflector Trim Finish Optional Trim Lens - Housing - Voltage G152.20W T4.5 0153.39WT4.5 067.70W 14.5 0US52. 20W 74 GUMS • 30W 14 PGJ52.22W CDM-Tm PGJS3.39W CRM-Tm GXt02.20W MHMR16 0X103 -39W MHMR16 GU537 • 71W MRI6 max. RNTMO- 10' Distribution RNT42O - 20' Distribution RNT435 - 35 Distribution RNTON - 10 -Whits 21- Black 21 • Metalized Grey NAL - Special Color OO Distribution Reflectors not available in MR16 and MHMR16lamps. standard sinless option is specified B - Frosted Borosilicate F - Frosted L - Linear Spread P - Prismatic Spread U • Dptivex Anti UV Accessorise BP55 Nc11 N C63 HC65 NC71 N C73 N C75 IC1 IC3 ICS 120V 277V HOUSING DETAILS on :averse side 5627-27'C•Channel 0652 -52'C -Channel 611- Emergency Relay IMRI61 DIM1MH-MH0-I0V Dimming Ballast MKI - Bodine Are Keeper MH Emergency LP • MH Lamps (Contort factory) USAI® www.ussilighting.com info xusailiphring.com 112e River goad New Windsor, NY 12553 T 546-685-8500 F1345-551-1130 2a1O- USAI, LLC. All rights reserved. All designs prowled by eepyrinht. ;ILA i; 151?Ji,t_1 t I.. INC PROJECT: Fenneman Residence DATE: 8/10/2010 t CATALOG #: N10RDT-BM-GU537-10-F-1C1-12V-" LAMP: GE Precise Q50MR16/C/, SPREAD TBD TYPE: B Page 2 of 2 NANOLUMEN® Housings for use with Nano Lumen Downlight Trims - Round HOUSING FEATURES • Easy adjustment aperture plate that allows ceiling thickness adjustment from 1/e" to 1I/r. See housing matrix for details. • Patent pending 'Slide & Replace" easy ballast replacement • Quick connectors on all wire connections. • Universal housing style allows the ability to swap trim styles between Downlight, Adjustable end Wall Wash. See Plug -and -Play limitations on matrix below. • Fabricated of 20 ga. black powder coated steel with thou wire J -box, 2 in 2 out at min. 90°C, #12 AGW thru branch circuit wiring. TRANSFORMER: (MR18 Lamps) Low voltage solid state electronic. Note: Due to transformer! dimmer match some dimmers may cause transformer hum. Check with dimmer manufacturer for suitability. BALLAST: (MH Lamps) Solid state electronic. Dimming option 0.10V down to 50%. HOUSING INFORMATION • See limitations below SP55 NC61, NC63, NC65 NC71, NC73, NC75 IC1, IC3, IC5 VOLTAGE: Specify 120V or 277V. CEILING CUT OUT: 311i 0 LISTINGS: Dry/Damp for Trimless, Adjustables end all MR16 and70WT4.5. All others Wet under covered ceiling. !DEW union made. NOTES: • Maximum ceiling thickness 11/t'. See matrix for ceiling thickness options. • Housing included with trim. • Trimless for drywall installation only • Trimless not available in acoustical ceilings. New Construoion - All lamps Naw Construction - All lamps except 14.5 SP55 • DL only (Max. Ceiling Thickness -11/n7 Or 13'h" NC61-CIL/ ADJ/WW (Max. Ceiling Thickness -1/O) NC63- OL/ ADJair /WW (Max. Ceiling Thickness • 11/4") NC65 - O Li ADJ 20° iMax. Cei ing Thickness - 0 16'/." Order housings withjrirns on reverse side. SY., 137." New Construction - T4.5 lamps only NC71-DL/ADJ/WW (Max. Ceiling Thickness -ale") NC73 • DI/ ADJ 30° / WW (Max. Ceiling Thickness -11r4) NC75• DL/ADJ 20° (Max. Ceiling Thickness -11/ ") 16'/." IC /Airtight - 50W max. MR16 only IC1-DL/ADJ/WW (Max. Ceiling Thickness -r/s'( IC3-OLfADJ30°/WW (Max. Ceiling Thickness • 11/4 IC5 - DL / AOJ 20' (Max. Ceiling Thickness -11/21 13'6" 17.6" Ths" 12" USAI® www.osaiI,9Io ng corn 1126 River Road info 9,usailighting.cow New Windsor. NY 12663 T 845-565-6500 F845-461-1130 '1.2010. USN. LLC. All rights teservad. All designs proiecled uy copyright. 'r? f I J: E.i' c;'6 C.t f I i :_ Ifd'; 3' PROJECT: Fenneman Residence DATE: 8/10/2010 CATALOG #: CH8060 LAMP: 75W Edison 120 HAMM F4R-.l N TYPE: EXTI Page 1 of 1 Chandeliers www, h'arnmerton.com - CH8060 Shown as: Finish: Standard Antique Bronze Options: Dark Mica Motif: N/A Options: Finish: 'Standard -Antique Iron Lens: Mica -Dark 36 Size: One Size: H:44" W.36" D:36 Chalnllod: 6' of 114" Electrical: 6-75 Watt Edison 120 Mounting: Hardware Packet A Diffuser. Bottom Diffuser Same as Lens Weight: 160 lbs Standard -Antique Iron_ �' apt •%';5fs?• i sir uLtitIt_: irvr. PROJECT: Fenneman Residence DATE: 8/10/2010 -1 CATALOG #: OD8033 LAMP: 100W Edison 120 TYPE: EXT2 & EXT4 Page 1 of 1 HAMM17.RTGNTM Outdoor Sconces w W W. h a m m e r ton.;coYn OD8033 Shown as: Finish: Standard Antique Iron Options: Light Mica Motif: N/A Options: Finish: Lens: Mica -Dark 8 — Size: One Size: H:15" W'8° D:10 Electrical: 1-100 Watt Edison 120 Mounting: Hardware Packet D UL Rating: Damp Weight: 13 Ins )bVi i . INC.. t l ,`,r.'..:ii E.:' INC PROJECT: Fenneman Residence 11*it DATE: 8/10/2010 CATALOG #: CL8045 LAMP: 60W Edison 120 TYPE: EXT3 Page 1 of 1 HAMM ERTGN Ceiling Lights www.hamnier-ton.corn CL8045 Shown as: Finish; Standard Antique Iron Options: Light Mica Motif: N/A Finish: Standard -Antique Iron Options: Lens: Mica -Dario 18 to DI ❑ 0 7 Size: One Size: H:7" W:18" D:18 Electrical: 2-60 Watt Edison 120 Mounting: Hardware Packet L Diffuser: Bottom Diffuser Same as Lens Weight: 35 Ms i-. r�r_i•' I- 1' PROJECT: Fenneman Residence DATE'. 8/10/2010 CATALOG #: ISL-ALED-3K-B-NL, w/PSA-60-12H LAMP: 3000°K Warm White LED Included I M PACTTM ISL-ALED RECESSED LUMINAIRE TYPE: EXT5 Page 1 of 3 DESCRIPTION A General Regressed LED with rectangular aperture for tow glare, energy efficient, path, step and accent lighting; suitable for dry or wet, interior or exterior applications B special Features Dimmable 3W AC LED (dimming by power supply); LED/heat sink modute is replaceable C Effects Devices Provided with sealed spread lens; consult factory for availability of color gels D Mounting Optimum 18" (457mm( above walking surface; 36" (914mm)on-center E Retention Torsion spring clips secure fixture into back box, mounting plate or appropriately sized cut-out; countersunk set screws on Locking version 0- 1.70' 43mrr 40mm 2.59' 66mm 0 2,75.. 70mrn 1.57" 40mm--I .125" 3mm TECHNICAL CONSTRUCTION Aluminum, stainless steel or bronze depending on finish ELECTRICAL The system requires a proprietary remote driver assembly (PSA -60-12H dimmable power supply with hardwire transformer or PSA -60-12P plug-in transformer, each order separately]. The power supply may be installed up to 40 ft. from the Luminaires. Each power supply is capable of powering up to 18 luminaires. See page 3 for AC power supplies. MOUNTING See page 2 for mounting options. LED The standard 3W AC LED is available in color temperatures of 3000 °i( (13.8 lm/watt) and 4700 CK. Average rated lamp life of 50,000+ hours. LISTING ETL Listed for dry/damp and wet locations; CE marked; IP65 rated WARRANTY Manufacturer's one year warranty guarantees productls) listed to be free from defects in material workmanship under normal use and service. Warranty is conditional upon use of manufacturer supplied transformer or ballast. ORDERING INFORMATION (fitting) 15L-ALED i SERIES : !COLOR TEMP ISL-ALED 3K 3000°K EK 4700°K .FINISH A NA w B c IG NBR 55 BR Brushed Aluminum Natural Aluminum White Powdercoat Black Powdercoat Chrome Industrial Gray Natural. Bronze Brushed Stainless Steel Brushed Bronze Example: ISL-ALED-3K•NBR-N L LOCKING NL Non -Locking L Locking LUCIFER L.II-1 Tfi\fC9 COM'ANY 10729041 lociferlighting.cem 02009 Lucifer Lighting Company As part of its policy of continuous research and product development. the company reserves the right to change or withdraw specifications without prior notice. page 1 3750 1H35 North San Antonio, Texas 78719 [PH) +1-210-227-7324 IFAXI+t-270-227-4967 PROJECT: Fenneman Residence DATE: 8/10/2010 it CATALOG #: ISL-ALED-3K-B-N L, w/PSA-60-12H LAMP: 3000'K Warm White LED Included TYPE: EXT5 Page 2 of 3 IMPACTTM MOUNTING OPTIONS 15L - ALE U DESCRIPTION COLLAR ISSL-RM, SSL -CCI .69 Steel collar for mounting Impact directly into drywall/plasterboard (SSL -RM) or 2,49" 63mm 'mrn into a cavity or bore (SSL -CC). Requires use of separate power supply. 55L-BBTA Steel powered back box which can be roughed in drywall/ plasterboard, then to receive fitting, which is easily removable. SSL-BBTA IACI includes integral 120V primary, 12V secondary, 75W dimmable conventional electronic transforer. SSL -BB Aluminum non -powered back box which can be roughed in drywall/ plasterboard, then to receive fitting, which is easily removable. Concrete -pour rated. Requires use of separate power supply. MOUNTING PLATE (SSL -MPI Stainless steel flange for mounting Impact without a back box. Requires use of separate power supply. 8.75" 222m 2.4" 3.6" 117mm i 41mm SSL-BBTA 3" 76mm fixture centerline 4.69" 119mm 2.82" 2" L SSL -BB SSL -RM 2.44" 62mm25mm SSL -CC .69" .69" 18mm 3.4J 18mm y 86mm 5" 127mm SSL -MP 3.9" 2.0,. 50.8mm 99mrn ORDERING INFORMATION tmountingl ;MOUNTING OPTION SSL -RM Remodel Collar Ifor mount in drywall 55L -CC Cavity Collar Icor mount in bore; screw-in or glue -int SSL-BBTA Powered Back Box Assembly for ISL-ALED SSL -BB Non -Powered Back Box Assembly SSL -MP Mounting Plate Only LUCIFER LIM-II-NU COMPANY 10729091 luciferlighting.com 182009 Lucifer Lighting Company 375011135 North As part of its policy of continuous research and product San Antonio, Texas 78219 development, the company reserves the right to change IP111+1-210-227-7329 or withdraw specifications without prior notice. [FAX]+1-210.227-5967 pap 2 r t: is r- ?'' J.?i l" ', T,:,.,L [:[i• LY•.., 1P1t:, PROJECT: Fenneman Residence DATE: 8/10/2010 %1 CATALOG #: ISL-ALED-3K-B-NL, w/PSA-60-12H LAMP: 3000°K Warm White LED Included TYPE: EXT5 Page 3 of 3 POWER SUPPLY OPTIONS ISL-ALED PSA -60-12P Power supply for plug-in applications, Class 11 120V primary, 12V secondary, 60W capacity electronic transformer. PSA -60-12H Dimmable power supply for hardwire applications. Consists of a steel compartment with integre( conventional Class 11 120V primary, 12V secondary, 75W capacity etectronic transformer. Integral terminal block allows for wiring of up to 18 luminaires. PSA -DB Non -powered distribution box recommended for power management if plug-in power supply is chosen. Steel compartment includes integral terminal btock which allows for wiring of up to 18 luminaires, PSA -60-12P PSA -60-12H 2.3" 5amm PSA -0B 102 mm 1b2mm ORDERING INFORMATION Ipowersupply) :POWER SUPPLY OPTION • • • • PSA -60-12P Plug-in transformer PSA -60-12H Dimmable power supply with hardwire transformer P5A-D8 Distribution box for use with plug-in transformer LUCIFER LI i 1"fi3lra cDMPANY 1072909] luciforllghiing.com 02009 Lucifer Lighting Company As part of its policy of continuous research and product development, She company reserves the right to change or withdraw specifications without prior notice. Page 3 3750 IH35 North San Antonio, Taxas 78219 IP113 ♦1-210-227-7329 /FAX) +1-210-227-4967 i J4 PROJECT: Fenneman Residence 11 DATE: 8/10/2010 CATALOG #: BOL -INT -ACT *-**, ISL-ALED-3K-*-L LAMP: 3000°K Warm White LED Included BOLLARD BOL Ddl TYPE: EXT6 Page 1 of 5 DESCRIPTION A General Freestanding mount for use with Stealth or Impact a Special Features Receives fitting for flush installation C Mounting Bollard secured to base with supplied screws; specify base for bolt -down, stake -down, or j -bolt concrete pour [see page 21 D Fitting Torsion spring clips retain fitting at optimum 18" (457mm) above walking surface; recommended 36" (914mm1 on -center when using multiple Bollards Construction Bollard body is extruded aluminum with stainless steel internals; consult factory for availability of custom Bollard body extrusion dimensions 3" 76mm fixture centerline *Standard Bollard height is 21.13" 1537mm); consult factory for custom heights; minimum height for remote powered Bollard is O+I 9" (229mm1; minimum height for integral powered Bollard is 14" [356mm1 Electrical 1 Bollard may be specified for use with remote power supply [BOL -REM) or to include integral AC power supply (for Bollard 1 use with ISL-ALED or SSL-ALED) or DC power supply lfor Bollard 1 use with SSL-DLED) 1 BOL -INT -ACT includes integral 120V primary, 12V secondary, 3.5W dimmable torroidal transformer 1 BOL -INT -ACE includes integral 120V primary, 12V secondary, 60W dimmable conventional electronic transformer L. BOL -INT -DC includes integral, non -dimmable 120V -240V primary, 350mA 11 W) secondary DC LED driver Listing Bollard, Stealth and Impact are ETL listed for dry/damp and wet Locations; CE marked; IP65 rated O 21.13" L.0 537mm 1 3" 76mm 3" 76mm ORDERING INFORMATION BOL BOLLARD :POWER SUPPLY jFINISH BOL REM Remote A Brushed Atuminum INT -ACT Integral 3.5W torroidal transformer NA Natural Alum+num INT -ACE Integral 60W electronic transformer W White Pewdercoat INT -DC Integral 350mA 11W) DC power supply B Black Powdercoat CF Custom Finish CP Custom Plate Example: BOL -REM -A -BD BASE TYPE !see page 21 BD Bolt -down (fasteners not included) SD Stake -down CP J -bolt tor concrete pour CUSTOM HEIGHT Minimum height tor remote powered Bollard is 9" 1229mm1: minimum height for integral powered Bollard is 14" 1356mm1 LUCIFER L lE—[TINt'"a COMPANY [0714101 luciferlighting.com 02010 Lucifer Lighting Company 137501H35 North As part of its policy of continuous research and product San Antonio, Texas 78219 development, the company reserves the right to change IPH1.1-210-227-7329 or withdraw specifications without prior notice. WAX) +1-210-227-4967 page 1 1Ciirti 1 L.,, 1?•it: 1' PROJECT: Fenneman Residence DATE: 8/10/2010 CATALOG #: BOL -INT -ACT-* **, ISL-ALED-3K-*-L LAMP: 3000°K Warm White LED Included TYPE: EXT6 Page 2 of 5 BASE TYPES (TEMPLATE IS TO SCALE' Upon final mounting to base, Bollard may be oriented in 90° increments. Confirm one side of temptate meets desired alignment to lighting surface ensuring final Bollard orientation. (Confirm template meets stated dimensions before use.) BOLT -DOWN Base is bolted directly onto mounting surface, then accepts Bollard. STAKE -DOWN Base is staked into the mounting surface. then accepts Bollard. CONCRETE POUR Base features integral zinc -plated J -bolts for secure concrete pour mounting, then accepts Bollard. Stainless steel J -bolts avaitable upon request for additional fee. BOLT -DOWN 69mm 69mm 0.28" 7.1 mm 2.73" 69mm STAKE -DOWN 2.73" 69mm 2.73" 69mm J 0 .88" 22mm 11 1,75" 44.5mm J -BOLT CONCRETE POUR I � 2.73" 2.73" 69mm 69mm 1.75" 44.5mm LUCIFER LIlHTIN 5 COMPANY 10714101 lucifertighting.com 02010 Lucifer Lighting Company 13750 1H35 North As part of its policy 01 continuous research and product San Antonio, Texas 78219 development, the company reserves the right lo change [ PHI +1-210-227-7324 or withdrew specifications without prior notice. I FAX( +1-210-227-6967 page 2 t l'•' lid :FI:..... ...) ,;E1 -`', ],'1C 1' PROJECT: Fenneman Residence t1 DATE: 8/10/2010 CATALOG #: BOL -INT -ACT-*-**, ISL-ALED-3K-*-L LAMP: 3000°K Warm White LED included TYPE: EXT6 Page 3 of 5 FITTINGS A General (Stealth) Regressed LED with slot aperture tor energy efficient path, step and accent lighting General (Impact) Regressed LED with rectangutar aperture tor energy efficient path, step and accent lighting BSpecial Features Dimmable 3W AC LED (dimming by hardwire electronic power supply PSA -60-12H, see pg.41; LED/heat sink module is replaceable; LED average rated life is 50,000 hours Dimmable 1W LED available in Stealth only [dimming by hardwire electronic power supply PEA -LED -350 -10 -1 -1 -DIM, see pg.51; LED/heat sink module is replaceable; LEO average rated life is 50,000 hours; alternate LED colors may be substituted, consult factory for options (SSL-DLED only) C Effects Devices Provided with seated spread tens (linear spread on Stealth); consult factory for availability of color gels DRetention Torsion spring clips secure fixture into back box, mounting plate or appropriately sized cut-out; additional set screws included with locking version Lumen/Watt (AC Fittings) Stealth 3000 °K 9.3 lm/watt Impact 3000 °K 13.8Im/watt Construction Fittings are aluminum, stainless steel or bronze depending on finish IMPACT 2-75" 70mm F-- 2.59" 66mm --J 125"1 3mm 1.57" 40mm--1 AC STEALTH 0 - - ( .94" 24mm O — 1- 1.60" 41mm—I 1— 2.59" 66mm —� . 25" 3mm 2.75.. 70mm 1.57' 40mm-1 DC STEALTH 2.59" 66mm 2.75" 70mm 3mm l --1-57" 4Omm- ORDERING INFORMATION [fitting) SERIES SSL-ALED AC Stealth ISL-ALED AC Impact COLOR TEMP J - ,FINISH OK 3000°K A Brushed Aluminum 5K 4700°K NA Natural Aluminum W White Powdercoat 55L-DLED OC Stealth OK 3300 °K B Black Powdercoat 5K 5400 °K CF Custom Finish CK Custom Color EP Custom Plate Example: ISL-ALED-3K-A-NL .'LOCKIN0 • • • NL Non -Locking L Locking LUCIFER L_I I- Tff\i CE]M ANY [071410] Iuclfertlghting.com 02010 Lucifer Lighting Company l 37501035 North As part of its policy of continuous research and product San Antonio, Texas 78219 development, the company reserves the right to change (PH) .1-210-227-7329 or withdraw specifications without prior notice. [FAX] .1-210-227-4967 page 3 PROJECT: Fenneman Residence DATE: 8/10/2010 CATALOG #: BOL -INT -ACT-* **, 1SL-ALED-3K-*-L LAMP: 3000°K Warm White LED Included TYPE: EXT6 Page 4 of 5 REMOTE AC POWER SUPPLY OPTIONS 11101111 PSA -60-12P Power supply for plug-in applications, Class II 120V primary, 12V secondary, 60W capacity electronic transformer (non dimmable!. PSA -60-1214 Dimmable power supply far hardwire applications. Consists of a steel compartment with integral conventional Class II 120V primary. 12V secondary, 60W capacity electronic transformer and integral terminal block. 18 luminaires may be wired to any one power supply, with a maximum of 9 per channel IA or 131, in either a home run or parallel method. PSA -DB Non -powered distribution box recommended for power management if plug-in power supply is chosen. Steel compartment includes integral terminal block. 18 luminaires may be wired to any one power supply, with a maximum of 9 per channel IA or B), in either a home run or parallel method. PSA -60-12P PSA -60-12H 2.3" 58mm PSA -DB 102 mm \ — /102mm ORDERING INFORMATION [power supply) :POWER SUPPLY OPTION • • • • PSA -60-12P Plug-in transformer {non dimmable) PSA -6O-1214 Dimmable power supply with hardwire transformer PSA -OB Distribution box for use with plug-in transformer LUCIFER t"ICHTINCi COMPANY 10704101 tuciferlig hting.com 02010 Lucifer Lighting Company As part of its poticy of continuous research and product development, the company reserves the right to change or withdraw specifications without prior notice. page 4 3750 IH35 North San Antonio, Texas 78219 IPH3.1-210-227-7329 [Flit) .1-2I0.227-4967 • F n(!tSro�` c 1."i i €Pl'�-1 I _,�. 1)r If I PROJECT: Fenneman Residence DATE: 8/10/2010 it CATALOG #: BOL -INT -ACT-* **, )SL-ALED-3K-*-L LAMP: 3000°K Warm White LED Included TYPE: EXT6 Page 5of5 REMOTE DC POWER SUPPLY OPTIONS ROI PSA -LED -350-10-H Non -dimmable power supply for hardwire applications. Consists of a steel compartment with integral conventional Class 11120V primary, 350mA 11 OW max) secondary LED driver. Capable of powering up to 4 luminaires in either a home run or paratle( method. PSA -LED -350 -10 -H -DIM Dimmable power supply for hardwire applications. Consists of a steel compartment with integral conventional Class II 120V primary, 350mA [IOW max) secondary LED driver. Capable of powering up to 9 luminaires in either a home run or parallel method. PSA -DB Non -powered distribution box. Steet compartment includes integral terminal block which allows for wiring of up to 9 luminaires in either a home run or parallel method when used in conjunction with a Class II 120V primary, 350mA 110W maxi secondary LED driver. 58mm Y 4.7" 120mm PSA -LED -350-10-H .3 2.3" 58mm 120mm PSA -LED -350 -10 -H -DIM 2.3" 58mm PSA -DB ORDERING INFORMATION {power supply) :POWER SUPPLY OPTION PSA -LED -350-10-H Non -dimmable hardwire power supply PSA -LED -350 -10.N -DIM Drmmable hardwire power supply PSA -DB Distribution box for wiring of multiple luminaires LUCIFER LTUF—HTit J COMPANY 10714101 Iluciferlighting.com Ci2010 Lucifer Lighting Company As part of its polity of continuous research and product development, the company reserves the right to change or withdraw specifications without prior notice. page 5 3750 IH35 North San Antonio, Texas 78219 [PH] +1-210-227-7329 [FAXI +1-210.227-4947 PROJECT: Fenneman Residence 11 DATE: 8/10/2010 CATALOG #: 203-50M R 16 -12 -**-DIF, w/TM04-* LAMP: GE Precise Q50MR161C1, SPREAD TBD DESCRIPTION Cambria 203 is an ultra -compact low voltage LED and halogen MR16 fixture. It is available with a fully adjustable side swivel stem 1203, 203 -FL), an adjustable center rear swivel (203 -CRS( or a stationary rear flush mount (203 -FM). Various lenses, louvers and color or dichroic filters can ba combined - up to three at once - to create multiple lighting effects. Lumiere's exclusive Siphon Protection System (S.P.S.) prevents water from siphoning into the fixture through it's own lead wires. SPECIFICATION FEATURES Catalog # Project Comments Prepared by TYPE: EXT7 Page 1 of 4 LUMIERE' �nnryY A ... Material Housing, hood and mounting stem are precision -machined from corrosion -resistant billet stock 6061.76 aluminum, C350 brass, C932 bronze, C110 copper or 303/304 stainless steal. B ... Finish Painted Fixtures constructed from 6061 -TE aluminum are double protected by a chemical film undercoating and polyester powdercoat paint finish, aurpassing the rigorous demands of the outdoor environment. A variety of standard colors are available. C ... Brass, Bronze, Copper or Stainless Steel Fixtures constructed from brass, bronze, copper or stainless steel are left unpainted to reveal the natural beauty of the material. Brass, bronze and copper will patina naturally over time. D ... Hood Hood is removable for easy relamping and accepts up to three internal accessories at once 'lenses, louvers, filters) to achieve multiple lighting effects. Model 203, 203 -CRS & 203 -FM: Weep holes prevent water and mineral stains from collecting on the lens, even in the straight -up position. Model 203 -FL: The flush lens design reduces fixture length, minimizes debris collection and prevents water and mineral stains from collecting on the lens. a2 -u4 4-1/Y n 14mm1 Cambria 203 Stade Swivel 1.3IC (44mm] Z-114\/ 157mm Ix3-5I8' f - ls2mml —� 1-3/4" Cambria -• 144mmI 203 -FL (Flush Lem/ Side Swivel Stem f• COOPER Lighting wwwconpedighliry rnm E ... Gasket Housing and hood are sealed with a high temperature silicone o -ring gasket to prevent water intrusion. F ... Lens Tempered glass lens, factory sealed with high temperature adhesive to prevent water intrusion and breakage due to thermal shock. G ... Mounting Stem Model 203 and 203 -FL include fully adjustable side -mounted swivel stem, providing 340' tilt and 360° rotation for easy aiming. Center rear swivel 1203 -CRS) or stationary rear flush mount (203 -FM) models are also available. All models include 112" NPS threaded male fitting. Stainless steel aim -locking mechanisms are standard (not available on 203 -FM). Lumiere's exclusive Siphon Protection System jS.P.S.) prevents water from siphoning into the fixture through its own lead wires. H ... Hardware Stainless steel hardware is standard to provide maximum corrosion -resistance. ... Socket Ceramic socket with 250° C Teflon® coated lead wires and GU5.3 bi-pin base. 02-114•' 157mml _ 5-318- 1137mmI Cambria 203- RS 'Canter Rear Swlvali 1-718• i48mml J ... Electrical Remote 12V transformer required (not included). Transformers used in conjunction with LED's must be magnetic only, not electronic. Available from Lumiere as an accessory • see the Accessories & Technical Data section of the catalog for details. NOTE: initial power draw on LED equipped fixtures is 15 watts. When sizing transformer use 15 watts per LED fixture. Nominal power draw after start up is 12 watts, Also, LEDs are more voltage sensative than standard halogen MR16 lamps, The LED madute is designed to operate between 10 and 13 volts. Any less or more voltage can cause premature failures. K ... Lamp Halogen lamp not included. Available from Lumiere as an accessory -see reverse side for details and catalog logic. Due to the onboard thermal feedback control circuitry, LED modules are non -dimmable. LED modules are included and are available in three color temperatures (warm, neutral, and cool) and three distributions (spot, narrow, and flood). Both color temperature and distribution must be specified when ordering - see reverse side for details and catalog logic. L ... Labels & Approvals UL and cUL listed, standard wet label. 1P65 rated. Manufactured to ISO 9001-2000 Quality Systems Standard, MEW union made. Approved by New York City Dept. of Buildings, Bureau of Electrical Control for use in NYC, NY. M ... Warranty Lumiere warrants its fixtures against defects in materials & workmanship for three (3) years. Auxiliary equipment such as transformers, ballasts and lamps carry the original manufacturer's warranty. Specifications and Dimensions subject to change without notice. Coneuh your reprosenitlive for EdditIonal opt,ons End finishes. CAMBRIA 203 12W LED 50W (max.) MR16 LED Halogen Low Voltage Accent/Flood IP65 A[)L032452 0 2118,2 01 0 12:02:51 I'M IMAM PROJECT: Fenneman Residence DATE: 8/10/2010 CATALOG #: 203-50MR16-12-**-DIF, w1TM04-* LAMP: GE Precise Q50MR161C1, SPREAD TBD ORDERING INFORMATION TYPE: EXT7 Page 2 of 4 CAMBRIA 203 Sample Namber. 213.FL•50MR18.12•NCP S.rles 203=LED Cambria Accent Fixture Construction Standard Side Swivel Stam. 112" NPS CRS' Center Rear Swivel Stem, 12' NPS FM: Rear Flush Mount, 1/2" NPS FL: Flush Lens. Side Swivel Siam, 12" NPS Soure. sgsten a0MRFs: SOW Max Halogen MR16. GU5.3 Bala LER 12WLEDB: 12W Warm LED Spot Optic. G115.3 Base 12NLEDS: 12W Neutral LED Spot Optic. 12U5.3 Base 12CLEDS=12W Coal LEO Spot Ophe, Gt15.3 Base 12WLEDN=12W Warm LED Narrow Opec, GUS Base 12CLEDN=I2W Cool LEO Narrow Optic, 005.3 Base 12WLEDW=12W Warm LED Wide Optic. GU5.3 Base 12NLEDW=12W Neutral LED Wide Optic, GU5.3 Base 12CLEDW=12W Cool LED Wide Optic, GU5.3 Baso 12NLEDN=I2W Neutral LED Narrow Optic. 0115.3 Base LAMP INFORMATION Voltage 12=12V Finish paled BK' Black BZ' Bronze CS: City Silver VE• Verde yip White et NBR' Brace NBZ' Bronze NCI.- Capper MSS= Stainless Steel Accessories F1Paach 2eM01c Fitter. 2.00" Dia F73. Gear Dinvate Fier 2 00' Dia F7se Yellow Didactic Flllw. 2.00' Da F77: Dark Blue Dlduok Flaw. 2.00' Dia F7a: Neutral Density Owen* Filter. 2.00' Dla 622: Red Color Flder. 2.00" Dia 544: Oreen CNN Flitter. 2.00' Dia Fee: Mercury Vapor Calor Filter, 200.013 pausal Lerman LOL: linear Spread Lens (elongate attendant beam spread). 2,00• Dia DiF: D4lueed Lens tpM40e even IMenina0on). 2.00- Dia 0psicel Lome LVR: Hex cell Louver (reduce stare). 2.00' Ota Lamas Epre 20W 55010 GU5.3 01.Pin Vary Narrow 5pal DAB( 20 W MR16 GUS] EISPin Flood FRA: 35W MR 16 0115,2 Eli -Pat Spot e317=50W MR16 GU5 3 65An Narrow spot ERN=50W Ft 15 GU5.3 01.Pin Flood 022=Armor Dkhrrwo Filter. 2.00- Oe F74: Medium Slue pichrok Filter. 2.00' Dia Flo= Rod Di:Wok Filter, 2,00' Dia 07a7 Lfght Blbe Did,oc kiwi. 2.00" Dia Page Magenta Dkhmlc Filler. 2.00' Dia Fsse Nue Cela Filter, 2.00 -Ora Fab' Yellow Color Mee. 2.00" Dia Dat.: Overall's/need Lens (Increase beam spread), 2.00• Die E S)t= 2014 MR15 01.15 .3 Si -Pin Narrow Spat FRS: 35W 1,41310 005,3 51 -Pin Narrow Spat FMW: 15W 0.1016 GU5.3 6I -Pin Flood E xz=SOW MR15 0115.161 -Pin Narrow Flood FNV=50W MR16 01J5.3 ei.Pin Very Wide Flood Lamp 12WLEDS ANSI Code Watts Beam Spread 12 CBCP •K 11398 3000 Life (hrs.) 50000 Base Volts GU5.3 bi-pin 12 12NLEDS 12 7° 13726 4300 50000 GU5.3 bi-pin 12 12CLEDS 12WLEDN 12NLEDN 12 12 12 7° 19° 18° 14567 1150 1495 6300 3000 4300 60000 50000 60000 GU6.3 bi-pin GU5.3 bi-pin GU5.3 bi-pin 12 12 12 12CLEDN 12WLEDW 12 19° 1794 6300 12 25° 1066 3000 50000 GU6.3 bi-pin 12 50000 GU5.3 bi-pin 12 12NLEDW 12CLEDW 60MR16/NSP 50MR16/NFL 50MR16/FL 60MR16/WFL EXT EXZ EXN 50 FNV 50 12 12 50 50 25° 25° 120 25° 40° 60° 1414 1481 11,000 3200 2000 1200 4300 6300 3050 3060 3050 3060 60000 50000 4000 4000 4000 4000 GU5.3 bl-pin G U5.3 bi-pin GU5.3 bi-pin GU5.3 bi-pin G U5.3 bi-pin GU5.3 bi-pin 12 12 12 12 12 12 NOTE: Inferior quality lamps may adversely affect the performance of this product. Use only name brand lamps from reputable lamp manufacturers. COOgiR Lighting Specifications and Dimensions subject to change without notice. levrwc00pedighleng.cam Lumiere • Guatomer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770488.4800 • FAX 770.486.4801 AOL032452 02/18/2010 12:52:61 PM PROJECT: Fenneman Residence aDATE: 8/10/2010 CATALOG #: 203-50MR16-12-**-DIF, w/TM04-* LAMP: GE Precise Q50MR16/C/, SPREAD TBD PHOTOMETRIC DATA TYPE: EXT7 Page 3 of 4 Cambria 203 Cone of Light Lamp=50MR181NSP Distance to (EXT) Illuminated Plane CBCP=11,000 15.0• 18'0" 6'0" 6'0" 4'0' Cambria 203 Lamp=50MR16/FL (EXN) CBCP=2000 NOTES AND FORMULAS Lamp Wattage Multiplier 20W x 0.32 Cone of Light Initial Nadir Footcandles 45 Beam Diameter Distance to Initial Nadir Illuminated Plan. Footcandles 15'0" 10'0" 8'0" 6'0' 4'0' 2'0' 7 17 27 48 106 431 Cambria 203 Lamp=50MR16/NFL (EXz) CBCP-3200 Cone of Light Distance to Initial Nadir Beam Illuminated Plena Footoendiea Diameter 15'8' 13 10'0" 10'0' 29 6'6' 45 6'0' 6'0" 81 4'0" 4'0" 181 2'6" 2'0" 725 1'0" Cambria203 Cone of Light Beam Lamp=50MR16(WFL Dist.nee to Diameter (FNV} Illuminated Plana 12'0" CBCP=1200 15'0• 8'0' 10'4" 6'6' 5'0' 1'6' Lamp Wattage Multiplier 35W x0.57 20W x 0.30 4'0' 2'0 Initial N.dir Foattondtea 5 Beam Diameter 17'0" 11'6" 7'0" 4'6" 2'0" • Beam diameter is to 50% of maximum iootcandles, rounded to the nearest half -foot. • Footcandle values are initial. Apply appropriate light loss factors where necessary. • Bare lamp/LED data shown. Consult lamp/LED manufacturers to obtain detailed specifications for their lamps/LEDs. Lighting Specification and Dimensions subject to change without notice• www.cooperlighfing.com Lumen • CJ0:Onlar yrs; Ce916r • 1121 Hgnway 74 SOUP, • Paac'tree Gly, 0A34264 • TE-_ 770.486.4600 • FAX 779466,460' AOL032452 0211612070 12:52:51 PM 1* PROJECT: Fenneman Residence DATE: 8/10/2010 CATALOG #: 203-50MR16-12 **-DIF, wTrM04-* LAMP: GE Precise Q50MR16/C/, SPREAD TBD Accaasorias Surface, Wall & Tree Mounting Accessories DESCRIPTION Lumiere offers a variety of surface, wall and tree mounting accessories. All are equipped with standard 1/2" NPS threaded mounting hole to accept fixtures with 1/2" NPS threaded stems. Surface and wall mounts are con- structed from die-cast aluminum, double protected by a chromate conversion undercoating and polyester powdercoat paint finish. Specify color WK, BZ, CS, VE, WTI. Tree mounts are constructed from stainless steel. Specify finish (NSS, BZ). FS1 2-7/8°x 4-5/8" 173mm x 117mm) Rectangular wall plate ar box cover with single fix- ture mounting hale. For use with Lumiere's MB1 junction box or rectangular junction/wall boxes by others. Specify finish (81( 8Z, Co. VE WT) FS2 2-7/8" x 4-518" 473mm x 111mm) Rectangular wall plate or box cover with dual mounting holes. For use with Lumfire's MB1 junc- tion box or rectangularjunction/wali boxes by oth- ers. Specify finish (BK, 81 C. VE, W17 RS1 s4.1/2" Marren) Round wall plate or box cover with single fixture mounting hole. For use with Lumibre's MBR1 junc- tion box or round junction/wall boxes by others. Specify finish (81(131, CS, VE WT) RS2 e4-112' 1114mm) Round wall plate or box cover with dual mount- ing holes. For use with Limit re' s MBR1 junc- tion box ar round junction/wall boxes by others. Specify finish (8K 81 CS, VE, W77 TMO1 e2.3/16" x 1-1/2' (71mm x 38mm) Round mount for installing fixtures entrees, railings or other wood surfaces. Specify finish fBf( 8Z CS VE WTl H': TYPE: EXT7 Page 4 of 4 Lumiere TMO5 3-7/8"x 2" (98mm x 51 mm) Rectangular tree/surface mount with self-con- tained wiring campartment and through wiring passages. Specify finish (88 81 CS, VE, WTI TMO4 2-1/2" x 4-1/4" (B4mm x 108mm) Expanding tree strap with self-adjusting tension release for use with one fixture. Specify finish (BZ NSS1 TM04-2 2-1/2" x 4-1/4" (64mm x 108mm) Expanding tree strap with self-adjusting tension release for use with two fixtures. Specify finish (82. N5S1 TM04-3 2-1/2" x 4-1/4" (64mm x 188mm) Expanding tree strap with self-adjusting tension release for use with three fixtures. Specify finish (81 NS51 TM04-4 2-112" x 4-1/4" (84mm x 108mm) Expanding tree strap with self-adjusting tension release for use with four fixtures. Specify finish f8Z MSS) NOTE: MRB fixtures with threaded stem require model ARI adaptor/reducer for use with these mounting accessories. ORDERING INFORMATION Order surface, wall & tree mounting accessories as separate line items. Specifiy quanities and finish, COOgR Lighting WWW.COOPERLIGHTING.COM ADLa32778 PINNACLE MOUNTAIN HOMES August 12, 2011 Garfield County Building Dept. Attn: Jim Wilson Dear Jim, Please accept this letter in response to your request for further information regarding our electrical wiring at the Fenneman Residence in High Aspen Ranch. We currently have a few remaining loose ends to resolve, we expect to resolve those items over the coming few days, and the visit from Russ to your office earlier this week was unrelated to our expectations of completing these items. Unfortunately, Russ has a disagreement with his employer - Lennox Electric - but we have paid Lennox for all work completed to date and have funds set aside to pay for the remaining items in the coming few days. Please feel free to contact me personally if you have any questions. I sincerely appreciate your help and support as we close out another beautiful project. Regards, 11 Chris Renner President lege Heating Air Conditioning Ventilation Retrofit Custom SF-iet Metal Jc i� n Salidv Phone (970) 987-4343 Fax (970) 947-91 12 aspenairsolutions cr gmail.com 2015 Blake Avenue Unit 18. Glenwood Spgs., CO 81601 New Instaits Remczdels Maintanance Repairs August 15, 2011 Aspen Air Solutions 2015 Blake Avenue #18 Glenwood Springs CO. 81601 Cell: 970-987-4343 Email: aspenairsolutions@gmail.com Dear Mr. Jim Wilson Aspen Air Solutions has replaced one of the crawl space fans that was not properly working on time of inspection. We appologize for the inconvinience and we did not know the fan was broken. Work performed at: High Aspen Ranch 1818 Overlook Or. Sincerely: Aspen Air Solutions (970) 987-4343 AUG/04/2011/THU 07,36 AM NWCCOG COUNca oF OOVUNMENT5` FAX No, 970-468-1208 P, 001/OO1 NEVIN To: Andy Schwaller Garfield cnty building official From: Steve Allen, Elevator Inspector 970-468-0295 ext. 108 or elevator a,nwc.coq_co.us Date: 07/28/11 Project Name: Fenneman Residence BUIE-8-10-1699 ❑ Conveyance Plan Review A Conveyance Test and Inspection Location: 1818 Overlook Drive, Glenwood Springs, CO. 81601 Permit Number: NWCCOG 11-048 Conveyance Type: Residential Chain Drive El The plans; have been reviewed and found to conform to all applicable ASME 17.1 and IBC codes it The rated speed of the conveyance meets ASME A17.1 requirements, speed in up direction 40 FPM, speed in down direction 40 FPM 14 The Conveyance at the above location was inspected and tested on 07/27/2011 and a: O TEMPORARY Certificate; has been issued. r11 FINAL Inspection Certificate; has been issued. ❑ NO certificate; is being issued. FOR CONSTRUCTION USE ONLY Comments: None Signature Northwest Colorado Council of Governments • PO Box 2308 + Sllverthome • CO • 80498 970-468-0295 ♦ fax 970-468-1208 w www,nwc.cog cons � Document G7I0'M 1992 !AIA Architect's Supplemental instructions PROJECT (Name and address): Fennernan Residence Garfield County OWNER (Name and address): Craig Fennernan 5864 East South St. Indianapolis, 1N 46227 FROM ARCHITECT (Name and address): Poss Architecture + Planning 605 East main St. Aspen, CO 81611 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 003 DATE OF ISSUANCE: January 31, 2011 CONTRACT FOR: General Construction CONTRACT DATE: June 7, 2010 TO CONTRACTOR (Name and ARCHITECT'S PROJECT NUMBER: address): 21014.00 Pinnacle Mountain Homes P.O. Box 1390 Breckenridge, CO 80424 OWNER: El ARCHITECT: CONSULTANT: Ei CONTRACTOR:IZ FIELD: Ej OTHER: ❑ The Work shall be carried out in accordance with the following supplerriental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sunt or Contract Time. DESCRIPTION: .1. Clarified timber kicker detail over knee -braces, see Sketch ASI -003-1, dated 12/20/10 (previously issued) 2. Clarified steel top plate details at knee-brace/kicker columns, see Details SSK 2.1 - SSK 2.3, dated 12/17/10 (previously issued) 3. Provided details of crawlspace access hatch and exterior opening in foundation as requested by Owner. See attached Details SSK 3.1 and AS1-003-2 thru 5. 4. Provided corrective Details for foundation pads per prir field discussions, as follows: 1) Columns 3-6" off center shall be repaired by adding 2x6 studs below ML beam above. ii) Colutnns> 6" off center shall have a new 2x10 redwood plate installed with 3/4" dia. epoxy bolts with 4" embed into the concrete footing. install replacement column with new A35 clips per Detail 3/S3.1. iii) The pad footing at grid H-4 shall be repaired as shown in attached Detail SSK 3.2. 5. Foundation wall holes as noted in field shall be patched with non -shrink grout to prevent any exterior sois from collapsing into crawlspace. Exterior foundation wall waterproofing and drainage mats shall be brought into integrity withrest of similar systems. As previously discussed in field, 6. False framed gypsum board ceiling with attic access hatch shall be added to Mechanical Room as previously discussed in field and documented in meeting notes. 7, A stack washer/dryer with floor drain shall be added at master dressing as requested by Owner, previously discussed in field and documented in meeting notes. 8. A building lightning protection system shall be installed as requested by Owner, per approved proposal by Mr. Lightning. AIA Document G710*" —1992. Copyright OD 1979 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA4 Document is protected by U.S. Copyright Law and lniernaliiitlal Treaties. Unauthorized reproduction or distribution of this AIAe Document, or zny portion of ft, may result in severe civil and criminal penalties, arid will be prosecuted to the maximum extent possible ander the law. This document was produced by AIA software M 18:35;58 an 01/3112011 ander Order No.5478543010 1 which expires on 03/05J2011, and is not for resale. User Notes: (1380611650) ATTACHMENTS; (Here insert listing of documents iliat support description) 1. Structural Detial SSK3.1, dated 12/20/10. 2. Architectural Details AS1-003-2 thru 5, dated 1/31/11. 3 Structural Detail SSK 3.2, of 12/23/10, but undated ISSUED BY THE ARCHITE David Ritchie, project architect (Printed name and title) AlA Document G710T' —1992. Copyright ®1979 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copy'lid:4 Law and international Treaties. Unarr'liorizcid reproduction or distribution of oris AIA' Doctrrncat, or any portion of tl, may result in severe civil find criminal pienaIlies, and will be prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 18:35:58 on 01/31/2011 under Order No.5478543010_1 which expires on 03/0512011, artd is nol for resale. User Notes: (13808 11660) ` H 1.-1 a OP ?t_,, C, k.- ...,� 1�.1 S'C ITS T1 c�r� Vit..- [�•Lr�1C-,�� ty1 t, p -1C 1. AS P €' c .\ c\ i, 4t A 1I211� P. ° ) 2.'1 A S1" QC0-3 The joists on the North & South side of the opening shall have the web fi 2X8 X 8'-0 glued & nailed to the web. The cutoff TJI joists shall be suppc with a HUS1.81/10 hanger each end to the packed out TJI. The cutoff lc ITS2.37/11.88 hanger. G,lr. X1 >t \ NI 44) "i6,'‘ PEP—, v E . tq11 V P t.,c:", DI t)le . 12,t 1N11-, p� MAS -CSR.. V)vThE A�� (*)P�Gdl,I 17 A� x_11 • L1 f� c1 (-PAW u-; Hirl&E`� ti/ " l'' /1)`_31- 0 c c)-(6, L (7) 1,..)/1.L t--t-r 1n3 Al,1 C,r.11-, Its.1- OoDt`2,:. Z, 3 - ,1c. -L-0376: r 1 i1 1 ,7/: ,� �1 ' ~l ' fir' 1/11 0 0 � 31 'I o 5 5 -ds R 1 ( i y/d ��N1 . \ e. 0 VI / KAUP ENGINEERING INC. 1129 Grand Avenue Glenwood Springs, CO 81601 (970)945-9613, fax (970)945-9633 March 21, 2011 Poss Architecture & Planning 605 East Main Street Aspen, CO 81611 RE: Fenneman Residence, 1818 Overlook Drive, Garfield County, CO Attn: Dave Ritchie Dear Dave: Per your request, I reviewed Mark Hall's field questions from his framing inspection by Garfield County. Item 1: The timber trusses were constructed as detailed on the structural and architectural plans. The note on S2.2A was intended to allow review of exposed timber elements for architectural intent and was field coordinated by the framing subcontractor. Item 2: The typical columns placed against the inside face of the exterior concrete foundation walls carry only a crawlspace beam and were intended to be (2) 2x6 columns as noted. The interior columns are multiple ply 2x6 columns as noted. Item 3: The roof sheathing substitution of 5/8" plywood is acceptable. Sheathing clips were to be used at mid span at the prefab trusses spaced 24" on center. Item 4: The missing epoxy bolt for the base plate in the garage shall be installed. A 3/n' x 5" x 16" steel base plate was used similar to 12/S3.1. Item 5: The moment frame detail the inspector was requesting is already on the plans at 28/S3.2. Item 6: The (4) ply microlam floor beams above the garage and the rec room were specified to be connected with'!" diameter thru bolts @ 24" on center. This is a common connection for multiple ply microlams that are side loaded by joist hangers. The microlam beams in question are all placed parallel to the floor joists and cantilever out to support a bay above and are not side loaded. The timberlok substitution is acceptable in this condition. The (4) ply microlams utilized in the trusses were originally shown to be screwed in detail 33/S3.2 Ple ll'vv questions or comments. ii Sihce Nx 11 DRi ;• a, T� `, it A• 4k, 2:40 Dal e+ . up \P....E\ i a .w Document G710'-1992 Architect's Supplemental instructions PROJECT (Name and address): Fenneman Residence Garfield County OWNER (Name and address): Craig Fenneman 5864 East South St. Indianapolis, IN 46227 FROM ARCHITECT (Name and address): Poss Architecture + Planning 605 East main Sl. Aspen, CO 81611 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 004 DATE OF ISSUANCE: February 15, 2011 CONTRACT FOR: General Construction CONTRACT DATE: June 7, 2010 TO CONTRACTOR (Name and ARCHITECT'S PROJECT NUMBER: address): 21014.00 Pinnacle Mountain Homes P.O. Box 1390 Breckenridge, CO 80424 OWNER: ARCHITECT: CONSULTANT: Z CONTRACTOR: El FIELD: OTHER: ❑ The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. DESCRIPTION: 1. Provided supplemental detail for insulation of non -antifreeze fire suppression piping, per Sketches ASI -004-1 & 2. ATTACHMENTS: (Here insert listing of documents that support description.) 1. Architectural Details ASI -004-1 & 2, dated 2/15/11, 158 ED BY THE ARCHITI (Signature) David Ritchie, project architect (Printed name and title) ALA Document G710T'" —1992. Copyright 0 1979 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AfA' Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of thls AIAe Document, or any portion of it, may result In severe civil and criminal penalties, end will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:57:14 on 0211512011 under Order No.5478543010_1 which expires on 03105/2011, and is not for resale. User Notes: (1297105774) 5/ (:`/P. U7. ZXL, V- al- 1 M c1~1bPC):S' 011" " °/- j�a©T1o+.1 t-1Gs �. .a e A Lk 11.15k.st...ty t°'1 Saffait-T WI/ L44.osS 1;.i 0-S 0 c A. -.Sm. y'N5U M \Dry o_- TO'TRu55 utYr. 1- oRi7 Z-15-11 A\- t o ,-1- \� 1r ti r -I �L fes- 3 a 12>A11 o•-1 g,4._.1.)faS ,&yt plspt,Ae__ -A E.;r11-- 1`�o 4 -floN1 M651-1. I 4111111(.1111: 11141;" r '%\\\\\ 1 1f of o P gc_Y WSW-.��+co � e� 1 t.1 NI 6 `u' P o K ottoote, R-11 bki---r t0. ''.:)?P,1NM\-,.e?WE 1NS3Lf1tDt-1 Der1 HoWN K.9 -9E -ODIC v1 -POR 1-0 112J55 5 1 W.D tS n P51 -0D4 l.. - ti F2,11 11.. P" Document G710Tm Architect's Supplemental Instructions PROJECT (Name and address): Fenneman Residence Garfield County OWNER (Name and address): Craig Fenneman 5864 East South St. Indianapolis, IN 46227 FROM ARCHITECT (Name and address): Foss Architecture + Planning 605 East main St. Aspen, CO 81611 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 004 1992 DATE OF ISSUANCE; February 15, 2011 CONTRACT FOR: General Construction CONTRACT DATE: June 7, 2010 TO CONTRACTOR (Name and ARCHITECT'S PROJECT NUMBER: address): 21014.00 Pinnacle Mountain Homes P.O. Box 1390 Breckenridge, CO 80424 OWNER: CE ARCHITECT: E CONSULTANT: CONTRACTOR: FIELD: OTHER: ❑ The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. DESCRIPTION: 1. Provided supplemental detail for insulation of non -antifreeze fire suppression piping, per Sketches ASI -004-1 & 2. ATTACHMENTS: (Here insert listing of documents that support description.) 1. Architectural Details ASI -004-1 & 2, dated 2/15/11. ISS ED BY THE ARCHITF,GT (Signature) David Ritchie, project architect (Printed name and title) AIA Document G710T"' —1992. Copyright 9 1979 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:57:14 on 0211 512 01 1 under Order No.5478543010_1 which expires on 03/05/2011, and is not for resale. User Notes: (1297105774) z 12,- 3 11x 5 01, . C611 -11.1.C1 4) P i h11 l fj ' e- L -T Y P -) Ft la��l.Ef I-pS P s Af1PDVES t p g i nt l,r.lr R 1' LANAIS,/ Loaf -0 P6N61T-4T1 WS to Vi or- 16 -c -c., 5,4' P . v. r__-- 2<L, T(2-0sS C 2.1" °/e..- gaol Tipa.-y 1.-16-s 1,4 -re) otDe L N s u 1- tvr- t o +, 5 `' p o +R.T LA/ G4,osS > .ka-a I114S jU. M I ori 'off. 10 fr - T2o5S a1. %o0 -.L7 7_- I -li %'\ 1 -r,� 0 3s A11- 5o1,.) (>f',0N.si 7Spt.a�_M� 1•51,(44cTtv►.1 1 5h Tb #01.0 AC- - tSUt' 6 ? ?,11 I., -Q2, P U' 6 I mPo- I D 4 Dec- ("1.,11,1 ei,owr1 PCR fet-s1 c.. ULP'R Tc 1-1Z• SS Uz 1 . ciioc•D fiNnL-- WHOLE HOUSE FANS by VFntamat►c, Ltd, A COMPLETE GUIDE FOR DO- IT -YOURSELF INSTALLATION of Cool Attic Models ❑ CX242DDWT CX302DDWT • ❑ CX24BD2SPD E CX3OBD2SPD ❑ CX360D2SPD THANK YOU for your purchase of a Cool Attic Whole House Fan. Your new fan is easy to install and will operate efficiently and be trouble-free for many years to come. Should you have any problem with the installation or operation of your fan, please call our toll-free customer service line at 1-800-433-1626. We welcome your call and will do everything we can to help you complete the installation of your Cool Attic Whole House Fan. VEN FAMATIC, LED. P.O. BOX 128, MINERAL WELLS, FX 76068-0118 • PHONE 806-433-1626 FAX 94-325-9311 • WWW.BVC.CO,M • E-MAIL: BVCaBVC,COM A feaderin the ventilation indu5tryfor aver 60years, Ventanmtic, Ltd. offend complete line at air movement products for commercial indusgnal agricultural and residential use said ander these Me nalneS:Venta natio• WIr' gyVent PLEASE READ AND SAVE THESE INSTALLATION INSTRUCTIONS THIS FAN IS INTENDED FOR RESIDENTIAL USE ONLY TO REDUCE THE RISK OF FIRE, ELECTRIC SHOCK OR INJURY, OBSERVE THE FOLLOWING: 1. DO NOT USE Models CX242DDWT, CX302DDWT, CX24BD2SPD, CX3OBD2SPD, CX36BD2SPD WITH ANY SOLID STATE VARIABLE SPEED CONTROL DEVICE (RHEOSTAT). 2. Use this unit only in fhe manner intended by the manufacturer. If you have any questions, contact fhe manufacturer. 3. Before servicing or cleaning this unit, switch the power off at the service panel and lock out to prevent power from being switched on accidentally. 4. Installation work and electrical wiring must be done by qualified people in accordance with all applicable codes and standards, including fire -rated construdion. 5. Sufficient air is needed for proper combustion and exhausting of gasses through the flue (chimney) of fuel burning equipment to prevent back -drafting. Follow the heating equipment manufacturers' guidelines and safety standards such as those published by the National Fire Protection Association (NFPA) and the American Society for Healing, Refrigeration and Air Conditioning Engineers (ASHRAE) and local code authorities. 6. When cutting or drilling into walls or ceilings, do not damage electrical wiring and other hidden utilities. 7. To avoid injury from fiberglass insulation, wear long sleeves, rubber gloves, goggles, and a respirator mask both in the attic and below when cutting and removing sheet rock from the shutter opening. CAUTION 1. This fan is intended for general ventilating use only. Do not use it to exhaust hazardous or explosive materials or vapors. 2. This unit has an unguarded impeller. Do not use in locations easily accessible to people or animals. 3. Do not operate fan when a fire is burning in the fireplace. PAGE 2 INSTALLING YOUR WHOLE HOUSE FAN BEFORE BEGINNING INSTALLATION, PLEASE READ INSTRUCTIONS THOROUGHLY. PRELIMINARY STEPS 1. Review the Attic Air Exhaust Requirements in the chart below. Whole House Fans are designed to pull in fresh, cool air from the outside through open windows in your home. Hot air that is in the home is pulled up through the fan and into the attic, and then exhausted through vents in the roof, undereaves, soffits or gables. This exhaust ventilation is measured in Net Free Area (NFA). For your Whole House Fan to operate properly, you must have adequate NFA as listed in the chart below. FAN SIZE SQUARE FOOTAGE OF AREA TO BE VENTILATED NFA (Net Free Area) EXHAUST REQUIRED 24" up to 1800 sq ft (1 story) 8 to 10 sq ft (1152 to 1440 sq in) 30" 2000 to 3000 sq ft (1 story) 10 to 12 sq ft (1440 to 1728 sq in) 36" over 3200 sq ft (1 story) 12 to 14 sq ft (1728 to 2016 sq in) 2. Assemble the following tools and materials. They will be used during the installation procedure. TOOLS NEEDED: • Tape measure • Marker or pencil • Circular saw, saber saw, or keyhole saw • Hand saw • Electric drill • Screwdrivers (slotted & Phillips) • Hammer • Utility knife • 6 to 8 ft. stepladder • Goggles, rubber gloves, respirator mask MATERIALS NEEDED: • 11/2 pounds of #12d (3") common nails or #16 box nails (about 100 nails) • Sixteen to twenty 11/2" ring shank drywall nails • Twelve to sixteen 11/2" #8 decking screws • Lumber of the same dimension and type {i.e., 2" x 6", 2" x 8" etc.) as your ceiling joists to frame the shutter opening. The length of the lumber will depend on the size of your fan. • Two 8 -ft pieces of lumber of the same type as your ceiling joists (i.e., 2" x 6", 2" x 8" etc.). Two 8 -ft sections will be enough to face even the largest fan. • Wiring Supplies: UL -listed junction boxes that meet local code requirements. 3 -conductor Romex cable with ground. 3. Read through the 9 Installation Steps on the following pages before beginning installation. PAGE 3 STEP 1: SELECT THE INSTALLATION SITE 1. Select the location for your new Whole House Fan. Usually, locating the fan in a central hallway produces the most uniform airflow. 2. Once you have selected the installation site, check the attic immediately above the site to be sure that there are no ducts, piping or wiring obstructing the installation area. Also, the installation site should allow a minimum of 36" of unobstructed space between the attic floor and the roof. READ THE FOLLOWING BEFORE PROCEEDING WITH STEP 2: • The fan and shutter MUST be installed horizontally; they will not function in a vertical position. • Decide whether you will use a "Joist -In" or "Joist -Out" installation (described below): Joist -In Installation Method If you choose this method, you will leave the ceiling joists intact. Please note that this method requires another critic access since the fan will not fit through the shutter opening with the joist in place. Special Note regarding Model CX36BD2SPD: The Joist -In Installation method may be used ONLY if the joist centers are 24" apart or greater AND if there is enough space between the involved joist(s) and any wall(s). Joist -Out Installation Method If you choose this method, you will remove a section of a ceiling joist. STEP 2: PREPARE THE SHUTTER OPENING Remove all insulation from the attic floor above the installation site (be sure to take proper precautions—gloves, goggles, respirator mask), using the "rough opening to cur dimension in the chart at right. SHUTTER DIMENSION CHART FM1 ROUGH INSIDE SHUTTER OUTSIDE SHUTTER SIZE OPENING DIMENSIONS DIMENSIONS 24" 251,2 x 27 3/4 23 2/4 11 251,2 28 x 29 aro 30" 291(4232 27 114 x 29 3/4 31 1/2 x 34 36" 37 114 x 331/2 35 x 31 1(4 39 u4 x 35 114 WARNING: BE SURE TO USE THE ROUGH OPENING DIMENSIONS IN THE CHART FOR THIS STEP. DO NOT use the dimension of the fan frame OR the inside/outside shutter dimensions. (Note: the shutter opening will be identiml regardless of the mounting method you choose.) Follow the instructions below for the installation method you have chosen. Joist -In Installation /To prepare the shutter opening, align the center of the stationary shutter vein with the center of the ceiling joist that crosses the approximate center of the shutter opening. OR Draw a line on the ceiling marking the rough opening size of the shutter frame. Make \ sure that the dimensions you have marked are accurate and that the comers are square. Joist -Out Installation 1. To prepare the shutter opening, drill two 1/4" holes (from the attic floor down through the ceiling) at the two comers that are aligned with one of the joists (Figure 1). 2. On the ceiling side, draw a straight line between the two drilled holes. Using this line as a guide, mark the other three sides (Figure 2) of the shutter opening using the rough opening specifications in the Shutter Dimension Chart. Check to make sure that the dimensions are accurate and that the comers are square. 3. From the ceiling side, drill two more 1/4" holes (Figure 1) at the remaining two comers. PAGE 4 FIGURE 1 (Joist -Out Installation Only) drill first two holes from attic drill second two holes from ceiling FIGURE 2 mock ceiling STEP 3: CUT THE SHUTTER OPENING 1. Using a saber saw or keyhole saw, cut through the ceiling along the lines you have drawn, being careful not to cut the joists. To be absolutely sure that you will not cut through a joist, you may also use a circular saw with the shoe adjusted to a cutting depth equal to the depth of the drywall. (Figure 3) 2. Carefully remove the drywall from the shutter opening. FIGURE 3 STEP 4: CUT THE CEILING JOIST (Skip this step if you are using the Joist -In installation method.) 1. BEFORE you cut the ceiling joist, it is best that the joist from which you are removing a section be secured on either side with a "bridge" (Figure 4). Doing so will give extra support to the joist as you cut it and will also help prevent the drywall from cracking. To secure the joists you may use the 2" x 6" pieces of lumber that you will use later to construct the facing. Place the bridge pieces perpendicular to the joists about 6" outside the sides of the shutter opening, FIGURE 4 bridge pieces b . "I -I ,iii .. --... ceiling joist marker and cut 1 1/2" outside the edges of shutter opening being sure to allow enough room to use a handsaw or power saw comfortably and accurately. Although you may nail the bridge pieces to the joists with #12d nails, it will be easier for you to remove them later if you fasten them with 2 1/2" deck screws. 2. Mark the cut lines on the joist to be cut (Figure 4). The cut lines should be 1 1/2" outside the edges of the shutter opening (this will allow for framing the opening, described in Step 5). Be certain that the cut lines are square (perpendicular to the joist) so that you will be able to fit the headers tightly against the joist and the shutter opening. After carefully measuring and marking each cut line, you may cut the joist. STEP 5: FRAME THE SHUTTER OPENING 1. To frame in the shutter opening you will use lumber that is of the same dimension as your ceiling joists (i.e., 2" x 6", 2" x B", etc) and #12d common nails. Figure 5A shows the framing fora Joist -Out Installation; Figure 5B shows the framing for a Joist -In Installation. 2. On the ceiling side of the installation fasten the sheetrock around the edges of the framed opening. Use 1 1/2" ring shank drywall nails. 3. Remove the two bridges across the ceiling joists. Save this lumber to build the facing around the framed shutter opening. Note: Any gaps between the headers and the joists should be sealed with caulk or foam insulation to enable your fan to draw properly. FIGURE 5A (Joist -Out Installation) FIGURE 5B (Joist -In Installation) framing pieces framing pieces PAGE 5 STEP 6: INSTALL THE FACING 1. Cut the end pieces of the facing from the 2" x 6" pieces of lumber you used as the bridges. The end facing pieces should be the same length as the width of the shutter opening. 2. Cut the sides of the facing from the 2" x 6" lumber. The length of the side facing pieces should be equal to the length of the shutter opening plus 1 1" (two times the width of the 2" x 6" lumber, which is actually 5 1/2" wide). 3. Use #1 2d common nails to anchor the facing pieces in place (Figure SA Joist -Out or 6B Joist -In). You are now ready to mount your Whole House Fan to its supporting ceiling frame. FIGURE 6A (Joist -Out Installation) FIGURE 6B (Joist -In Installation) facing pieces facing pieces STEP 7: PREPARE AND INSTALL THE FAN ASSEMBLY Prepare the Fan Assembly Cool Attic Whole House Fans are carefully packed and "assembled" at the factory in such a way os to prevent shipping damage. Before you install the fan assembly in your attic, you must prepare the fan by re -assembling it. Belt Drive Models: The factory has secured the motor and motor base to the bottom of the tubing frame with two 1/4-20 bolts. Remove the bolts and remount the motor and motor base to the top of the cross bars (Figure 7A below). Position the fan belt on the pulleys and adjust the fan belt to a minimum tension—about a 1 /2" deflection (at right). 1/2" DEFLECTION Direct Drive Models: The factory has installed the fan blade upside down to prevent shipping damage. Loosen the set screws holding the fan blade in place. Invert the fan blade. Retighten the set screws. The blade must be firmly secured and the hub must be flush with the end of the shaft before attempting to operate your fan. Install the Fan Assembly 1. Push the fan assembly diagonally up through the shutter opening. If you have chosen a Joist -In Installation, you will need to use some other attic access for the fan since the fan will not fit through the shutter opening with the joist in place. Place the fan housing on top of the facing, as shown in Figure 7A (belt drive) and Figure 76 (direct drive). Note: To provide a good seal between the fan housing and the facing and to minimize vibration noise, you may wish to install a felt strip or foam tape between the fan frame and the facing. 2. Center the fan assembly on the facing and draw alignment marks around the wooden fan assembly base. 3. Toenail the fan assembly to the facing using 2 1 /2" deck screws or #1 2d common nails. Be sure to check as you anchor each corner that the fan assembly has not moved off the alignment marks you have drawn. FIGURE 7A (Belt Drive Model) PAGE 6 FIGURE 7B (Direct Drive Model) hub must be flush with end of shaft STEP 8: INSTALL THE SHUTTER 1. The shutter itself is 7/8" larger all around than the shutter opening. Draw alignment marks (Figure 8) on the ceiling to indicate the outer edges of the shutter frame. Use the Shutter Dimension Chart on page 4 for size. FIGURE 8 FIGURE 9 2. Install the shutter using the wood screws provided with your fan (Figure 9). STEP 9: WIRING INSTRUCTIONS Waming: Before proceeding with Step 9, disconnect the power supply al the service entrance or switch off the appropriate circuit breaker. Note: Use 3 -conductor wire with ground (not furnished). All wiring supplies and installations must meet all requirements of local electrical and fire codes. Wire to 115-120V, 60 Hz current only. 1. Install the switch in a UL -listed wiring box in a wall near the fan (typically in a hallway). 2. Refer to Figure 10 to wire all models. Cool Attic Whole House Fans have two fixed speeds (high and !ow). The center position on the rocker switch is the "off` position. 3. Connect the hot line from your power supply to the center terminal (terminal #2) of the two -speed switch. 4. Connect the black wire from the motor (the high-speed line) to terminal #3 of the rocker switch. 5. Connect the red wire from the motor (the low -speed line) to terminal #1 of the rocker switch. 6. Before turning on power, rotate the fan blade by hand to be sure that there are no tools or other materials in its path. 7. Your Whole House Fan is now ready to operate. FIGURE 10 RED - LOW SPEED 8LACK - HIGH SPEED WHITE - COMMON INCOMMING POWER SUPPLY 120V 160 HZ 8LACK 1 2 3 HI -OFF -LOW WHITE H BLACK (HI) z z 0 2 oc ac RED (LOW) WHITE CAPICITOR ATTACHED AT FACTORY 1 GREEN v GROUND FAN MOTOR OPERATING INSTRUCTIONS Whole House Fans cool your home by pulling in fresh, cooler air from the outside through open windows and doors. In a two-story home, windows should be opened on one level only for most efficient cooling. DO NOT operate your Whole House Fan without open doors or windows. An added benefit of Whole House Fans is that they reduce attic temperatures, which in turn, reduces energy costs as well as wear and tear on roofing components. If your home has a fireplace, be sure that the flue damper on the fireplace is closed to prevent chimney soot from being drawn into the house by the fan. DO NOT operate the fan when a fire is burning in the fireplace. PAGE 7 Ventamatic, Ltd. Limited Warranty Ventamatic, Ltd. extends this warranty to the original retail purchaser of its model or, if this unit is purchased and installed by a new home builder, then to the original owner of the home. No subsequent purchaser of the unit or of a home in which it is installed is entitled to any of the benefits of this warranty. 2. This product is warranted against defects in materials and workmanship for a period of ten (10) years from the date of original retail purchase. No other parts or components are warranted. Them is no warranty for defects caused by abuse, faulty installation, or the like. Repairs or replacement parts supplied under this warranty are warranted only for the period of this warranty; that is, ten (10) years from the date of the original retail purchase of the unit. 3 • In the event of a defect or malfunction, we will replace or repair the defective part or component only and return the new or repaired part to you freight prepaid. You must bear all other expenses incurred in obtaining repairs, including labor required for field repair or replacement, and the cost of shipping the defective part to us. You must also bear the cost of repair to or replacement of any part or component and the shipping charges incurred for the repair or replacement and return to you of any part or component not covered by this warranty, including parts or components damaged by you. 4 • The company reserves the right to demand and receive written evidence of the date of purchase before undertaking to perform its obligations under this warranty. You should, therefore, retain your sales slip and attach a copy of it to the warranty claim. 5. In order to obtain the repair or replacement of this unit, you must select one of the following methods: A. Return to factory. Return postage prepaid only the part or component which you believe to be defective to the following address: Ventamatic, Ltd 100 Washington Street Mineral Wells, TX 76067 Complete and enclose a written claim and attach a copy of your sales slip or other proof of purchase. B. Return to retail dealer. If the retail dealer from whom you purchased this unit stocks replacement parts or components, you may retum a part or component which you believe to be defective to that dealer for replacement. Caution: Only a limited number of our retail dealers stock replacement parts. If your dealer does not, you must return the part to the factory following the procedure described in paragraph "A" above. 6. There is no infomial dispute settling mechanism available in the event of a controversy involving this warranty. 7. Any and all implied warranties which may exist terminate upon the expiration of this warranty ten (10) years from the date of the original retail purchase. Some states do not allow limitations on how long an implied warranty lasts, so this limitation may not apply to you. 8. Ventamatic, Ltd. is not liable to you for incidental or consequential damages arising out of a defect or malfunction of a unit or its installation or out of any alleged breach of this warranty. Some states do not allow the exclusion or limitation of incidental or consequential damages, so this limitation may not apply to you. 9 • This warranty gives you specific legal rights and you may also have other rights which may vary from state to state. PAGE 8 C2009 Ventamalic, ud WHF INSTALL INS Jaid Bartholomew From: Mark Hall [mark@pinnaclemtnhomes.comj Sent: Wednesday, February 09, 2011 2:00 PM To: David Bartholomew; Matt Provost Cc: Andy Schwaller; Jim Wilson Subject: RE: Fenneman Residence Make Up Air Requirements Thanks so much for the immediate responses. Mark J. Hall LEED Green Associate Pinnacle Mountain Homes, Inc. 520 5. Main St, Unit 3M P.O. Box 1390 Breckenridge, CO 80424 Cell: 970-401-1985 High Aspen Ranch Job Site: 970-945-2050 Breckenridge Office Phone: 970-453-0727 Breckenridge Office Fax: 877-483-9755 www.oinnaclemtnhomes.com From: David Bartholomew f mailto:dbartholomewPoarfield-county.comf Sent: Wednesday, February 09, 2011 1:53 PM To: Matt Provost; Mark Hall Cc: Andy Schwaller; Jim Wilson Subject: RE: Fenneman Residence Make Up Air Requirements All, If I may, the Fenneman residence, permit BLRE-8-10-1699, was issued under the 2009 IRC. Section M1503.4 addresses make up air requirements for kitchen exhaust hoods. M1503.4 Makeup air required. Exhaust hood systems capable of exhausting in excess of 400 cfm shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. 2009 IRC Commentary reads: It is becoming more common for residential kitchens to resemble commercial kitchens, both aesthetically and functionally. As a result, much larger capacity range hoods are being installed which aggravates the already existing problem of a lack of adequate makeup air for all exhaust systems in the dwelling. Homes typically suffer multiple ills because of indoor negative pressures caused by an imbalance of exhaust air to makeup air. This section requires a makeup air supply system at the prescribed threshold and further requires it to be tied to the exhaust system controls such that both systems operate simultaneously. The intent is to not allow the homeowner the option of operating the exhaust fan without also operating the makeup air system. The complete section of M1503 addresses all the requirements for range hoods. Section G2407.4 also references this section for kitchen ventilation. The appliance shall be installed per manufacturer's specifications. If the manufacturer does not address makeup air, IRC Section M1503.4 will dictate the makeup air requirement. If it does, the more stringent of the two will be required. As always, feel free to forward any questions or concerns. GOOD STUFF! 1 David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: Matt Provost Sent: Wednesday, February 09, 2011 12:23 PM To: Mark Hall Cc: David Bartholomew Subject: RE: Fenneman Residence Make Up Air Requirements Hi Mark, I am out of the office today but I think this is the info you are looking for. I your building permit was issued under the 09 IRC the following code section applies: G2407.4 (304.4) Makeup air provisions. Where exhaust fans, clothes dryers and kitchen ventilation systems interfere with the operation of appliances, makeup air shall be provided. Check with the manufacture of the range. I am assuming you are using a gas range. There may be other equipments related to chapter 24 of the 09 IRC. Without looking at your plans this is the best info I can give you. Your manufacturer of the hood and the range will most likely guide you in the right direction. If you have further questions today you may contact David Bartholomew at 945-8212. I hope this was helpful. Matt M Provost Garfield county Building Inspector (1) 945-8212 Work mprovostggarfield-county.com From: Mark Hall jmailto:mark@pinnaclemtnhomes.coml Sent: Wednesday, February 09, 2011 12:03 PM To: Matt Provost Cc: Chris Renner; Paul Steinweg; Josh Keonig (Joshua.Koenig@Ferguson.com); dominatorpandh@comcast.net Subject: Fenneman Residence Make Up Air Requirements Hi Matt — I left you a message as well. The kitchen hood vent for Fenneman is well over 400cfm. Has Garfield County adopted make up air requirements or are we okay without it? Thanks. Mark J. Hall LEED Green Associate Pinnacle Mountain Homes, Inc. 520 5. Main St, Unit 3M P.O. Box 1390 Breckenridge, CO 80424 Cell: 970-401-1985 High Aspen Ranch Job Site: 970-945-2050 Breckenridge Office Phone: 970-453-0727 Breckenridge Office Fax: 877-483-9755 www.Dinnaclemtnhomes.com 2 fir-PWORTH PAwi_AK {;r_OTEC lNKAI_ September 8, 2010 Craig Fenneman 5864 East South Street Indianapolis, IN 46227 cfenneman@yahoo.com Job No. 110 123A Subject: Observation of Excavation, Proposed Residence, Lot 28, High Aspen Ranch, 1818 Overlook Drive, Garfield County, Colorado. Gentlemen: As requested, a representative of Hepwoith-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 8, 2010 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated June 7, 2010, Job No. 110 123A. The proposed residence will be a two story wood frame structure over a crawl space with an attached slab -on -grade garage. Foundations were designed for an allowable soil bearing pressure of 2,000 psf based on our previous report. At the time of our visit to the site, the foundation excavation had been cut in multiple levels from 2 to 10 feet below the adjacent ground surface and the foundation had been completed. The concrete footings were in place. The continuous wall footing width was 25 inches or greater with many 3 foot by 3 foot interior pads. The soils exposed in the bottom of the excavation adjacent to the footings consisted of competent basalt flow rock in the north and west areas to firm sandy gravels with basalt rock fragments in the remaining areas. No free water was encountered in the excavation and the soils were slightly moist to moist. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 2,000 psf Other recommendations presented in our previous report which are applicable should also be observe&. The recommendations submitted in this letter are based on our observation o1 the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the Craig Fennernan September 8, 2010 Page 2 excavation conditions for possible changes to recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTCHNICAL, INC. _At(/' cbe/66} Scott W. Richards, E.I.T. Reviewed by: 0000000 � E. HQ Daniel E. Hardin, P. . : ` 24443 $ r. a e q/9(4i S WR/kswp°a® ���`'``, i gierir cc: Poss Architectural ant'4>fri uaigi� ' Attn: Dave Ritchie (dritchie@billposs.com) JohNo. 1 01 I2 .\ Gc cbtech 111--PW(7)RTH PAWL AK GI_0TEl1:I-INIr.AL September 8, 2010 Craig Fcnneman 5864 East South Street Indianapolis, IN 46227 cfenneman r+ yahoo.com Subject: Gentlemen: Job No. 110 123A Observation of Excavation, Proposed Residence, Lot 28, High Aspen Ranch, 1818 Overlook Drive, Garfield County, Colorado. As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 8, 2010 to evaluate the soils exposed for foundation support. The findings of out observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated June 7, 2010, Job No. 110 123A. The proposed residence will be a two story wood frame structure over a crawl space with an attached slab -on -grade garage. Foundations were designed for an allowable soil bearing pressure of 2,000 psf based on our previous report. At the time of our visit to the site, the foundation excavation had been cut in multiple levels from 2 to 10 feet below the adjacent ground surface and the foundation had been completed. The concrete footings were in place. The continuous wall footing width was 25 inches or greater with many 3 foot by 3 foot interior pads. The soils exposed in the bottom of the excavation adjacent to the footings consisted of competent basalt flow rock in the north and west areas to firm sandy gravels with basalt rock fragments in the remaining areas. No free water was encountered in the excavation and the soils were slightly moist to moist. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 2,000 psf. Other recommendations presented 111 our previous report which are applicable should also be observed. The recommendations submitted in this letter arc based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the Craig Fenneman September 8, 2010 Page 2 excavation conditions for possible changes to recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTCHNICAL, INC. ),eet;of Scott W. Richards, E.I.T. Reviewed by: o'1/49 RE ��ixt��Gi�lulurit't .tpC�os4�� 4‘ E. 747 Daniel E. Hardin, 24443 P.S. •r �. vt�O%4� w���eGt fiL ''' cc: Poss Architectural anc °Itd nsitsi Attn: Dave Ritchie (dritchie rr billposs.com) SWR/ksw Joh No. 110 123A 1-�1 c_--_ytech JUL/28/2011/THU 07:41 AM NWCCOG FAX No. 970-468-1208 P. 001/002 CERTIFICATE OF INSPECTION NORTHWEST COLORADO COUNCIL OF GOVERNMENTS ELEVATOR PROGRAM This certifies that the CONVEYANCE _was inspected on the date below and meets the minimum requirements for operation. ID Number: 0511 RLWL202964U5 Type: Residential Chain Drive Location: 1818 Overlook Drive, Glenwood Springs, Co. Date of Inspection: 7/27/2011 Inspector. Date of Issue: 7/28/2011 Expiration Date: 7/31/2012 Post -its Fax Note 7671 Elate oJg k %e,, e,c- From ysre i/r. ,4714 - Alone 1 Phone V C1 � JUL/28/2011/THU 07:42 AM NWCCOG To: N toUNCk1 Or GOV RfaimEHysL • FAX No. 970-468-1208 miEm Patrick Seydel Glenwood Springs building official From: Steve Allen, Elevator Inspector 970-468-0295 ext. 108 or elevator@nwc.cog.co.us Date: 07/28/11 Project Name: Fenneman Residence BLRE-8-1O-1699 4 P. 002/002 1:J Conveyance Plan Review j ! Conveyance Test and Inspection Location: 1818 Overlook Drive, Glenwood Springs, CO. 81601 Permit Number: NWCCOG 11-048 Conveyance Type: Residential Chain Drive 0 The plans; have been reviewed and found to conform to all applicable ASME 17.1 and IBC codes JI The rated speed of the conveyance meets ASME A17.1 requirements, speed in up direction 40 FPM, speed in down direction 40 FPM Ig. The Conveyance at the above location was inspected and tested on 07/27/2011 and a: 1:1 TEMPORARY Certificate; has been issued. 11 FINAL Inspection Certificate; has been issued. ❑ NO certificate; is being issued. ❑ FOR CONSTRUCTION USE ONLY Comments: None Signature w, ! Northwest Colorado Council of Govemrnents ► PO Box 2308 ► Siiverthomo • CO ► 80498 970-468-0295 • Fax 970-468-1208 ► www.n Mc.00g.co.us WOOD COLUMN ABOVE Nip) NEW (4) 2X6 COLUMN (VIF) A35 CLIP EACH 51= TYF TOPE BOT S/4.". EPDXY BOLT ® EACH END OF EACH 2X10. EMBED 4" INTO FOOTfl6S. +y I • T EXISTS PLY .� SEE FLAN 'NI FLOOR .JOISTS (VLF) DOUBLE 2 X 10 X I'-6" RDWD ILL PLATE W/ (2) 5/4" X 10" EPDXY BOLTS r L.• • .366 2'-O" *5 A 5" O.G. DRILL 4 EPDXY &ROUT 5" INTO FT6 I �� I II I,I I I~I II I I� I IJ 1 II. NE 1 2'-0 X 5'-O GONG FTG SHALL BEAR ON UNDISTURBED NATURAL 501L T EXIST'& FT& - SEE PLAN �EXISD6 PT& (VIP) GpINLI'tg %M PAD FOOTING REPAIR ,6 GRID H' 4 4 J 5/4" - I' -O" PATE: ISSUE/REV': JO6 #: 10054 FENNEMAN RESIDENCE ISIS OVERLOOK DRIVE 6ARFIELD COUNTY, GO SSK 3.2 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at / "21,-// t e1: 6)/ Permit No. /4-3 ['have this day inspected this structure and these premises and found the following corrections needed: Kz / •1''' /r wr7 / 7.7" f • 4/7- / / f•+ + 1. �� • f �, , hl��� • D CaII for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date Building Inspector 20 Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at .77_,123" eptneR l Permit No. I have this day inspected this structure and these premises and found the following corrections needed: c4110 0440/4- c I ,W/> / '/ /) / 6--t 0" 4 _Lzefrt.s. C_ 4 . /5- /,s-13-zezp 0 Call for Re -Inspection Fi& ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date ft —1 20 Building Inspector Phone (970) 945-8212 Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. B L RE 8 1 0 1699 Issue Date: 8/2 012010 Parma Type: Residential Building Work Classification; New Expires: 02/161201/ AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Residential Building Parcel #:218725204028 Owner's Name: Craig Fenneman Job Address: 1818 OVERLOOK DR GLENWOOD SPRINGS, CO Owner's Phone: 317-788-0374 Total Square Feet: 8145 .. inowaerca calligUOVIMMIONSMINEVOILVIEr(L' Contractor(s) Pinnacle Mountain Homes Phone Primary Contractor (843)302-1465 Yes Work Description: Single family dwelling an with attached garage. Inspection Scheduling Code Inspection IVR Comments Pass Date Footers ' x106 ; di`/L ©/'C' ,7 i/ Foundation Walls 110 • r r--Z_7,Zo _/* - Framing '.115 ,� /Cpr- Drywall 120 )' O// 41/0911/1/6 $ /4 Final ;125'-- _ �) 5—,/ lit /li/ 3 7/42 19 V_!3 /` Misc 135 ` �� Insulation 160,' _,,,,..1,,,,,, Grout., ,, .,. 175: Mechanical 405 UG Plumbing '605 Rough Plumbing '' 610 :_ '''61° -)//GG' ,4 J-gp T44, /:` -5% f195 /i c,7444 / •2' /1 Gas i7gi411/( 5/l /// ,r . L x':620; L:; O i s/O ,c &4› T //e 0/C /C 5 POST THIS IN C/ri '' / -5-sle'./ % bA NAL"1 SPiE+�TIONS MAY BE REQUIRED CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 ilietnir>, L/C.. //�5~ ctVie s/�' z -//' Vie& s F;(14.- Sk5 7/. ,r g f 64h.,uA. le -7/2-6" Project Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 1818 OVERLOOK DR GLENWOOD SPRINGS, CO Owner Information Parcel No. 10-1700 ermit Type Septic Permit 94 Classification;"New_ tmit`Staius: Activ Issue Date: 8/20/2010 Expires: 08/20/2011 218725204028 Address Subdivision HIGH ASPEN RANCH, P.U.D. Phone Section Township Cell Range Craig Fenneman 5864 East ST Indianapolis IN 46227 317-788-0374 Contractor(s) Phone Primary Contractor Pinnacle Mountain Homes (843)302-1465 Yes Proposed Construction / Details Engineer septic system on a Single family dwelling FEES DUE Fee Septic Fee - New Total: Amount $73.00 $73.00 Valuation: Total Sq Feet: $ 0.00 0 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # SEPT -8-10-20452 $ 73.00 Check # 4386 $73.00 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Friday, August 20, 2010 2