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HomeMy WebLinkAboutApplication-Permit.pdfTony Harrah 743 Rio Seco Road Silt, CO 81652 January 14, 2011 Re: BLRE-7-09-1122 Dear Mr. Harrah, Garfield County BUILDING & PLANNING DEPARTMENT In review of our building permit application files, we found your application which was filed at least 180 days ago. As per the 2003 International Building Code, Section RI05.3.2: An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing unless such application has been pursued in good faith or a permit has been issued .... Please be advised, building permits are deemed active for 180 days from date of issuance, and will remain active for 180 days from the date of an inspection. If no activity occurs within the 180 days, the permit will be deemed expired. As per the 2003 International Residential Code, Section R 105.5, the building official may grant one or more extensions of time, for no more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. In hopes of issuing your pennit, please contact us within ten (10) business days of the date of this letter regarding your application. If we do not hear from you, we will deem your application abandoned and dispose of your file and plans. Thank you for your timely response in this matter. Regards, David Bartholomew, Plans Examiner Garfield County Building & Planning CC: Andy Schwaller, Building Official 108 Eighth Street, Suite 401· Glenwood Springs, CO 81601 (970) 945-8212· (970) 285-7972· Fax: (970) 384-3470 12 Permit: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 i Fax: 970-384-3470 i Inspection Une: 970-384-5003 www.garfield-county .com City) or and legal description ( , Authority. Thi$ application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letler of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Pennits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/Road Access or a State Wastewater Discharge Pcnnit Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and jfwork is suspended or abandoned for a period of 180 days after commencement. CERTiFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. 1 under$tand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behaJf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Pennit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (CoUnty Regulation(s». I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the stnlcture(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance oftha BUilding Pennlt does not prevent the Building Official from: (1) requiring the correction of errors in tile submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or law. Review of th:'S~AiP~P~li~'fat~io~n:~, ~~~J;~~~~~'~'O~SJ"C::ti,:O"'::Of the work or discrepancies. As the . for compliabnyc eth we iBthu fileddienrga lD, setpaatert manedn tl odcoa ln loatw cso nanstdi tCutoeu annty a cRceegputalantcioe nosf r reesstp wonitshi bmileit ya nodr mliayb ailuittyh obryiz tehde aCgoeunntst,y i nocf leurdroinrsg, womithisosuiot ns limitation my I HEREBY AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: <1g~·r;,4 <iJ{~. &f q$'~.7fj ISDS Fee: Total Fees: 4~~:. lPq Balance Due: BP No & Issue Date: ISDS No & Issued Date: ~. (5!Or";1 Ia?~. to -&-rae: ~ 7 -bq -\ 12.2 SetbackS: OCCGroup: ConstType: Zoning: " (<c/l~ B\~'~~ iflt&/~ Pl\:DEPT: \\~ • _~ ~ Iv\hl\~~ 1/{C9/d(; A.PPROV AL ~ ~ DATE APPROVAL DATE The following items are required by Garfield County for a final Inspection: I) 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 circumstance,s 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 (e.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 MAYBE 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 e.o. for the building identified in the Building Permit. OWNERS SIGNATURE BapplicationdecernberZ007 DATE Building Plan Review Description of Work: addition of master bedroom & covered patios Bin #: PIF Location Address: 000743 RIO SECO RD SILT,CO Case Manager: Ken Smith Plan Case Number: BLDG-7-09-5995 Parcel: 217922207009 Application Date: 07/0&'2009 _____ Engineered Foundation _____ Driveway Permit _____ Surveyed Site Plan _____ Septic Permit and Setbacks _____ ,GradelTopography 30% _____ Attach Residential Plan Review list _____ Minimum Application Questionnare _____ ,Subdivision Plat Notes _____ Fire Department Review _____ Valuation Determination/Fees _____ IRed line Plans/Stamps/Sticker ____ .....!Attach Conditions ____ --'Application Signed ____ --'Plan Reviewer To Sign Application ____ -!ParceIiSchedule No. ____ .....;40# Snowload letter· Manu. Homes ____ ~Soils Report Thursday, July 9, 2009 Contacts Owner: Tony Lee Harrah Applicant: Tony Lee Harrah Applicant Phone: 970-876-5924 Email: Planning/Zoning _____ 'Property line Setbacks _____ ,30ft Stream Setbacks _____ ,Flood Plain _____ ,Building height ____ -'7,oning Sign-off ____ -'Road Impact Fees _____ ,HOAlDRC Approval _____ GradelTopography 40% _____ Planning Issues -----Subdivision Pla!---_-----General Comments: ctIfl. tJ~f,4i(O -'2tt~~ ~ ~~4.bO :' G~.(')() GAI'tf'Cl(:q -7~ 4t I(, If 1'2.eX) =I qa(& ,00 L.lVING 1166,7 ~ -II 74.0S • ~~.4Af<1'P%t?&f FEE ESTIMATE FOR SIF STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) Applicant: IQ"'<I~9fr",,, R~ ('Ie,{ .. .,! -AJ.u·t.OJ Job Address: '7i.{J, g'-I:> 5:<.<.0 e.Q Sd+ elk ~(t.s=')... Subd-Lotlblock: FINISHED LIVING SPACE: qyg sf X 74.68= 3>;' lfr;-0 Ef---~~----~ I UNFINISHED BASEMENT: sf X 41.00= ----------~ ---------------CRAWLSPACE: --------------------s -f X 9.00= GARAGE: sf X 18.00= ------------------------~ ---------------UNCOVERED PATIOIDECK: 3;2.0 sf X 12.00= _~3f.'t' i5:::..'1,-=()::.... -~_ __ COVERED PATIOIDECK: _....,}I-l-.I.:::%=:...-_...:: S::..f X 24.00= _.e=!l~l+f .z:,2~b~i_e!-_......;..-MISC: __________________________ ___ MISC: __________________________ ___ TOTAL VALUATION: 101. 5ir-o ~ I THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: \'235.4-4 PERMIT: SEPTIC= PERC: 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"124" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision fmal 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 ynvelope. Yes '-v1\/,' I 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do ~!lY. ':;{ 3. Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), yreams or water courses? Yes 'y .' \, 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes ''j" 2 5. Are you aware that prior to submittal of a building pennit 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 Pennit, 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 \:J... 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes 'f-7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ~ No ____ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes fb.. No ___ _ 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes _ ~rflJ--__ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes .~ 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? . Yes pL 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes k 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes K 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No K,' 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes_ __________ No _____~ Ol~·_ ___ 16. Does the plan include a window schedule or other verification that egresslrescue windows from sleeping roorp~ andlor basements comply with the requirements of the IRC? Yes _____ .",1h_"=___ 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 't--18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for tbt,se areas? Yes ~ No _____ ~---19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? N Y es _ -c---'~'--"-__ 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision p,rocess, are building plans in compliance with all plat notes andlor covenants? Yes fb, 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes p\ 22. Will this be the only residential structure on the parcel? Yes \f. No Ifno-Explain: _____ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? , Yes (f-24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes rt--4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes \'f,. 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes bl. 27. Does the plan accurately indicate what you intend to construct and what will receive a fmal inspection by the Garfield County Building Department? Yes ¥-. 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes \f." 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes ~ 30, Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes a-No ____ _ 31. 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 If.-. 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a fmal inspection prior to receiving a Certificate of Occupancy and occupancy of the building? rJ Yes __ -"-~""""'__ 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an ~ent and that the party responsible for the project must comply with the IRC? Yes __ ¥~,,-__ 5 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The licenSe number of the person performing the work will be required at time of applicable inspection. Yes Q\ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceilSchedule 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 0\ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes K (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ()( 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes ty.." I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. ~~ /0 -/-i-O'if Signature of Owner Date Phone: Q70 ~'1~'1-S<fbg (days); Project Name: £f'f'tIvi...y; f.2.r:SI d'tt::rJQ: Project Address: ,"I S «,'0 SC47 Ro 6 '170-t7b-'5'"QQ.<I (evenings) 4erPluA/c /AAA, ',,"I '.;A...J $-lf ~ r?/~:;A.. Notes: If any required infonnation is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required infonnation has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqDec2007 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, lBC, IFGC, lMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. Seismic design category: B 75PSF 8001 to 9000ft. 100PSF 9001 to 10000ft. Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R30l.2. 1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-lO beTow grade, R-19 above grade. • Slab perimeter R-value and depth is R-10/36in. • Crawl space wall R-values are R-lO below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R -19 insulatibn. Common ceiling/floor garage to house must have R -19. Take precautions to protect plumbing in these areas. RESIDENTIAL PLAN REVIEW LIST IMPORTANT NOTICE: 2003 IRC, APPLY THIS LIST IS AN INTEGRAL PART OF YOUR APPROVED PLANS. ALL ITEMS CONTAINED ON THIS LIST ARE MINIMUM CODE REQUIREMENTS AND MUST BE COMPLIED WITH IF YOUR CONSTRUCTION IS TO RECEIVE INSPECTION APPROVALS. THE RED LINED ITEMS ARE THOSE ITEMS, WHICH, DURING THE COURSE OF OUR PLAN REVIEW OF YOUR PROJECT, WERE FOUND TO BE INCORRECT, UNCLEAR, OR NOT SHOWN ON YOUR PLANS. SOME ITEMS ARE RED LINED EVEN IF THEY ARE SHOWN CORRECTLY ON THE PLANS SIMPLY TO REMIND YOU OF AN IMPORTANT CODE REQUIREMENT. SPECIAL NOTE SHOULD BE TAKEN OF THE RED LINED ITEMS SO THAT CORRECTIONS CAN BE MADE DURING THE COURSE OF CONSTRUCTION. EVERY EFFORT HAS BEEN MADE TO NOTE ALL NECESSARY CORRECTIONS DURING OUR PLAN REVIEW PROCESS. HOWEVER, ULTIMATELY IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM THE CONSTRUCTION ACCORDING TO MINIMUM CODE REQUIREMENTS, REGARDLESS OF WHETHER OR NOT THE ITEMS ARE RED LINED ON THIS LIST. IF YOU SHOULD HAVE ANY QUESTIONS WHATSOEVER, PLEASE CONTACT THE BUILDING DEPARTMENT AT 945-8212 BEFORE PROCEEDING. THIS SET OF APPROVED PLANS (STAMPED "APPROVED", DATED & INITIALED) MUST BE AVAILABLE TO THE BUILDING INSPECTOR ON THE SITE WHEN INSPECTIONS ARE MADE. FAILURE TO HAVE THESE APPROVED PLANS ON THE JOB SITE WILL RESULT IN: 1. NO INSPECTIONS BEING PERFORMED 2. NO INSPECTION APPROVAL 3. NO APPROVAL TO PROCEED WITH THE CONSTRUCTION 4. PAYMENT OF A $50.00 REINSPECTION FEE AT THE BUILDING DEPARTMENT BEFORE THE INSPECTION IS RESCHEDULED SPECIAL NOTE: LICENSING REQUIREMENTS FOR PLUMBING AND ELECTRICAL WORK. Per Colorado law (CRS 12-58-101 et seq Y 12-23-101 et seq, respectively), persons performing plumbing or electrical work for hire must be licensed by the State Plumbing or Electrical board, respectively, and must be working under the supervision of persons licensed by the state to operate a plumbing or electrical business. For plumbing work, this means that the individual must not only be licensed by the state as a plumber, but must also either hold a Master Plumber's license or be working under the direct supervision of a Master Plumber. For electrical work, the person doing the work must not only be licensed, but must also either hold a Master Electrician's license and an Electrical Contractor's license or be working under the direct supervision of an individual licensed as such. The only applicable exception to these laws is that individuals may perform electrical or plumbing work within their own home (see CRS 12-58-113(2) and 12-23-111(2), respectively, for details). APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY PART OF THE GARFIELD COUNTY BUILDING OR ZONING CODE OR ANY OTHER ORDINANCE OR LAW. ALL INSPECTIONS MUST BE COMPLETED, INCLUDING A FINAL ELECTRICAL INSPECTION AND A FINAL BUILDING INSPECTION BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AND THEN AND ONLY THEN CAN THE BUILDING BE OCCUPIED. 1 14. Garage and carport floor surface shall be of approved noncombustible materials or asphalt paving material (R309.3). 15. All lumber, plywood, fiberboard and structural glued laminated timber must be identified by a grade mark or certificate of inspection issued by an approved agency (R502.1, R602.1, and RB02. 1) 16. All trusses and/or rafters are to be tied to exterior walls with approved hurricane anchors (RB02.11.1). Exterior wall sheathing shall be applied in such a manner as to tie top plates to exterior wall studs and exterior wall studs to the floor system in order to resist wind uplift. Solid blocking is required at bearing points [RB02.B]. 17. Check elevations above sea level to determine roof snow loads. Must show engineering. All trusses must be stamped by manufacturer. 18. Manufactured truss components must be inspected and approved by a recognized quality control agency as specified in the (RB02.10.2) or provide engineer's stamp on drawings. Prior to rough framing inspection a truss engineering report detailing the bearing points, bracing requirements, load design and spacing must be available at the job site and attached to the APPROVED PLANS (RB02.1 0.1). 19. Ridge beam, board shall not be less in depth than the end cut of the rafters, and shall be at least 1" nominal thickness. Valleys and hips shall not be less than 2" nominal thickness and not less in depth than the cut end of the rafter (RB02.3). 20. Provide attic ventilation equal to 1 sq. ft. per 150 sq. ft. of attic area and rafter spaces (RB06). 21. Provide a minimum 22"x 30" attic access opening with 30" clear headroom in attic areas that exceed 30sq. ft of area as required by RB07. 22. All robfing to be installed per Sec. R905. Wood shakes and wood shingles must be pressure-treated fire-retardant. All bundles must be labeled as meeting Class "c" or better. 23. Foam plastics shall be protected from ignition on the interior of a building by a minimum 1/2 in. gypsum board or by an equivalent approved material as outlined in Sec R314.1.2. 24. Balconies, landings, exterior stairs and similar surfaces exposed to the weather and sealed underneath shall be waterproofed. 25. Insulation shall be minimum value of R19 exterior walls, R30 roofs, and R11 floors over unheated areas (Resolution No. 2002-32). Crawl spaces and basements must be insulated. Common walls between house and garage are considered exterior walls. See Amended Table R301.2(1) for other minimum R values. 26. Natural light at habitable rooms to be equal to B% of the floor area with natural ventilation equal to 4% (R303). 27. If and/or when the basement is finished, Garfeld County will enforce the natural light and ventilation requirement. This must be a consideration in basement design. 28. EVERY SLEEPING ROOM MUST HAVE ONE EXTERIOR DOOR OR ESCAPE WINDOW WITH A MINIMUM 5.7 SQ. FT. NET CLEAR OPENING. THE MINIMUM HEIGHT OF THIS CLEAR OPENING MUST BE AT LEAST 24" WITH THE MINIMUM WIDTH AT LEAST 20". SILL HEIGHT CANNOT BE GREATER THAN 44" ABOVE 3 40. For enclosed usable space under stairs, provide 1/2" gypsum board to underside of wall and soffit (R311.2.2). Fire stop stairs at stringers (R602.8). 41. Skylights shall comply with Sec R308.6 for glass and plastic skylights. Glazed skylights shall have screens installed below them. 42. Glazing in doors or within 24" adjacent to doors, adjacent to stairways, and including windows and glazing in enclosures for showers, saunas, whirlpools, steam rooms and tubs located less than 60" above the floor or drain inlet, and shower doors must be impact resistant safety glazing or tempered glass. See Sec. R308 for other glazing requirements. 43. The water closet centerline shall not be less than 15in. from the adjacent wall or partitions or not less than 15in. from the centerline of a bidet or water closet to the rim of a tub or shower and shall have a clear space in front of the water closet of not less than 21" (P2705, figure 307.2) 44. Garages shall be separated from the dwelling and the attic above the dwelling with 1/2in sheetrock on the garage side walls. 5/8in type X sheetrock is required on the ceilings of garages beneath habitable rooms. A self-closing, tight fitting solid wood door 1-3/8" in thickness or a labeled door with a fire-protection rating of at least 20 minutes is required for openings. (R309). See also manufacturer's one hour fire resistive requirements for T JI type construction. 45. No openings are permitted between a garage and rooms used for sleeping (R309.1). 46. Do not penetrate separations between garage and dwelling. Gypsum board must be continuous. (R309). 47. When a garage is located under a dwelling, or the ceiling is being used as part of the separation, bearing walls, columns and beams supporting the horizontal separation must be protected by not less than 112in sheetrock or equivalent construction (R309.2). NOTE.: See page 1 and Colorado Revised Statutes (12-23-101 et. seq.) or contact the State E.lectrical Board at (303) 894-2300 for state licensing requirements for persons performing electrical work. 48. In dwelling units, at least one wall switch-controlled light fixture or outlet shall be installed in every habitable room; in bathrooms, hallways, stairways and attached garages, and at outdoor entrances (NEG 210-70). 49. Provide ground-fault protection (GFGI) for all 120 volt, single phase 15 and 20 amp receptacles installed in bathrooms, garages, within 6 feet horizontally of the kitchen sink, and outdoors where the outlets are less than 6 feet 6 inches above grade level and readily accessible, and at least one GFGI receptacle installed in unfinished portions of basements (NEG 210-8). 50. No usable wall space shall be more than 6 feet from an outlet, and an outlet is required at all counters 12 inches wide or more, and on any usable wall over 2 feet. (NEG 210-52). 51. At least one lighting outlet and convenience receptacle shall be installed in an attic or crawl space where these spaces contain equipment requiring servicing, or are used for storage (NEG 210-70, M1305.1.4.3). 5 63. GAS APPLIANCES LOCATED IN A GARAGE OR AREAS THAT COMMUNICATE DIRECTLY WITH THE GARAGE SHALL HAVE ALL SOURCES OF IGNITION ELEVATED NOT LESS THAN 181N. ABOVE THE FLOOR OF THE GARAGE (M1307.3). 64. Clearances to combustible construction for heat producing equipment must be maintained. (M1306). 65. Install EPA approved zero clearance/factory built fireplaces to manufacturer's specifications. 66. Wood burning stoves must be installed in accordance with manufacturer's specifications. ALL NEW STOVES MUST HAVE A LABEL FROM AN APPROVED TESTING AGENCY AND A LABEL SPECIFYING THAT IT MEET THE STATE OF COLORADO AIR QUALITY STANDARDS (CRS 25-7-402). 67. Hearth must extend 16" in front of and 8" beyond the sides of the firebox opening. For fireboxes 6 sq. ft. or larger the minimum dimensions are 20" in front and 12" beyond the sides (R1 003.1 0). 68. Chimneys must extend a minimum of 2' above any part of the building within 10' of the chimney (R1001.6). 69. Fireplaces and chimneys shall comply with IRC Chap. 10. Where required, every chimney shall be equipped with a spark arrestor consisting of 19-9auge welded or woven wire mesh with openings not exceeding 1/2 inch (R1001.6.1) 70. All gas appliances (including fireplaces) must have. shutoff valve within six feet of appliance in the same room and remote from the appliance for removal of the unit without interruption of gas to other appliances (G2420.5 [409.5]). 71. Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property (R321.1). Job sites or driveway to sites must be readily identifiable from the county road. 72. Atmospheric vacuum breakers are required on all hose bibb connections and faucets with hose attachments. (P2902.2.2). 73. Tank-type water closets shall have a flush with not more than 1.6 gallons of water; showerheads shall have a flow capacity of not more than 3.0 gpm; and lavatory faucets shalJ have a flow capacity of not more than 2 gpm (Table P2903.1). 74. A. Gas logs installed in solid fuel burning fireplaces and all gas appliances shall be installed per the manufacturers installation instructions, and the testing agency listing and this code(G2431 (601). B. Note: gas logs or fireplaces cannot be installed in bedrooms. See Sec. G2406 [303] for exceptions. 75. Rough frame inspection is to be made after the roof, all framing, windows and doors, fire blocking and bracing are in place and all pipes, chimneys and vents are complete and the electrical, plumbing and heating wires, pipes and ducts are in place (R109.1.4). 7 c, The upper inlet and the termination of the drain are to be provided with protection from the entry of debris or animals, which may cause blockage of the drain. This protection is to be approved by the building inspector. 9 insulation in a wall if more insulation was used in the ceiling for example. A design professional maybe required to do the calculations. *' Additional inspections will be reguired to assure the building envelope designs obtained in the 3 options abov~ are installed correctly. Construction practices will need to assure tiglit air leakage control'and moisture control. Penetrations into the walls and roofs, window and door framing and other areas will need to caulked, gasketed, weatherstripped or otherwise sealed. The other requirements of this code for residential are related to the heating and cooling systems (boilers, AC, furnaces) and water heaters. Systems will need to be sized correctly, ductwork will need to be sealed and insulated, and circulating hot water systems will need to be insulated to name a few areas for inspection. Section 404 of this code allows for compliance to the code to be deterr'nined with the aid of computer software. This performance based approach requires the proposed residence (proposed design) be shown to have an annual energy cost that is less than the standard referenced design. E-Star programs and RESchec are an example ofthls type of software. ',Commercial projects will also need to comply with the 2006 IECC. The provisions can be found in Chapter Five. Sections 502,503,504, and 505 contain prescriptive requirements for the building envelope, mechanical, service water heating and lighting systems respectively, Also ASHRAE Standard 90.1 can be used to show compliance with this code. In general, the commercial review is similar to the residential but is more complicated due to the increased complexity of most commercial buildings. There are additional requirements for lighting, lighting switchlng and in total building performance. Use of a design professional. w ill be required to show compliance with the code. The 2006 IECC and ASHRAE code books are available at International Code Council web site iccsafe.org. Some jurisdictions may also have code books available. Parcel Detail Page I of 4 Garfield County Assessor/Treasurer Parcel Detail Information A§lli'ii~Qrlln,J!su[er PrQperlY_8earch I Ass_~ll51r Sy12setQJleJ): I Al>sessQLSaJes Search CJITlc & Rec9IdeLReG.~tiQ!L8earch Pan;elJ2etail I Yalue DetAil I Sales D_eta.il I ResidentialLCQmmerYiaUmpmYe!ll~J1J Detail .Land Demil I I'hotogmphs I Mill LevxJ3,eYenuesJ2etail I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I I 023 II R231086 II 217922207009 II 46.355 I -------_._. __ ._---Owner Name and Mailing Address IHARRAH, TONY LEE 10284 RIO SECO ROAD ISILT, CO 81652 Assessor's Parcel Description (Not to be used as a legal description) ISECT,TWN,RNG:22-6-92 SUB:SIERRA IPINYON SUB-DIY 1OT:9 PRE:R200164 IAND/THRU:T TO:R200166 BK:0840 IPG:0780 BK:0833 PG:0545 BK:0643 IPG:0896 BK:0593 PG:0196 BK:0533 IPG:0688 BK:0520 PG:0899 BK:0520 IPG:0896 BK:1518 PG:552 RECPT:636520 IBK:1417 PG:270 RECPT:616673 BK:I053 IPG:0463 BK:0891 PG:0603 Location I Physical Address: 11743 RIO SECO RD SILT I Subdivision: IISIERRA PINYON SUB-DIY I Land Acres: 116.894 I II http://www.garcoact.com/assessor/parcel.asp 7Parce INumber=217922207 009 I I I I I I I I II I I I I 7/17/2009 Parcel Detail Page 2 of4 I Land Sq Ft: 110 I I Section II Township II Range I I 22 II 6 II 92 I 2009 Property Tax Valuation Information I II Actual Value II Assessed Value I I Land: II 150,00011 11,9401 I Improvements: II 172,70011 13,7501 I Total: II 322,70011 25,6901 Most Recent Sale Sale Date: 112/9/1998 Sale Price: 11157,000 Basic Building Characteristics Number of Residential Buildings: II I Number of CommlInd 1Buildings: 0 I I I I Residential Building Occurrence 1 Characteristics I I I I 1 STORY WI BASEMENT: 11616 I I UNFINISHED BSMT: 11504 I I 1 STORY WI BASEMENT: 11504 I I TOTAL HEATED AREA: 111,120 I I ' ABSTRACT CODE.IISINGLE FAM.RES-. IMPROVEMTS I I ARCHITECTURAL STYLE: III-STRY/BSM I I EXTERIOR WALL: IlMASONITE I I ROOF COVER: IlcOMP SHNGL I I ROOF STRUCTURE: IIGABLE I I INTERIOR WALL: IIDRYWALL I I FLOOR: IICARPET I http://www.garcoact.com/assessor/parcel.asp?ParceINumber=217922207009 7/17/2009 Parcel Detail Page 3 of 4 I FLOOR: IISHT VINYL I I HEATING FUEL: IIGAS I I HEATING TYPE: IIFORCED AIR I I STORIES: IISTORIES 1.0 I I BATHS: 112 I I ROOMS: 115 I I UNITS: 111 I I BEDROOMS: 113 I I YEAR BUILT: 111997 I Tax Information I Tax Year II Transaction Type II Amount I I 2008 II Tax Payment: Second Half II ($534.00)1 I 2008 II Tax Payment: First Half II ($534.00)1 I 2008 II Tax Amount II $1,068.001 I 2007 II Tax Payment: Second Half II ($524.74)1 I 2007 II Tax Payment: First Half II ($524.74)1 I 2007 II Tax Amount II $1,049.481 I 2006 II Tax Payment: Second Half II ($457.62)1 I 2006 II Tax Payment: First Half II ($457.62)1 I 2006 II Tax Amount II $915.241 I 2005 II Tax Payment: Second Half II ($457.94)1 I 2005 II Tax Payment: First Half II ($457.94)1 I 2005 II Tax Amount II $915.881 I 2004 II Tax Payment: Second Half II ($464.79)1 I 2004 II Tax Payment: First Half II ($464.79)/I 2004 II Tax Amount II $929.581 I 2003 II Tax Payment: Second Half II ($517.38)1 I 2003 II Tax Payment: First Half II ($517.38)1 I 2003 II Tax Amount II $1,034.761 I 2002 II Tax Payment: Second Half II ($508.08)1 I 2002 II Tax Payment: First Half II ($508.08)1 I 2002 II Tax Amount II $1,016.161 I 2001 II Tax Payment: Second Half II ($505.43)1 I 2001 II Tax Payment: First Half II ($505.43)1 I 2001 II Tax Amount II $1,010.861 -----http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217922207009 7/17/2009 Parcel Detail I 2000 II Tax Payment: Second Half II ($485.67)1 I 2000 II Tax Payment: First Half II ($485.6711 I 2000 II Tax Amount II $971.341 I 1999 II Tax Payment: Second Half II ($483.3611 I 1999 II Tax Payment: First Half II ($483.36)1 I 1999 II Tax Amount II $966.721 IOR_o[l>fig", As.s~sor Datal:?asL[cSlrch OpJions I Irea~1JJ§LDillabSlse Search Opti.o!lS Clerk & RcQotder D..Jltab<ise.SeJ1X£h~ptions Page 4 of 4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by GoodI1JJ.n.s~ftware. http://www.garcoact.comlassessor/parcel.asp ?ParcelN umber=21 7922207009 7/17/2009 ~ . 5S ..,:r:: @~ ~ f.7l_ O~. §&;;: , <-~~~ • 0 o ~ ~ ~ = ~ r..,I).. . Q. ~ = ~ ~ ~ 9 o Q. ~ ~~ C/:l l;.) "....... F~ ~ . • ....,0 ~ n C/:l Q. o~ .,.. 50~ :;>;:l:;>;:l .,.. ;x>o 0 o;x> = 00 Harrah, Tony addt @743 RIo Seco Rd .. Silt ~0~ \t:r >-0&~ ~kSW ~~ (tt=1 ~~ ~~ ~ s.,.~ , . S"i>{...~0 \ THESE PLANS MUST BE KEPT AT ~ ~ BUILDING SITE OR INSPECTION ~ DELAYS MAY OCCUR. CONSTRUCTION 9") SHALL CONFORM TO THESE PLANS. BLRE-7 -09-1122/5995 ALL CHANGES SHALL BE APPROVED BY THE BUILDING OFFICIAL. rlfL-O ~ r APPROVED SUBJICT TO NOTED UClmONS" INSPEcnONS GARFIELD COUNTY BUILDING DEPARTMENT DMeV'/~/~ By1:1££ FIEI.D COPY NO INSPECnON WITHOUT TllESE PLANS ON SITE pqe of ABBREVIATIONS: ...aovE FlN5H FLOOR ,o.c.cou;,n::.",L GBLN& TILE AD.JhT...aLf ""-TE~ATE AHDiOR Ba.. 15 ""0 AAGHTEC.;n.f~AL AT B ..... B ..... POO<ET 6E.tftN6 BLOGKNo:;. BOTTOM eorrOM OF FOOTN6 """'". BYO~I:'R C""fU"<"6" GSiTEJ't LtlE C6VMIGTLE a. .... C""'"" CONCRETE C.Ct<IEGTlON ,"",TN""'" ""'AL """' ... """"'-6""'" 6L<H.'" 6'I'P9.H I"VIU.. BOAAV ",,"T "I-IO"R"IZ ONT» L 1NF'0RM.0.T10>! " ..... "'" JOE>T U~RFEEf llV£ LQ,o.o LOH60lTlDtI ...... NaT N CONl'Rl'GT ON a:'NTER .,..,."""' <NB< PAN"" PERFc:::fV.TID Pco.TO PLl'Y'IOCO PRCf"ERTY UNE" REt<F~KENT RR """""""'""" Re;u;", Revl5eD SHEfTMET ........ 'M'-'R ~EfEET STJoNVAAD .TeEL ."", 'T"C"O"" " TOP OF R>OTN6 TOP OF Pl..J<,TE TOP OF L.fD6E TOP OFI"W...l.. T01,o.l. TOI"IELBAR TRJ>N!:>'IERSE """AL l.t<15S HOTaJ OlliERl'l!>E VERFY ... flaP VERne. ...... VNl1... I"W...1.. COV'lRN6 I"I!O.TEI't GL.OSET yU"TER Hf.o\TER ""_PROOF I"IATER R55T#<T ,..""" """'"" 0 "'-F.F . ""''':f. AOJ. "'-T. AS. • ARG«. • B"-eM. PKT. BF6. BLK'G. BOT. e.F. BCD6. BO. GAB. a.6. a.. GT. "'-R GOL. GO~. CONN. CONT. rnl.. reL .".", ' ELEv. OREL """',.. EXT. A.R PT6. "'0. 6A 6.L 6.l'i.a ""K' HORI.Z. "R>. IN9JL. hT. L'. L.L LCtoI6M . NJ.G .P..r..o. ,. . PC PLY. !'Ref>. ~E RENF. ".,...,. REaD. Ro;L Rev. ..>.<... S.F. OR ea. FT. .",. .TL .",. ,"K TLT. T.F. T.P. T.L. T." TOT. T.B "'""'"." " IJ.N.o. VJ.F. VERT. V"G "c. ""P" . "R "". ~ >'0. SYHBOL LIBRARY: HATERIALS: B""'''' SEGTIOH """SEGTlON ~OOFSL..OPE ELEVATlc:t-l "ARK "EL"E"VA"T'I"Ct oI "ARK SITE DATA: ~ T. GONG. 06<> o o EARTH E:·:·:·:·:·:·:·:·j GRAVEL MASONRY IQS8&S&S<I BLOGK 1;:,:·:;;·;,·,·:1 STONE = (:.Q>IG~ETE Y'lQOD V/7d"3 '""'" 1><1 1;;;;;;; 1 B " I ?)2/PROPERTY ADDRESS: 143 RIO 5EGO ROAD SILT, CO. 81652 LEGAL DESGRIP1l0N: ASSESSOR'S PARCEL NO.: ZONING: LOT AREA: OGGUPANGY GROUP; CONSTRUCTION TYPE: SQlJAR.E FOOTAGE:. LGI'OER LEva ENlRY LEVEL DEGKSlP A nos TOTAL EXISTING MAX. HBGHT: ALLOY'IA6LE MAX HEIGHT: PROPOSED MAX HBGHT: 1'1.-3 TYPE V J;2g:;I. WA WA WA WA PRlNGPAL B1.IX>. -" PRtlGlPAL BlDG. PRINGIPAL BLDG. -" EXISTING % OF SITE GOVERA6E: .0% PROPOSED % OF SITE GOVERA6E: .0% PRPOPOSED % OF DEMOLrrlON: 0% EXISTING NUMEER OF BEDROOMS: PROPOSED NLt-1BER OF BEDROOMS: EXISTING ON-51TE PARKING-5P.AGE5: ON-SITE PARKING-SPPGE5 REG'D.: PROPOSED ON-5ITE PARKING SP.AGE5: EBQ~J;;12 AQDfTlQN 00 5G. FT 44&.0 sa. FT. 1&5&.0 SQ. FT. 23060 sa " . METAL. INSULATION BATT 1!$j¥jMl FINISHES 1 STONE .I ,I.!,!,!,!,!,!, CARPET MIse; 6&$0661 OVERfl'VlMN6 GODE5: IRe. 2003 PROPOSED. IQI6l.. WA WA WA WA IVA WA WA WA SHEET INDEX: COVER A 1.0 INFO AU SITE PLAN -NOT REGURED AS ADDITlON 15 GREATER THAN 50'-0" FROM PROPEl'( LINES A2.1 LOJAIER LEVEL PLAN A2.2 UPPER LEVEL PLAN A2.9 ARGHITECTURAL ROOF PLAN A9.1 EXTERIOR ELEVAll0NS A3.2 EXTERIOR ELEVAll0NS A4.1 ~LL SECTIONS S1.1 FOlJNDATION PLAN 52.1 FLOOR FRAMIN~ PLAN S2.2 ROOF FRAMING PLAN S3.1 STRUCTURAL DETAILSINOTE5 ~ I-"~ IZ 8 ~ ~ w j! If) I Ii III ~ (fl is I w • III 9 I a ~ ~ m •a I-~ Rio:!) H()l ' S I-~ ': .,; 0 : I -.a.l ctlilcl'lurc ;~ ~158 L AKLA\'L (,I EN\\,(ljJO~I'RIN(jS , CO 1I1t,01 " HI "'E I'PO, ·'.f'-l<o~IO 1 .\X IU"-t·I3I·I')'i1j ,,,11._ ... "'.' .. ,,· ... ... ~ tIl CJJ 0 ~ "" .g ~ ~ ~~f] ~, , ii ~1 ~ !~,,-3 A 1.0 0 .. 3Al0 I I I ------------------------------------------1 , , , , , , , COVERED PATIO o EXISnN6 FAMILY r---~ (EXIST) T. CONe.. I r---l00'--oV.I.F. t--t--r---t--t--t--t--r-------~ I I I I I I I I I I I I SLAB ON GRADE I I it', veL';' 7, ----~----I I I I -~ -------------------------I I I I, I I I """'T. ~'" EXISTING STORAGE CARPORT EXISTING OFFICE I I l o o GENERAL NOres ---0 PHONE l!)70) 9<15-11240 F .... X (iIl,6) 43 1-1950 ~'-"""",*"IPkA"'" FF ~j"".~i~ l A2.1 0643;.2.1 , I Ie 10 EXISTING HOUSE GOVERED PATIO ~ T. CONG. ~" -ll o 3'-4 11:2" 2:-7' 10'-5" I -I o ~T. -J<---, . "'·0" I I , I 1 I I I I I I GENERAL NOTES l~RAL PER ~C. TYP. ~~ ,,"r" C'I) K , 1 I ~ '€ 1 I, Fi i o , • ~~P1I~4\!"7':~-;o;;R,-,L:!E!:::.V.!....=EL!:....!.F-=L~O:::!O=R:.JP,--L=A:::;N!.!-_---i4D RISBLAKEAVE. GLENWOOD SPRINGS. CO. 81601 PHONE \970) 945·11240 FAX (1166)431 · 1950 bruo.'<i!i'" ......... hilo<"''''"'' •• .• • ' iilm~ "'="';'; 8..f 1;:1''~1: .,'101" ~ A2.2 I I I I ----------II I I -----COLD-ROLLW ~lI6ATW METAL ROOFIN6, TYP. E>05T. I '1, I I I I -~ : I : I ."1'-' , : I , I GENERAL NOTES 1. DO NOT sc.,.t.LE DRN"IN65 -GONTAGT ~ITtO('..T OR 1'N61NSOR c.otlceRNlN6 Dl5CREPEN"ES OR M~6 INFORMATION ~. COHI"'L T l"ITH ,o.u". ~r<:-,o.st.E BUll.DlH6 CODES ~D CONFORM NTH i"fAll.'R"",-~D EGMPMENT MAAtlFAC.TU!<.ER5' RECOHMI'NDATlON5. !I. "'"'-I. D1He~5 TO F.-..:;E Of' FRN-11N6 ~1.E5!> N=OTli~5e. 4. EXTERIOR rv.u...5 TO [1[' 2)<b . l b-O.G. UN LE~ NOT'ED ~ REFER TO. 5~oc.TVRAl-~NC.5. ~. ~ rt'ILL5 TO 610 :2><4 • lb" OG. UN LE~ N= DTliEf'U"tSf'. P!t'FER TO S1RL!Crt.RAI... DRN'4N65 k5~~~U~5T5 . .a.ND RAF~. CRCWoI , . GOCRVINATI'-..Ic:l5T ~eNf NTH PUlMI3IN<50 FIXTURE LAYarr 0 . HOl..D,o.u. ~EIING ~ 1'>5 Hl6H,Io8 ~lE. GOCRVINATI'-N TH e-.oeIt'lET ~1E'5. <I. NO. VENT OR PU!M!3[N6 5T.oG.I<:S AA1:' TO BE L.OC-A'fU' IN ~AATY I"W-L5 10. THE UPf'ER L-eYa-PUJHOINO 5T...a<.5 >'RE TO BE (,,0.5T 1P:a.t UNTIL THEY R~ THE ~ SP~. 11. TIll' F'\R~Cf' n-teSE DRN'4N65 r.; ONLY TO. 6RAPH1C"'U.-Y DL'P'tGT nH! GENERAl... tvlWRE OF lJ..IE ~_ THE GON'fRAC.TOR IS RESf'ONSl6Lf FOR CONFIRMING DlM'EN51ON5 ~D 5ELEGT1N6 F,>eRICA'TlON f'I'!~.-.ND T'I:-ct1NIGVES OF CON5TRJ!C:,TlON. THE ,oRCHiTEGT HiD/OR lON6INES't. 5tI,o.u. oe NOTlPIED Of' ~T vAA""TlON FROM DIMEN5IOH5 OR GONDITlONS ~IN'fljE~NG5. ~-'''''6'E ROOF TO MATO< EXl5TlN6, 1YP 2'-b" 6H -.-~--~~ -~-+-----I -~-------G , I I I I I ---------------~--~---~ I I F o • • 815 BLAKE AVE. G[.ENWOOD SPRINGS. CO. 8[601 PHONE (970) 945·1;240 FAX (l!66) 43[ ·1950 l""'''1! ,,,U,,,,,,,,,,,,,hiwcw,,, .• '''''' A2.3 00431-2.1 ! t , EXl5TlN6 HOUSE, TYP ------~----------------~1 -__ COLO-ROLLED CORRUGATED ROOFING, TYP. FlBER6LASS 5HlN6LE ROOFJN6 TO MATGH £:<JSTlN6. TYP. _______ CONT. DRIP EDGE TO MATa. EXl5TlH6. TYP. ---___ _... 1)(6 FA5GlA TO t-'lATGH EASTlN6, TYP. COlD-ROLLED CONT_ DRIP E'D6E, TYP. NOOD KJC.KER PER PLAN, Tl1"'. SlDtN61EXTERk:JR TRIM TO MATCH EXITS!N6, TYP. BEAH PlR PLAN, TYP. COUJHN PER PLAN, TYP. E><lT51N6 6R.NJE TO RENAIN. TYP , , , -,------...L :-..,...~ --4-" I I I I -------~ I I I IlII1l1fM11ilrrrrrnmlmnmmrmJrnlDJ' III IIIIIII1 o ~s:.~;r~ ELEVATION GENERAL NOTES 1. DO tIOT sc.oJ...E OR.A¥'tN65 -GGI'ITAGT "",,,,,,ru;r OR EN6INfOER COI'I~NiNG oteGREPENClE5 OR Ml5SlN6 INFCRMA'f'oa'< :l. c.ot-tf"l.. '( I'ffH N..L N'PUG!>BLE E<Jl.DIN6 ~ ...... 0 GGI'IFGRM rt'!}j M,o.T'ERI..<L,.,..D EGMPl-1ENT MI<J'<UF.oGTVRER5' REC,.OMMEIiO ... T1ON5. !I . .o.t.L-DI",e~TO F.o'CE OF FR.*11N6 I,.tlLf'S!> N=~~ ,,_ EXlE'UCR~!> TO ~E :lXb . 16' O,C. lINLE55 NOTED 0ll-iERi't!'>E. REFIOR TO 5TRI)(::T1JF!AL-~NG5. 5. ItHt'RICIR)"(.O.L~ TO Be :2"". Ib' o.c:.. UNLE5S N= <7Il'ERW~. RUW TO 5no::UC"ft,R.'.L DRN"4N65 .t5~ ~~Up~T5· ~D RN'~5. CROrt<! ,_ GOClI'WINATI' JOI5T ~MENT I'ITH P1.J.IMBiNGo l'!a~...l'C""I"i.vMBlNG JRN>5 -"5 HlGH.as ~BLE I ~--==-"''''--':''::':'':-=-~ c:.ccRDIMATE I'ffH c.o.aiNET ~1 f5 . T. PL. ~ 111"-0 N.i.n (EXIST T. PLY. 10-r-oV.I.F. T.DEGK 10B'-11 1/.:2 T.GONG. 101"-B 100'-0 V.I.f EXIS-nNG H0U5E. TYP. <t t<OVENTORPUMBlN65T,IoGJ<SAAfOT06l" t-=ATL'O 11'1 I"AAN Y'VoLL.5 10. ~ UPPER U"vt'L-~MalN& 5T~ AAE TO BE ~T ~ VNTlL TIiE'l' RE.OGN rul' c.ru¥'l-5P.-.c.f'. 11. '!}flO f'I.lR."'~E OF THESE ~N65 15 ONLY TO 6RA/"HIC..o.u. Y DE'I"'ICT THE 6ENERN. N"TVRE OF Tl<E t'iCRK THE GCt4"1l'UCTOR. 15 ~~BLe rOR. CONriRMIN6 DIMEN5IONS,o.t,'D 5ELEGT1N6 F"'8RlC"TlON f'RC1(:;E55f05 ~D ~QfNIQ.JE5 Cf' CONSTl'tl!GnoN. THE ,<RGHnE:;T ~D/CR f"N6INEU"-5tVU.. BE NOTIf'IW OF .-.NY VAAlATlON f RCM DIMENSIONS CR GCt4D11'lCN5 5IlClY'lNINnfI:'~N"5. COlD-ROLLED GORRLlGATW ROOfING. TYP. COLD-ROLLED CONT. DRIP EDGE. TYP. lXb FASGIA TO MATGH EXISTING. TYP. BEAM PER PL<>N. TYP. COLUMN PER PLAN. TYP. RAIL PER IRG. TYP. t=xl51lHG 6R1'DE TO RENAlN. TYP. T PL . 111"-0 .I.F . (EXIST) T. GONG.~ 100'-0 V.i.F. 1 o • l-i15IJLAKE AVE. GI.ENWOOD SPRINGS. CO. 81601 PHONE (970) 945 -82~0 FAX (~66) 431 -1950 I~".,,{~ ,.,J, .. "",,,,,,hjk.:h'f"""" A3.1 0643/'V..l I J I t _5_UP_1. H_ < EXlST1N6 HOUSE. TYP. COLO-ROLLeD ~""TID ROOFI'l6, lYP. COW-ROLLED CONT. ~ ED6E, TYP. CEDAR SHI6LE 5ID1N6 • 6...aLE, TYP. GONT. DRP EDGE TO M .... TCtf E>Q5Th16, TYP. lXb FI6C.IA TO MATCtf E.lQ511N6, TYP. 111 -0 eV.l,f.j (EXIST) T. PLY. -ov. T. DEc.!< lO&'-1I 1/2 T. CONe. 101'-6 51DIN6/EXl'l:R1OR TRIM TO MATCH EXlT5I>I6, TYP. I"IOOD KIGI<'.8't PER PI...AN, TYP. BEAM PER Pl.N-I. T'I'P. COLl.MN PER PLAA, TYP. ----___ =:-= ~~ REHAti"'_r"y.p~_"(EX",';=T~)~""""T;;. 5';'""~v¥"",:'~~ o ;~~T~" ELEVATION EXISTING-HOVSE, lYP. GOLD-ROU...ED CORfW6ATED ROOFI'I6. TYP. GOLD-ROlJ...ED CONT. DRIP EOo$E. 1YP. FIBERGLASS SHINGLE ROOFIN6 TO M .... TGH ExJ!:tTIN6, TYP. I"t?OD IQCKfR PER PI...AN. RAIL PER IRe, TYP. BEo*1 PER PLAN, TYP. ___________ COL..1.MN PERPL.N>I, lYP. EXISTING 61'VOE TO REHAIN, TYP. (EXIST) T. CONG. ~ lOO'-oV.I.F. Fi o 2 • P~ION E (970) 945-82~O FAX (1166)431-1950 t.n..'<1!! ........ ""'hik.:"""~"'~ A3.2 0€>43 A2.' ~ T. PL.Y 5EE~. 2 ~ T. CONG. 5EE~. l MASTER BEPRooM " CARPORT • 1<TPC. ~ T. PLY. ~T. FT6. 1 OFFIC.E -----",-;-~T.PL.. 5EE~.3 ~ T. PL.Y 5EE ~.2 ~ T. CONG. 5EE ~.l '-Ii 0" 1 1 MASTER BEDROOM " C.ARPORT • (» <'> ~ <3> <b <iJ> 0 <~ 0 <l9, ~ SECTION NOTE LE6END 4' GOHC.. st...;a 1'flll1lllCKe-lW fD6E, I'flll REt-lF. PER FDH. PUt.N, TYP, !J.N.o. 2X6. 16" PfRt.1EfEftsno ~ WR·l'1 BATT N5U1... 5/,!I' 61"8 HT. StiT6 .. sa:. El.£V5. FOR EXT. FINI5I-I. TYP, !J.N.O. 2X • lb' HT"ERIOft sno $/a' 6i"e (B01lI SlOES) HT. '!iHT6 .. TYP. !J.N.O. GONG. STEM 1"W..L PER PL.Jto.N l'VREt-lF. F'£R 5TRlX:.TURAL... TYP. !J.N.O. TRtJS6E5 PER I"'\.IIoN W1X4 SI<IPPED SHEATHIN6 WCORRl)6Areo METAL ROQFH6.IX6 n6 PINE 5Of'FIT. TYP. V.N.O. 2Xt> JOISTS. 24' 0.C..1'V3/4" PL"T"i"V D£GKlN6 .AND 5/e' 61"8 GflLIH6 FHISH. TYP. !J.N.O. F'REF,oa TRl.I&S PER. PL.Jto.N l'VR,3& BATT INsu... Y'V I' MIN. VENT SP,oc,E. 5/6' 0$1"8 HT. SHTo$., lx6 H6 PINE SOFFIT AND 5/,!I' PLl'. ROOF SHT6., 2X u.DDER. FRAMING PER ~,~:;r~ ~~:~~~.~~~~dw65. , FtOOF PL.Jto.N, TYP. U.N.o. CONG. PIER AND BASE CONNECTION PER F'I,..,oto.N, TYP, V.N.o. PREFAB TRLISoS PER P\JIN i"V1t,9,!1 BATT Hsu... i"V I' MIN. ¥&IT SP.-.::.E, 5/,!I" 61"8 HT. SHT6 .. l x6 H6 PINE SOFFIT AND 5/e' PLY. ROOF SHT6 .. 2X FRflZE 6O~ AT VERT. I"Y\LL I"tICGIRA-VENT 600 (CUT H HALF);.NO 2X CEDAR TRt-f AS VENT • E10GH OIITRI66ER SPACE HID FBER.GV65 SHINGLE ROOF1'I6 •. SEE STl'WGT. ~. I ROOf' F'I,..,oto.N. TYP. \J.NO. T.J PER P\JIN 1'V;V4' PLY. FLR. SHT6 .. R-l'1 F,oc,ED HStL .. lxb n6 PIlE SOf'Frr, SEE STl'WGT. Dt'iGS .• TYP. !J.N.O. b)(b GOl.l.MN I"t'n-IB,o,sE I CH" CONNECTORS PER PL.J>N. ~ 9fI'oM PER PL<t.N. SEE STRU::;T. Dt'iGS .• TYP. \J.N.O. Fi o 2 4 • 8150Lr\KEAVE. GLENWOOD SPRINGS. CO. 81601 PHONE (nO) 945·8240 FAX (1166) 4] I -I \lSO ~,"""""'or<htIc. .. 'o,,·,<'>m A4.1 0b43~. 1 I I I I I rr-"~ I I I t I III 0 T. PIER V.I.F. 1'V6RADE ~ EI<lS"TlNG POIJRED CONCRETE f'OLt-IDATION, TYP. ~~---m"1e=====c= _~~ BF4'~ELDW&RAD~ -j~~~~~~~~~~~~~~~ __ '-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- j~~_ I I I I IIt ~0 eT.. F". '4''1' VB.'E.FL.O "W'6 RGRAADDE' ---r~ I I I I I ~ (EXIST) T. CONGo 100'-0 V.I.F. WA T. PIER V.I.F. 1"V6RADE DRILL AND EPOXY _5 REBAR~ _~~_ .~... r'C_ J ~ B.F. 42 BELOH &RADE • :24" OL AT EXISTING I'W..L. 1"lIl-'I1N. 6" EMBEDMENT, TYP ~~__ _ _~~~ __ ~~ __ -IL __________ _______________________________ -------,:;'*.---I I I I I I I I I 4" GONG. su,s YV b"X 6"/I I .... l.4X 1"l1.4 !'tW.F. OVER GC'HPN:.TW 6RAN!JLAA BASE. I I CONTROL ..JOINTS . 15' O.G TYP.~. SLOPE TO DRAJN .s T. CONGo I va" PS< FT. eYe.) '/' "'H I ~· I4.t-4-1 I-:-' I I I I '! ~ ~ ~ r';r, Vri.l:B('i;''o'.il?, ~ ~ ~ r';r, Vri.l:mlJ'Sl?, r.; ~fB(6l'%?J, ____ ~ ___ ~ ___ ~_ J I .t.i=-=ir -,·:-r---"j~r--4---~-=-~-'~-"5 -'-=---------j " '7 REINFORGIN6 4-"'5 BOTTOM EA)"V.Y 15'-1 1/2" 4 r.; 'IM,~p~~~,~.8[JY1",!!;~~~r'~~~!!>--4 "• T~ :l. TJ'. ,. T.L.. 'v' ,.= , ""-FO!JNDATION PLAN NOTES N[;lIGATE!'> TOf" Of' c.otICfU!'TI! I'W..!..-!"LeV"T1ON 1I<D\(;.I<,U'5 TOP Of' GOtICfOETE FOOT1Ii6 El.E\fAT1ON ~TE!> 1"G>::>a<6 STEP 1I<D\C.,O.T1.'5 TOP OF ~ I'iOLl.. STEP tI!:>IC.'o~!lTl!l"Of"~..cef'l...'<><E -p\',(OI<~ e. 0 or 0 GOI..IIMN!6OV'E, SEE I"I..J<N I"GlIII. stzI!' AND B.o6I!" I"\.A-re.. 'I. 0) II.VIc: .. • .. !'E!>FOOT1N6PI>D_SB'.:~1'Xf1ll6~ IO.+--N>lU'>TE!> WLDN6 El..EVAT1ON 11.[>o<x-XX"] TOf" 01" BE.ON ~AT1ON ,,,. -----;tI1' ...t:lI5T 6EHlJM6 "--:::J ..)?1ST ~_at . 51-<1'501< "IT IM/<6U1O U.N.o. 14. H...L GOL.1/MN'S 5!lALl.. BE 2-2><& t.tU.fi6 NOTl"P ~ 15 . ... ~ PVC" FNV. DI'V<IN, reT tl6RA~ ~ 5OI~!'leI'OIt.T \6 . ..u.~ 1'W.L5N<.E &-t<GH 1lOC.I<.~~~ 11_ ~~~~~m~'~'~O~~!06 ~.SEE~ I e. DOHOT~DRN'fN65. CONT.tGT~TOI<~1NI.'I.'!< 1"01': D!5CI'OU'ENGES OR MI56Ii<!o ~5 Fi a , • • R15 BLAKE AVE. GLENWOOD SPR INGS. CO.1! 1601 PHONE 1970) 945-11240 FAX ( 866) -1.1 1-1950 bru<' « ~ ,,,,P,,,,,<,,.,,,h,,,,,,,,,,.' .• "'" S1.1 0643 IV. I I I I I I I I I ~ T. EXIST. DEeI< 1Oe'-4 112 N.I.F.) ----------I I I h r~ " ~ I I ~ T. DECI< I 10e'-11 112 I I ;;be12 OF"' • lb" O .c... I I I /""02 UD6'" >V(2 ) "4 •• HD6 • 16-O ,G STA66EREO I '.' ,-". ~ (EXIST) T. PLY, = 10"-0 V.i .F. I I ~I I , , , I I I '-VERIFY LOG .... 1lON Of 1l'!..llNS/TlON IN FIElD -NOTIFY' AAc.HITEGT OF .-.NY CHANGES I I I I I I --J--------!!--I 1 I I I I H·"&+H. j I I I -li "~ I~ n 1/b " T..Jn$O • lb-O.G . ""02 """'" ""'2)V4 ><3 "",/I • 16" O .C 5TN56£RED I + T. PL.Y. MATCH ext$T. I " I I ~J I 3-11 V&ML I---I I i 2>112 DF.! • lb" O .c... ~[ ~M" J) I ~ T. DEGI< I " 10& -11 112 I I ____-______ ~-LI I !--I i t I I or (~F 1I-~ -~ • i I Ft--I ~ i I J i I FLOOR FR,AMIN6 PLAN NOTES 1. • .... . GOI.J.oMH BaOI'I 2. 001" 0 GGII..i.M'(~ a. -,.. .JOI5,._ ' . --:3 .JOI5,._ s. ~ f>m"!'I..l'I'CIIX>lAVME 6.+--""'""11'-5 ~ aev"'nott ,. ~ \.IT I'\. Tt"IOOO -.,..,. f"H<EL.5 I'<lf< ~1NOIC,l,l!!D. ~MH.M6M -1tOTm .. ~ MC7!e;. e. [)QQ('-XX"] fOl" Of' _ B.£V ... T1OtI ... C=:J f'IOIGA~~ 10 . .ou.~TOBI!.!V"· T06"-~~ NTlI ~ ~ IiOTW IN 6DBO.N... HOTE5. 11. .ou. (.OUIt.INS 5Iv.u. Be :r"~ 6 ~ 1iOTW~ , ... .ou.~!lHALLBI!.~;2><10~1'IO'I!V~ III. 0eN0 N6O_T,!.IOGAILt..I! ""","~!I. ~A(.T JOItOIITl"c.r 0It DI!!oCAU'~OIt )04 &.'>1N6 ~O?N!>. ------() I I I o 2 4 • !!l5 0LAKI!AVE. GLENWOOD SPR INGS . CO. 1':1601 PHONE (<)70) 945-R2"O FMi (1«i6H J I· 1950 """'"""",t.",,,,",,'hil«,u,,,",,,.,, S2.1 0643;.v.. l I I I I I I I I I I I I ---========l==,.--~-------------~-~---L.--I I I I ~ ~ ."'" I ~I: ~ ~ II ---i~~"~~'~-----• lb"O.G =:::;: I " ----------jP I I "" "eo, • ,." O.C r I I I FLOOR. FRAMING PLAN NOTES 1 . • or . GOI.JJt.INBB..OI'I 2. 0 or 0 COI.IMN ,oeo.,IE "l.--, ~T_ •. ---::J ~T "N<6~ ~_~ !>TU'I'L""""X>o~ to.+--HDlCAT'ES BUI1..DI';6 ~"'T1ON 1 . 15I1~1 I/TPLYl'IOODSIfUI("N£U!"' CR X_X)(" ~~~~N,NLI'i6I6 &. [XlO<'-XX"] TOP' Of' ~ ~AnoN <tc=J ~~~11"6 10. AU... S.9~~ TO ae '/4-146 I'I.-YI'IOOD 6Ll>-J'V,11..ll> r;m; w.lLJN6 H> NO'!tD IN 6aeu..L NOTES 11. AU...Ga..l!MH&5Hx.J..Be. :l_2>C6UH!.E'>S~~ I;>. AU... ~f'IoOa<5 5+lN.J... BE:: ~2>Cl0 IIN..E56 NO'!tD 0TllEIItI"I&E I"'. DeO» IG'lOT_ 5C ,oO.U' ~S. GOt/1".>G.T NO.G.IfI'l"EC.T at rCR DI5CREP~ CR 1><15511<6 Dll-<EN5ION5.. ,~I. .L-----(0 ":''''.s-I .. Ct:. I ",0;.;;<'>-~---~~X~ERAKEOVERH,o.N6 .;;( ----~ ~-~ ~. '1d?P"'v I .-;t'O/II • ~" "/<" "" ~ . • l, ~ ~ I I I a 2 4 • RJ.'l FlLAKE AVE. GLENWOOD SPRINGS. CO. 81601 PHONE (970) 945·!!2~O FAX(866)4.11-1950 hrun,(~fc'!l"""""",hl!c'''' te_,,,", S2.2 0643 A2.1 '[ '. 00TIN6 TO SEAR 6.,j I NATlJRAL UNDISTlJRBED S~L 58:0 5aLS REPORT t"OCO COLUMN SEE PLAN J 03100 P 01 i I ---'" +-~':'-+ Hoi .. NOSE SEE PL_AN FOR S"--"S IRElNF '-2 -~4 XCONT ~. ~41~~k,la'" l----I ---DEo;IN6, HAA6ER. L_ED6ER I DECK .ET5_ f'E'1; PLAN r-FL-COR SYSTEM O£E PLAN , T. DECK'6 SEE Pi.J>.N py SEE PLAN \-T..jl GLK6 ... .24'" O.c_ FCR 1ST;2 BAY5 GENERAL NOTES HARRI'+-I RSlDs-iCE 'V1"!1oe APE51('..N! lYE I QAP"> 15NOI'I ~PSF ;;1;R.E"SIDE"NTIAL ~ \"i~~RESIDENTIAL CODE ;2AO BUIL-DIN<So CODE" (K.I 311>-M) 3AI5C STEEL_ CCNSTRUCTICN MANUAL ("th Edition) 4.""-C TIMBIOR CCNSTRUCTlON MANUAL_ (4t.h P:Jltlo~) C_ FOUNDATION ~L~I~IW,.R~~~A~fuB_fg'B~~~~u~~~N~~~N'~~'1l6~0'';5fr~~~~Sf~EBrcff~~~~~~~~~~M~~~ ~~~~Jif STRlJC.WRAL ENS1NEIOR SY T1'E 5C1LS ENGINEIOR. TtfE "£>ILS ENSINEIOR SHALL-AL50 BE CON5I!L_ TED ElY THE ON>!ER IN RE6ARDS TO PC6SIBlL FOUNDATlCN DRAIN"""E REGl)jREMENTS, A'lD ANY A=mONAL CCNSTRUCTICN REaUIREMENB N'FI:CTED BY saLS D.~ GCNCRETE W'.S BEEN DESIGNED AND SHAl..!... BE GOt-6TRlJCTED IN ACCCRDANCE Y'jITH THE AMERlC.AN CONCRETE Il'6TlTlJTlO SJII..OING> GOD" (A<::i 'Oll<1-I'>'1) Al.-I.-CCNCRETE SHALL-HAYE A HINIMIJH C-CMFRESSIVE STRENGTH OF 3000. PSI IN 2e> DAYS. MECI-II>NICAL!.. Y Ytl3RATE AU.-CONCRETE N1EN PLAGED E',XC;EF'T e!..,osSON GRADE. Al..L eL,osS CN GRAVESHN..L HAVE CCNWOL ..IOIN15 (kEYED OR 5A~ WT) AT MAX. 20'-<)'" OC. EACH I"i".YUNLESS S~ OTHERI"ISEON PLAN. RBNFORaN6 SI'RS SHAl..L. SlO A"'TN AD15 -GRADE 60.. NO. 5PUCE5 cr RSNFORaN6 SAAL-L-BE M,IoDE -"NO NO l"IELDIN6 ex RE'lNFQRC;IN6 SHAW.-BE F'IORMITTE'D E'XC-E'PT 1-6 DUAIL-ED ORAIJ11-l0RIn:D BY THE STRl.'C-n.RAL CN6INE:ER. LAP 5PUCES, mERE PERr-1ITTED, SAALL BE A MINIMLIM Cf' % BPR DI~CTERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING .AROUND ALL CORNIRS. PROVIDE'--"5 BARS rlTH A MlI'lt-1JH OF ;;1.'-0" pR.OJIOCnCN SE"(OND THE' 51DES a= AU.-OPENlNe:. IN Y'IJ>..I.-L.S. &EMvCS AND SL.A£S. FRO/IDE ALL AGCES60RIES NECESSARY TO. SUPPORT REINFORCIN6 AT PC6ITICNS SI-Df"N CN TI-lE PLANS. f"IELDEV rlRE FABRIC SHALL CONFCRM TO. A5TH Al85. LAP I"<RE FAERIC REINFORGa-IENT WE RJl.-LMESH PWS 2"' ATBDE; AND ENDS AND rlRE T06ETI-iER. ANCHCR GOLT5 FOR BEAM AND COUJMN S~IW;; Pl-ATI'S SH,o,LL CONFOR~ TO ASTM ~1 A'lD SE" Pl...JO<:;W V'IlT1' Sf'!TlN6 T'E'MPLAT'E'S. ~~~OR~ TO ASTM 0lCJ. C~LlS LBED BE"~ 6RADE" AND ALL EXTERIOR Y'lN...LS SAALL BE 6RADE N-I_ INTERIOR CONGR.EfE MI>S01'RY UNITS NOT e<P05W TO ~WIOR OR E!"RT1' ~AY SE 6RADE N-I OR S-l. ALL MCRTA"t FOR EXTI'RIOR )'!,o,LLS AND INn:RICR SEARIN6 )'!,o,LLS SH,o,LL I'?\ THICKENED EDGE OF SLAB (';::\ FL.OOR/DeCK DeTAIL. CCNFCR~ TO ASTH :<10. TYPES. 6F<O.1T FOR ~,&6CNRY SOND SEAMS AND PlLASl"lRSSH,o,LL BE MADE f"IITH STONE AG6RE6ATE AND SKALL DEVELDP \V .. 314"_ I' 0" ~ '" 1 1/:<''" I' 0" 09toO-F-I~ ~~T~ ~~~ffi~;z~~~~nf'yD:~i/~~~6 ~~~ ~vN~~ ~~9 ~~Jir'~~J:"':t~~I~~X~~~~r.:I~e~~.o,!'<g~ '-~~~:::::::cc--------------------------------+------------------------------------------------+---------_____________________________________ -1~~CMUFOUNDATION~LS I 1/2" PL YI'ID SHEATIN6 HCRlZONTAL RElNFORaN6 SH,o,LL BE STAND~ 'DLR-Q-Y'V'-L-" OR J>JJ1l-ICRIZED EQUIVALENT SPACEO AT 1&" OC. D<CCPf 1>6 NorED_ VERTICAL R8NFORGIN6 SH,o,LL EXT8"ID FOR Tl-IE' RJll. HE3<5+-iT OF T1'E)'!All. IN 6ROUTED GELlS. 6RQI)r UFrS SH,o,u NOT ~8:0D 4'-0" UNL_E'SS CLE'JoN 0I.J"f"'-'> ~ ;;1;<6 STVDS .. 1&" OC_-.. fROVIDED IN N-l!CH CI>6E 6ROl11 UFTS SH,o,LL NOT ~8:0D 8'-0", PROVIDE 1 " "SIN CENT'E'R OF 6ROl1fED CELL AT ALL CORNERS, INTERSECTIONS, Y'lALL _ 3IB'" JOINT MAnRlAL ENDS, BEAM BEARIN6S, J'*'IBS, EK.H SIDE OF CCNTRaL JOINBAND AT INTERV~ NOT TO EXCEED 45'" O_G. UNLESS NOTED OT1'ERI'IISE ON PL_A'l. :<* BOTTOM PL =V'EL ALL VERTICAL RBNFGRCIN6 TO FOUNDATION I'IITH DCI"'IELS TO MATO! Y'V'-LL R8NFORON6. PROVIDlO;;1 -"5 CONTINUOUS HCRIZONTAL_IN C" DEEP l/:;-t 0> ~I: 1'6~T4'~f"t02" 4" CO~. 9.-1-S "4 .. ;;10" O.C. "4 .. NOSE :<" 5:?UD BLOCKIN6 %,,~~J:~~?f~V~_f~~~~tWAA~ ,3Tt,~~D ~Nc~,!i'~s6 A~l5~ntR~~rrJ:jJ:~~6~R~z~Nt~J~~~~T~~ ~F~~lb~ ;2'-0" MATCHIN6 GaRNER B-'RS. AROUND CF'ENINGS IN I'IAUS, PROVIDE 1 -"4 TO EXT'E'ND A MlNIM~ OF ;;14" BCOYOND EDGE OF OPENIN6. SEE PLAN 'I. '" -SEE DRI-IL_ 1/59.1 FCR TYP REINFORCIN6 ;;1-"5CONT. HB (SEE 6El'1lRAL NorE;2D REo SPl-ICESOF RDNFORCEMENT) o ~~_~S;.ATION LOJ1'4 Jl'4ALL @SLAB03100-F 12 CCLLlHN PER PI.-'\N FOI.NDATION DRAIN SEE 5QL5 RD"ORT -)'---i.·.L. ··4CO ~.~M t I ,I: • SEEPL_AN 11/2' "~f';. -0:; HORIZ_.. 1&"' O_C ItS VERT_@1&" o.C 6"ns=~ .. 'OQ"O,C ;2 -#5 HORIZ. ca-<T TOP I Bor :-=-: 2-'<5 CCNT. o ~1;}4·~I,~~IGHT FOUNDATION DETAIL 03100-F-11 f I ~~~~ElW 2X TRIM RIPPED .':.i..t~ria. ~ALL-CWFCRM TO ASTM A:lb EXCl"f'T TUBE GCt-LlHNS ~Io! SHALL CWFCR~ TO ASTM 1-500 (6RJ>Of: B) LA.TE5T EDITICN. PIPE SHAPES SEE DTL 3153_ I FCR)'!ALL ""'D REINFORCIN6 ® r~~~~~OLD DETAIL 03100-S-1 -2*"STVDS@1'4"0,C.(TYP.) 'PL_Y SHEArnN6_~ ,~3/4'" TlG PL_Y , 0~;,;?'?!.-~LL CONNECTION RM"rrR PCR PLA.N SHALL CONFORM TO A5TM AS9 (6RADE BJ. ,o,u ~OP CCNNECTIONS SHALL_ BE Y'lELDED_ FIELD CCNNECTIONS ~ALL BE STANDI'RD FRfoMED BEN-i 1X Tl6 5Cf'FlT _, IX Tl6 SCf'FlT_ CCLLlHN PER PI.-'\N_ SEE PLAN ROcr'G PER Pu.N -SIC" PLY9-IT'6-PREF»£ TRl.!SS PER Pi.J>.N-" R-:'b BATT It-6UL. FOAM I-IR BAf"FL'.: CONT_ SCf'AT V~T IX6 RS eGFFlT 01100-E-13 2XBLK6. --DSLE Ta" PL -SIDI1<6 PER ELCVATICN CWNECTIONS)'!IT1' MAXIMUM NJMSE"R CF ASTM Axn 01/4" DIAMErrR BOL_T5 TO FIT BEAM IN SIN6U; RO),!AND 9-IALL CCNFCRM TOASTM Age'--l, UNLESS 011-lERl"iSE NOTED. AN::.HCR SOL_T5 SHAll. CO~ORM TO I>6TH MOl. STRUCnRAL STECL SHALL_ BE DETI-IL_ED, FABRICATED AAD ERECTED IN K.CCRDANCE f"iTH LATEST ffiOVISIONS OF THE I-ISC MAAUAL cr STEEL CONSTRlJC.TION AND I-I~ C=E cr STA'lDARD Fl'U'GTIGE. SKOP D~N6S SHALL BE 5\!E'MITTED TO THE A"<o-IITECT OR EN61NEER FOR RIOVIEV'l ffilOR TO FI-SRICATICN. 9-IOP DRAf'lN65 SHALL DETAIL Ek:-H SEA~, N'PUCI'BL_E CCNNECTIONS, LAYCUT. AND E'RAClN6. LBE V'IEI.-DERS MEETlN6 THE RECiUIREMENTS OF TH: N"S 'STANDARD aJAL_IFICATION PROCEDJRE'_ CQo.1PL Y 1'IIT1' ~S D1.1 '"STRlJCnRAL I'IELDlN6 CODE." ALL V'IEI.-DS SHALL-BE E10XX TYPICAL IA'I'-ESS NorW 0T1'<RY'I5IO. PRIME AU-ST'E'EL-f'lT1' A"PROVED pRjMER. TOl.ICH-1,JP P"-lNT AT EXPOSED BOL_TS.I'IEI.-DS, AND I-SRADW 5l-IOP PAJNT AREAS. DRY PA!;;;KOR 6ROJT FOR BEARINS PLA.TE5 SHAll. BE SHRINK RESISTANT EMBECO 159 CR ECiUIVALENT. EXPAA9CN BOL_TS ~Au.. BE '"V'CJ-IT", 'RED HEAD'", KY';iKsa.r', OR AFPROvw I'IED6ETYPE, INSTALL_ED IN K.CCRDANCE V'4T1' WE MANl!FK.TlJR<R5 REG!)IREMENTS ::ti~~~l~;~9&~~~MlN6 SKALL BE KILN DRla;> DOU6C-AS FlI'Ul-ARCH ~2 CR BRTER-6RAPED AS PER L_AT'E'ST EOITICN "NATIONAL DESI6N SPECIFICAnCNS FOR f"O= CONSTRUCTION" BY 'filE NATICNAL FOREST PROCIJCTS I>6SGtIATION AND I'IYIPA HEAVY TIMBER FRAMING fDO!!@AS FIR NQ 1 I Fb -1350 PSI Fv -B5 PSI 10 lbOOOOO PSI T. G QfGISINt? i5F8!JGF-eNF..f!!S;) mHMFRQ~J;; Fb -1000 PSI Fo; -425 PSI E -130=0 PSI SIZES SH~ FCR STRUCnJRAL Y'KOD FRfoMIN6 ARE NCtvlINAL 9ZES. PROvIDE SOLID BWCI<IN6 BETl"<EEN ALL JOISTS AND RAFTERS AT gjPPORTS AND MINIM~ 1 X 4 CRosS BRID61N6 AT NOT MCRE THAN B'-o" D.C_ BETNOEN SlJPPCRT5 F;<GEPT AS ornE~SE NOTED, PROVIDE DOUSL-E JOIST5 UNDIOR ALL PAATInONS RUNNING PARALL_EL-TO J~STS AND SOUD BL-OCKIN6 UNDER ALL PARnnCNS RUNNIN6 PERPENDICtFLAA TO .J:?ISTS_ PROVIDE BRID6IN6 AT NOT MCRE TAAN 6'-0" OC_ FOR S-ruD )'!ALLS Nor COvERED BY SHEATHIN6 OR)'!ALL COVERiN6S MEETlN6-Ii!3C ~1NIMJM REaJIR&fENT5 PER USC S5::-TION :2511-(<3).1. CONNECTCRS S!-ON>! ON T1'F Pu.NS N'l.E ~ANUFACTlJRW SY 1l-IE SI~P50N COMPANY. CONNE"CTORS BY OTHER ~/>I'IIJFK.-ruRER5 SHAU-BE D8:0ME"D /'oS ECiUrYAL_ENT IF THER RATEDCN'A!;;;ITT" 15 EQUAL TO OR <SoREATER THAN THAT CF T1'ECCNNECTOR PECIFIW_ f"OLL~ MANUFk:-TlRER'S RECOMMENDATICNS FOR NI-ILS AND BCL T5_ ALL AAIUN6 NOT NOT'E'D SKALL BE AGCCRDIN6 TO TASl-E 20G CF T1'E" UNIFORM BUWIN6 =c ~ THICKNESS SPAN/INDEX RATIO ED6E ""lUNG INTERIOR W,IUNS FLAT ROOF 3/4' ~,~ Cd", 6" O,C. N@12"0_C SLDPED~F 5Ie/' 3;;1/16 edl<' ,""OC. N"I;;1"O.C FLOCR :1/4" Tl6 48124 Cd @6"0,C. N@I2"OC. SHEA"t Y'V'-LL ", ;24/0 N .. 4" o.c. ed <l'IO' O.c. ALL ED6ES OF SHEAR Y'IAll. SHEATHIN6 SHALL BE BLCCKED PAATICLE BOARD SHEAn-IIN6 MAY BE I.I5ED AS AN AL_TERNATE TO PL_Y~D Y'iT1' PRIOR N"PROVAL a= Cl"'lNER AND PRCH;T'E'CT. PPRTlCL_E" SO~ SHEATHN6SK,o,uCOMPLY 1'IIT1' USC STANDARD NO, ;;15--;;15 E:<TERIOR Tr'PE 2-M-V'l AND ~ALL HAVE A SPAN RAT1N6 E"aJIVALEl'IT TO OR GETTIOR T1'AN T)-iEPL~=D IT REPI-ACES. ATTAQ-IMENT AND T1'ICKNE'SS (1'>1T1'1N 113;;1") SHALL BE 'filE SA"IE 1>6 TI-lC PL Yl"t:l= IT RD"L_JoGES 61 liE ! '*'IINAT~ 51-IALL_ BE FI-SRICAT'E'D V'4TH L_~BCOR CF EITHER DOIJ6I.A5 FlRlLARCI-I OR SO.'-Tl-IERN PINE, L'*'IINATED MEMBD<.S ~ALL_ BE DESIGNED AND FABRICATED IN ACCCRDI'NCE I'IITI-I "THE ST#oIDARO SP6;:;IFICATICNS FOR T1'E DE9GN AND FPBRICATtON OF STRUCWRAL-6WE LAMINATED llMGIOR" R!SUSHED BY THE I-ITC AND T1'E f'PFR.CPRIAT'E' L_LlHSIOR PROClJCERS' AS500ATION. "/>PPEJoRANCE 6RADE SAALL BE INDUSTRIAL_, CXCD"T ME!4'lERS TO BE EXPOSED SHALL BE AACHlTEGTIRAL AND SlJPf'UED INDMDUALL Y f"'RN'PED_ LAMINAT'E'D MEME;lERSSHALL_ SE BUlL_ T UP U9NS 2' NOMINAL_ MArrRIAL_ SIZES S!-ON>! ARE NET FOR 6LU:: LANINATED MEMBERS ALL_Cl"'lABLE UNIT STRESSES FOR DRY CCNDITIONS Of U~ RECiUIRED SAALL BE AS FOLLOY'6 ME'!4'lERS STRESSED PRINCIPALLY IN BENDIN6 (BEA.MS, 6IRaERS) -COMBINATION 24F f"b .;2400 PSI Fv • 165 PSI E • 1000000 PSI PRO/IDE S'*'IE fROf'E'1;TIES TOP AND BOTTOM FCR CANTII.-EVERED BEAMS. Fi'jj)R:rteTE~W;$ui_;@~ §~~~~~:j~iJ'f~~~~cJ~~~ W~ ~~~~Rrg y!6~~~~~L~'i'N~~tf:DTI~E~~~ V'IlTH THE ~ANUFACWRE<'S RECQo.1~ENDATIONS. SUPPLY AU-PI.-'\T~. SL=NN6. SRIDe.N<So, BIUCIN6. STIFFENERS #olD OTHER REL-AreO IreMS 1>6 RECOMtvlENDW BY 'filE MANUFK.1l.IRER, CONTINI!OU5 B!.OQ<;IN6 ~ALL_ BE INSTALLED AT ALL INTERIOR 5I!PPORTS. PROVIDE DO\JBLE JOISTS UNDER AU PARTITICNS RLNNIN6 PAAALL_EL TO JOISTS AND SOUD BLOCI<IN6 UNDER ALL PAATlTIONS RLlNNIN6 PERPENDloJLAA. TO J~STS. ~~"t!f'~-r\4..1¥~8.JtW@s.~~~~~~t~ ~J;~ \i?,J',3R~~~~~~~TH~~'6~~ tH~L_°J!E1\~~~SA~~~gE~TH THE ~ANIJFACTl!RER'S RE=~MENDATIONS. V'lHEN ~ORE T1'AN ON<' THlo;N~S IS REG!)IRE"D , T)-iE" ME!4'lERS SHALL_ BE FASTENED TC6IOfHO<. ~ITH TY"IQ RCY'6 Of" 16-PENNYCOMMON NAlL_S SPJoGED 12" OC_ FCR MEMB8<.S I'IITH 14" AND GREATER DEPTH IJ5ETl--REE ROf"6 FARRJGATFD rom T~ PROVIDE EI6INEIORED CFEN I'IEB R=F TRIE>SE'S AS PRCFILED BY DRAf'lN6S_ DE9GN TO CARRY LrYE L_OAOS INDICATED I-________________________ ______________________ ....L _______________________________________________ ~ ~~~~lrt~Ng_~[~T~ ~~~~o;~~~~~CR~ ~E~~~ ~. j!~ ~t:C~ ~iJf~~~B:T1g:~~ B~ ~~~~ TO SIB';» 1.-'\6. 4'" MIN. PENETRATION COUNTERSINK HEAD, TYP .... ---1 ~== --;2"CFAS::;IA 2"B LfD6ER G Y'V'-LL I'IIA3S CLIP .. CA. SIDE OF FA_ RAFTER ;;1XRFTRS. PIOR Pl-A'l SOLID SWCKlN6-SE..*-! PERPu.N __ 4,,4 --6Yh@Y'lALL_ PER Pu.N --5/~"0> THRIJ BOLT (2 PLCS) CENTER-ED INTO 6)<h POST IN Y'lALL COJNTERSINK NUT CN INSIDE FACE l CIJ1" OFF Get.. T_ T1'E EN6INEER FOR REVIE),! PR10R TO FI-SRICATION, CALC-ULATIONS SHALL BE SEALED BY #01 EN61NEER REGISTERED IN THE STATE CF COLORADO. ~OP DRAY'>1N6S SHALL DETI-IL EJoGH TR1J5S TYPE, N'PUCABLE CONN5::-TIONS, TRUSS LAYCUI" A'lD GRAOI6. 5I!PPLY ALL-PL_ATES. SLOCI<IN6. 8R.1D6IN6. BfVoCIN6, STIFFENERS AND OTHER REI-AIT'D IT&fS AS RECOMtvlENDED BY THE F!>8RlCATCR 1.T1'E" ARQ-jIT'E'CT MUST ALTrHORIZE ALL 5I!Bsn-ruTION5. 5UCH AIJIl-ICRIZATION DOE'S Nor REUEvE THE CCNTRACTOR ":;""w,!'"i~c,j""~l'jV DRAY'iN6S AND SPECIFICATIONS. ' , ~15BLAKEAVE GI.ENWOOfl SI'IUN{'S. CO.~!W! PHONE (970) ~4-'-IQ4n FAX (H6(,)43!-1950 1>~,,,i\""II.,'~,"d'h'''''' '·"' S3.1 0&4;lS;l.1