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HomeMy WebLinkAboutApplication-Permitr Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address a0° Nature of Work NO. CI S g'S /-e-e4,3 /9 ,F' ( C . F/so �1t to / 9" CtaLeLtatC441- Building Permit Use of Building Ct-n, Contractor? l eti Amount of Permit $ A /5. 97 t5 , co Owner 2/s19s,g17 Date Clerk 0•� - GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" leasee, Idts 201, Nscwad tplep, CO 81601 Sari: 970.9468717 / Fac 970.3848470 / dpdisa Use 970.3848001 Permit No: - Parcel/Schedule No: 2177- 73'f -oh-512 A Job Address: 0° f a* CR-3iGotace-pao 1 Lot No: Block No: Subd. / Exemption: 2 Owner: AZ 470.• c,e• Cr, .t. Consacce Address VS -70S -At Oft, Ph: 970 SIV! 932/ Wk Ph: S-4botbe 3 Contractor. 0 e."4/9,eR Address: .re,11F ph: •St IRC. No. •4//'$ 4 Architect/Engineer. T/tc10.Otiu/i#4 .too -.epi Address: r'o.3e /AA, Ph: 9#5- 502r ue N°"/1- 5 Sq. Ft. of BWIdtaF 9 Sq. Ft. of Lot /n6��?9r 7 Height: �G �/ No. of Floors: 0.•tr 6 Use of Build ing: o«ic 7a. ac44,va/RF�v be •s4Z.Es' Gras' 226etaesi s. 7 Describe Work: C4014/7 ac.n:001 OL 44E149 .asu6dm'F 8 Claes of Work • Nes J Alteration o Remove Addition ❑ Mon 9 10 Oaragcii/.a O Single Doable Carport. 0 Single ❑ Double Dels Penult• On -Site Sewage • sal Disposal ` site Plan/191' 11 Valuation of Wort: S-419.• SPOP Adjusted Valuations: 54 ^ 4/40 lR - D,K. 7 Rus. �, SCLf <as p 8-i .0:s ,voTE CURS w FML , •$ � . 4 NOTICE A CAL PERMIT 1S REQUIRED AND MUST SE 1 UED BY THE STATE OF COLORADO. 'nos FLtRMIT BECOMES RUR. APED VOID IP WORK OR msrmTNII AUTH0—O 1S NOT COMMENCED Weau 110 DAYS. OR, IF CONSTRUCTION OR WORK E SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TOE AFTER W0RK IS COMMENCED. �T CERTIFY THAT I HAVE READ AND CUSSED MIS AND KNOW THE SAME TO BE TRUE AND CORRECT. AIL PROVISIONS OF TARS GOVERNING THIS TYPE OF WORK WIT. BE COMPLETED m wines n sax IMECTITED HERM as ROT. THE GRANTING OF A FETORY DOES NOT zxan TO GIVE AUTHORITY TO MOLTS OR CAECJe. THE PROVIL®E OF MW 01210 S01TE OR LOCAL LAW REGULATING CONSTRUCTION OR HIE PERFORMANf OF CONSTRUCTION. • •-• C !!: 1909.192. Tm !' q rJ'O Zerm/_ , Tatrreel .tj 07.97-1-5%, W95/a1 '7 Dated Datteed' Permit Issued: QC �'TTGryI7p: °J+_ riJX CrECATTOE `W/ 7-' IJ7 Zoning: Setbacks: Manu. Home: ISDS No. & Fee: ..ert QeS6 fif :ir: - PERORAL/-fZ�N-1/ AL/DATE APPROVAL/DATE AGREEMENT PERMISSION 1S HELY GRANTED TO THE APPuCANr AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUERIfl'f® TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, TIE SIGNER HEREBY AGREES TO COMPLY WfR1 ALL BUUDBNG CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUIHOMR• GIVEN 1N 30-78101 CRS AS AMENDED. THE SIGNER FURTHER AGS THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED REM R/ THE LCOATION, 0®C11ON. O0EISTRUCTI0N. AND USE OF THE ABOVE DF6C1aam9 STRUCII/Ie. THE f%IOVf MAY INC /REVOKED IY NOTICE PROM THE COUNTY AMD THATT EN AND THERE IT SHALL BECOME NULL AND VOD. THE ISSUANCE OF A PERT! BASED UPON FIATS, srsancATI0IS Arm an= DATA SHALL NOT PREVEM THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS N SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEANO CARRIED ON THEREUNDER WHAT IN VIOLATION OF THS CODE OR MIRY OTHER ORDNANCE OR RECHJLATION OF THIS JURISDICTION. THE REVIEW OF SUMHTTED MANS Mm SPECIFICATIONS AND INSPFCRONS CONDUCTED THEREAFTER DORS NOT CONSRHRE AN ACCEPTANCE OF MIT RESPONSIBILITIES OR 11ABIIDFS BY GAR FIE D COUNTY FOR ERRORS. OMISSIONS OR DISCREPFIKIBB. THE RESPONSIBILITY FOR THEA mum AND IAIFRIE TAT10N DURING CONSTRUCTION RENIS SPECIFICALLY WITH THE ARIIC7ECT, DE910NER, BUILDER, AND OWNER,OOMMDI1 ARE INTENDED TO BE CONSERVATIVEAND N SUPPORT OF THE OWNERS Lk. i. Geri®.003 I TOY MJRT0WLEDGEMAT I HAVE READ IIID lR UMETMm LME AGI®@ITA1WB t:4 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 posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, 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 stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door, 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OP OCCUPANCY (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 CONDI77ONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 4 The ¢tom 5! Zcav<S igna Date Bpcont0ct2004 PLAN REVIEW CHECK JLIST Date (p— 2.4' 05" Building Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List AlQUIZ? C Minimum A plication nnaire Subdivision at Notes Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions Application Signed Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes 0716 marine- Brain Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Manf. Vie. 4. GENERAL NOTES: 744 0 X 35. 88, = 2%,707.70 ��o % Si • el _ iso,162 eiro li49/80 6° • I t ..gip . d`i7 (-12iy l 1 SitrY) SS/ 3/0 c GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Permit 4 0 8 9 Assessor's Parcel No. 9/'y 231 -no - 5t This does not constitute a building or use permit. it Owner's Name filo. Y1'1 IPA CrC'-e K C"f/11Qr�v p esent ddresss1 `f el t:: Li rU... of 6Cl,tt �i Phone 9 I - gsli System Location e r 1 3 11 (C f T (€ ,�J�-C/ 6 16 �� Legal Description of Assessor's Parcel No C& — o-3 r �C 0 — 5) J"^ SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT ' EC DS AT CONSTRUCTION SITE -Z Z *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C R.S. 1973. Revised 1984 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in lad or both). GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS 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. Please review this document to determine ifyou 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 and 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. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the root 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. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing 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. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need 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 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on 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 surveyors 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. Yeses_ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes >< No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes 4 No Not necessary for this project 2 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Y No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes f\ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes x No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project X 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project A 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes x No Not necessary for this project ed -'41 :r ,cam �- ' Sit rine-Csf3' 7;0 BE 1.�e*eco 4.r .14.070...) 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes No Not necessary for this project jt 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ,r _ No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes /' No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes Q/ No Not necessary for this project 3 15. Does the building section drawing or other detail include the method of positive connection of all cohrmns and beams? Yes X No Not necessary for this project 16. 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? (Check applicable zone district for building height maximum) Yes K No Not necessary for this project 17. 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 Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes No Not necessary for this project t/ 19. 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 IBC or IRC? Yes No Not necessary for this project s. 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ,- No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necreaary for this project iC 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes K No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes lL No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project I( .1 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes \ No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes L No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes 1 No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes I& No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes K No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes 1(, No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes_e No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes k No Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and gcupancy of the building? Yes No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes No 36. 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 between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 354-5003. 37. 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 I( No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes $.. No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes V\ No 40. 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 the building permit application? Your attention in this is appreciated. Yes X No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the 6 property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes t ,,¢s> r »v t C w,as 4-a-w.¢f' c trier -.5 I hereby aclmowkdge that I have read, understand, and answered these questions to the beat of my ability. Phone: 997 9Sa (days); 9V2 957/ (evenings) Project Name: Project Address. /WO GL 5/y Note: .�L y z'ms— Date If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *Ifyou have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 04/28/2006 06:30 9709479233 JIMMY SILLS Bill Collins 970.9453014 MAMM CREEK COMMONS, LLC. 0539 JB COURT GI.ENWOOD SPRINGS, CO. 81601 PHONE 970. 928. 8882 FAX 970.928.7779 e-mail isills(rof net Don Scanvw 970.945.8664 PAGE 01 RECEIVED APR 2 8 2006 GARFIL=:D PLANNING' BUILDING & PLANNING FACSIMILE DATE: TO: FAX NUMBER FROM: NUMBER OF PAGES: REFERENCE: Aptil 28, 2006 Mark Bean, Andy Schwalkr, Larry Mincer 384. 3470 Jimmy Sills 8 including this cover Conditions of Special Use Permit Please advise me of any other items that are not addressed. Thank You, Jimmy Sills 945.5475 Jimmy Sills 970.928.8882 04/28/2086 06:30 9709479233 JIMMY SILLS PAGE 05 STATE OF COLORADO Bili Oaa, Goma Dumb E. Ellis, Esc sive Dins asnw.eYrmaa'rN^seO a.a,do.r=di.rieIrrmrt.1C ... ki 4300 Chary Creek Drive South Drover, Co 80 24 6-1 530 Phone (303) 892-2000 TDD Line (303) 691-7700 UMW 'vi Glendale, Colorado 1 oro://nwr.arlpAariale. co. ut March 30, 2006 Grand Junction Regional Office 222 South 6' Street, Room 232 Grand lunation, Colorado 81501-2768 Fax(970)248-7198 Mamm Creek Commons Attn.: Mr. Jimmy Sills, Manager 45705 Hwy 6024 Glenwood Springs, CO 81601 Colorado River Engineering, Inc Attn.: Christopher Monera, P.E. P.O. Box 12301 Rifle, CO 81650 Conn& Deanna orPublic Health and awvamaa Re: Plans and Specifications Approval for the Mamm Creek Common, TransientNon-Community Water System, PWSID# CO -PENDING, Garfield County Dear Mr_ Sills, and Mr. Manua: The drinking water plans for the Marlyn Creek Canons Transient Non -Community Wats System, received January 27, 2006, and March 17, 2006, were reviewed in accordance with Article 1.11.2 of the Color do Primary Drinking Water Regulations, and the Colorado Design Criteria for Potable Water Svstems„ and are hereby approved. The approval is for the following: Groundwater Treatment Facility Hypochlorinstiou Disinfection System Chlorine Contact/Dedicated Plug Flow Pipeline = 572 -ft 6" pipe = 840 -gallons Chlorine Contact Time = 840-gaIIoas128-gprn X AM' factor 1.0 = 30 -minutes Lazier Sills Well #2 - Ground Water Well — Permit No_ 61926F Upon completion of cast action, a written certilada from year engineering firm stating that the facility was built as approved by thio Mtn at be submitted 8o the Depertarent. 04/26/2006 06:30 9709479233 _ JIMMY SILLS PAGE 06 In accordance with the Colorado Primatvprinkking Water_Regulations, the water quality monitoring shall commence no later than at the time when the water system becomes Public, reaching 15 taps or serving twenty-five people for sixty or more days per year. Yoe inset notify this office *writing when tee wader system meets the definition of 15 taps or servos twenty-five individuals for sixty days per year. Failure to notify the Division will result in a violation of the Colorado Primary Drinking Water Regulations. Under current regulation, when the water system becomes Public, it will be classified as a small water system requiring a minimum of the small water system water treatment eatifx:ation in direct charge of the water treatment facility. The small water system certification combines the water treatment certification and Class 1 Distribution certification into a single test and certificate. My point source discharges of water from your facility are potentially subject to a discharge permit under the State Discharge Permit System. Any point source discharges to state waters without a permit we subject to civil or criminal enforcement action. If this facility has any discharges without permits, you are required to contact the Water Quality Control Division, Permits and Enforcement Section, at (303) 692-3500, regarding permit requirements. Please note that Article 12 of the Colorado Primary Drinking Water Regulations require the reduced pressure backflow prevention device be tested on installation and tested and maintained et least annually thereafter, by a Certified Cross -Connection Control Technician. The annual testing and maintenance records of the containment device must be retained. Attached to this letter you will find a Customer Satisfaction Survey. We would greatly appreciate it if you would take a few moments to complete this survey and return it to us. Simply fill out the fore, fold it according to the directions and drop it in the mail. The postage is already paid! Thank you for your time. If you have any questions, phase call Robert Cribbs at (970) 2411-7199. Si Robert Crib E vironmentsl Protection Specialist Water Quality Control Division Tan Schaffer, P.E. West Slope Supervisor Water Quality Control Division Enc. To Matt Hayes and Christophe Miners: Survey Form CC: Jim Rada, Garfield County Health Department Erica Kannely/Denver File, CADM, WQCD Mark Kadnuck, P.E., D.E., Technical Service Unit, WQCD It Cribbs 04/28/2086 06:30 9709479233 04/27/2006 08:19 97e-626-4933 NuaircOLORADO0 ENGINEN RING, INC. JIMMY SILLS CO RIVER ENG. PAGE 07 PAGE 01/01 P.O.Box 1301 Rifle. CO 81850 Tel 910.625-4933 Fes 970$25.4564 April 25, 2006 Mr. Robert Cribbs Colorado Dem:snou t of Public Health 222 South 6th Street. Suit 232 Grand junction, Colorado 31,501 RE: Mama Creek Commons — Petabk Water tea Dear Rob: By way of this letter we are certifying that the Mamm Creek Commons Water System has been constructed and is currently in use as described in c water supply plana review submittal package, Rprmved by yrna office in a letter dated arch 30, 2006. The syetem. as approved is intended to supply up to 5•buildinp, of which are either fully constructed or under construction at this dire. Wates to the fifth building, to be located off of Gras Mesa Road, will be connected to the ex sting main water :apply line no closes than 572' of pipe distance from the water pumphouse at the time of building construction, as noted in the improve( letter. It is understanding that there is no further approval requited from the CDPHE for this water Assuming that the two completed buildings each serve similar number of transient., the total population served is 16 -people. As the additional buildings me occupied, the expected to grow as described in the plans review submittal, notified when the told population. regale and transient, re If you have any swam please do not hesitate to call 97 Sincerely, err on-site employees and a ed to be approximately total population saved is kage. The CDPHE will be es25. Cc: Jimmy Sills, Matmn Creek Commons Mark Bean. Garfield County Building & Planning Jim Rada, (iareeld county Health Coladolisid .dee 1-t. ID J;m*y (PM"' 84/28/2006 06:30 9709479233 IdUs4rof,net JIMMY SILLS PAGE 08 Page 1 of 1 From: 'Stave Anthony. csant honylagerflald.county.com> To: "Mark Beans < .com>; <lsimsotneb Sent Thursday, April 27. 2008 3:28 PM Subject RE: Meonm's Creek Commons SUP Mark Jimmy Sills has provided me with further information on weeds, revegemdon, and a soli plan plus the landscaping plan. Everything is acceptable. Let me know If you have any questions. Steve Prom: Mark Bean S ant; Friday, Aprd 07, 2006 9:37 AM Tojsillsorof.net Cc Steve Anthony Subject Mamm's Creek Cbmnwns SUP Jimmy: After looking at this further. I thought It would be best for me to follow up on some Issues related to the approval of your Mamm's Creek Corrunone project At this point, you have a canddonal approval of the BOCC, no actual permit has been Issued. Belga the BOCC can approve the SUP, you have to meet the coed icne of approxi made at the hearing. The water system issues ere part of the approval issues. There is one other issue that does not appear to have been addressed, which is an approved Von Report by the County Vegetation Manager, Steve Anthony. I am including him In fhb email, so he Is aware of this communication too. Before the SUP can be issued, you need to oompy with condition 910 in the attached Ismer. For your convenience, I'm attaching the later sent b Don Scar ow in September of last year, which Mentfya all of the conditions of approval that will be included in a Anal resolution of approval and permit If you have any questions, let me know. Mark L. Bean, Director Building & Planning Department Garfield County, Colorado 108 8tih St , Suite 201 Glenwood Springs, CO. 81601 970-945-8212 abean€garfield-county.coa 4/27/2006 04/28/2006 06:30 9709479233 JIMMY SILLS _ PAGE 02 • April 28, 2006 MAMM CREEK COMMONS, LLC. 0539 JB COURT GLENWOOD SPRINGS, CO. 81601 PHONE 970. 928. 8882 FAX 970.928.7779 e-mail jsilli rofnet Garfield County Building & Planning Dept 108 8t° St Suite 201 Glenwood Springs, CO. 81601 RE: MAMM CREEK COMMONS, LLC. SPECIAL USE PERMIT Good Morning Andy, In response to your e-mail dated April 26, 2006 the following information is provided with attachments as indicated. SUP Requirement Item # 7 The application was submitted to the State on 1/17/2006, I believe a copy of this submittal was provided to the Garfield County Building Department at that time. Should you need an additional copy please let me know. A copy of the letter frorn the State approving the system is attached. This approval required the engineering firm to provide a letter to the State indicating the water system is constructed as approved. A copy of this letter is attached. SUP Requirement Item # 8 The Certificate of Occupancy is requested now that the conditions indicated as Item # 7 have been met. SUP Requirement Item # 10 The =pause from the Garfield County Vegetation Management Department is attached. SUP Requirement Item # 11 The landscaping plan as submitted with the building permit application is being finalized this week -end and will be completed prior to the C.O. SUP Requirement Item # 12 I am not aware of any outstanding engineering bills 04/28/2006 96:36 9769479233 JIMMY SILLS jellhserofnet PAGE 83 Page 1 of 2 Prom: 'Andy Schwafer -county.com) To: "Jimmy SSC <jafilaafrof.net> Co: Mark Bean' <mbeanegarfield-0ounty.mm> Sent: Wednesday, Aprf 26, 2006 8:63 AM Subject: RE: RedMan Bulking Jimmy, At that we have received is the fire dist leiter. The letter from the State for the water system requires certification of the as built system by your engineer which we have not received. The other conditions to the SUP that we have been discussing are in the letter to Don Scarrow dated September 2, 2005. If you cannot find this letter, we can send another. See items 7, 8,10,11 and 16. Andy From: Jimmy Silk [maIIW:jsllISerafaet] Sent: Wednesday, Aprfi 26, 2006 5:49 AM To: Andy SdhwaNer Cc: Alan Hulsey Subject Re: RedMan Beading Andy, I believe all of this issues in your e-mail have been mot You should have the Fire DepaM+ent sign off and the Engineers' approval of the Septic System. The Stell Electrical Inspector has signed off an the Inspection card. If I need to provide anything more please let me know. If I cannot tum this building over to Red Man In the very near future I am gong to lose them as a tenant and I need to do whatever I can to prevent that. Thanks, Jimmy Site Original Message — Prom: Andy Schwallgr To: Jimmy Sills Ce: Mark Bean Sent: Tuesday, Apnl 25, 200612:02 PM Subject: RE: RedMan Building Jimmy, The last Inspection we do is a final that le tied into issuing the C.O Everything both building construction wise and alt other conditions to the permit must be met prior to the fine' This would include all 34 party inspections such as health dept and fire dept, conditions related to an SUP, and redlined conditions from the building permit. Both water and sewer would Meed to be in place, inspected and approved prior to the final as well as electricity and gas. Please call if you have any questions. Thanks, Andy 4/27!2006 04/28/2006 06:30 9709479233 • JIMMY SILLS PAGE 04 Page 2 of 2 From: Jimmy Sips [mapto7silietnrof.netl Sant: Tuesday, MrU 25, 2006 6:44 AM To: Mark Bean cc: Andy Schwaller Subject Re dMan Building Mark & Andy. I spoke with David Mead yesterday to see it he could do a Final Inspection on the RedMen Building and he said I would need b3 ask you guys. I understand the CO can not be issued until all the paperwork is completed and that should happen soon 1 hope. If David could do his final now It would allow me to know about anything that needs to be done on the site and I would appdelate knowing. Thanks Jimmy 4/27/2006 r i SEP -01-2005 06:39 ADAMS RIB 970 328 2328 P.01/02 VLS8 LLC 876 Masa Thee PralkrUaN Eaaarriat• DrslegService Q'.O.SB. 3644 Eagle, CO 81631 - 970-328-0876 September 1,2005 VIA FACSIMILE 928-7779 limy Sills Mamm Creek Commas, LLC 45705 Highway 6 & 24 Glenwood Springs, CO 81601 Re: Final Engineering of Building, Mamm Credo Commas Subdivision, Garfield Canty, Colorado Dear Mr. Sills: This letter serves as the summary of my wort for the referenced project and engineering approval of the tasks listed: Smiaei.Psffaomed 1. Review of aivhitectu al pleas far the Redman Building dated 04/01/05 as they relate specifically to the CMU wall construction. 2. Evaluado of the strutting compatibility of the substitution of CMU construction for the original metal building taiga 3. Structural analysis of CMU wall reinforcement. 4. Stamped drawings for building pamit 5. Three (3) Field Inspections of CMU construction, rebar reinfavematt, band beams, headers and grout design. 6. Following structural analysis, changes was tecomme nded in reber reinforcement and band beaus and were inspected in the field 7. Inspection of footings, stem walls and grout 8. Inspection ofelectrical grounding rod to footing rebars. Cgw nfin Frel ori..{ The following is specifically listed as not included in my services: 1. Soils investigation, eval uadan elbowing capacity or potential expansive soil remedies. 2. Slab and other flatvvort design Letter of Engineering Approval page 1 of 2 s a SEP -01-2005 06:41 ADAMS RIB 970 328 2328 P.02/02 3. 'All other work and systems performed by others outside my control as inspected by Garfield Coady Building Department. 4. Any and all construction means and methods, including safety methods. 5. Roof design by others. 1 an happy to answer any questions or provide any stamped engineering letter to Garfield County to their Please call me a home at 970-328-0876 if you have any questions or cancans. jA Vern L. BFalc, P.E. Colorado Region # 30511 Letter of Engineering Approval page 2 of2 TOTAL P.02 Garfield County Application for Driveway Permit Application Dole: 10/17/2003 Permit Nrmrber:125 Pantiles: Jimmy Sills Termination Date:11/17/2003 Cowry Road Number: 319 Inspector: Jake Mall District 3 Sub-Condrdon hereby requests permission and authority from the Baird of County Commissioners to construct a driveway approach (es) on the right -of --way off of County Road. 319. Intersection of CR 319 and Grass Masa Road on CR 3, adjacent to Applicant's property located on the West side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including 1. Frontage of lot along road 2. Distance from caterline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road mttasection, if any. 6. Size and shape of area separating driveways if more than ane approach. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in intacsy and affirms that the driveway approach (es) is to be coed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road night of way. 2) The applicant shall furnish a0 labor and materials, perform all work, and pay all coats in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to Spa tion and approval of the Board of County Commissioners or their rgweseadative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board ofCounty Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sushiped by any reason of the exercise of the Permit_ 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sled upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the count of the County snow removal • 6) in the event it becomes necessary to ranove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions half. Special Conditions: 1. 40R driveway width 2. 15^:40' required 3. 5011 gavel por dna required, 4. Work zone signage required. In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provision and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners Start Address: Tdepboae Number. Permit granted 10/17!2003, subject to the provisions, specifications and conditions stipulated herein. For Board of Couary Connnisionas' of Garfield County, Colorado: Representative of Garfield County Road and Bridge Signature Specifications 1. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting proputy 2. At any intersection, a driveway shall be restricted for a suffrciant distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and fir rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching a using them will be able to obtain adequate sight distance in both directions along the county road in ado to mmneuva safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fired or movable, on or emending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) fat Additional entrances or exits for parcels having a frontage in access of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adioleleg property. 7. No commercial driveway shall have a width greats than thirty (30) feet measured at right angles to the centaline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width groats than twenty (20) feet measured at right angles to the centerline of the driveway, accept as in eased by permissible radii it. The axis of an approach to the road may be ata right angle to the centaline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or savicing areas on the county road right -of --way is specifically prohibited. Commercial establishments for customs vehicles should provide off -the -road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the nand shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach trades are restricted to not more than tea patent (1094). 11. All driveways and approaches shall be so constructed that they shell not intafere with the drainage system of the street or cormty road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior *0 installation, must approve the dimensions and types of all drainage strmctrmes. Noir" This permit shall be made available at the site where and when works being done. A work sketch or drawing of the proposed driveway(s) must accompa y appiheadoa No permit will be issued witboot drawing, ',Imprint, or sketch. • Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone -(970)6415-8601 Fax- (970)625-8627 Invoice Date Bill Toc Invoice 1Q/17/2003 Invoice Number. 125 Jimmy Sills 45705 Hwy 68E24 Glenwood Sprin , CO 81601 Driveway Permit Number. 575.00 per Driveway Permit Driveway Permit Fee $75.00 125 Total Due: Thank You! 170-4-0-1 ('41 lois 0/2/fie-whi $75.00 Garfield County Building and Planning 108 8th Street Suite 201 Glenwood Springs, CO 81601 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Project Name: Redman Building Address: C.R. 319 Occupancy: S-1,8 Construction: V -B Date: June 24, 2005 Contractor: owner Architect: Engineer: Brock Report By: Andy Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. FRONTAGE INCREASE: Perimeter of the entire building = 427 feet. Perimeter which fronts a public way or accessible open space = 181 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 11.59% for frontage increase. - - Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1 Warehouse TOTAL FOR FLOOR BUILDING TOTAL - - Sec. 503, 504, Allowable area and being separated by B S-1 ok 1840 10043 0.18 ok 7440 10043 0.74 9280 10043 0.92 9280 10043 0.92 506 and Table 503 ok ok ok ok height calculations are based on different uses fire barriers. -- Sec. 302.3.2 The actual height of this building is 27.0 feet. PROPERTY DESCRIPTION: North Side has a property line. East Side has a property line. South Side has a property line. West Side has a property line. - Distance - Distance - Distance - Distance to property line = 180.0 to property line = 50.0 to property line = 85.0 to property line = 110.0 Page # 2 Code review for: Project Id.: Redman Building Address: C.R. 319 FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Floor/Ceiling Assembly Any 0 hour Roof/Ceiling Assembly Any 0 hour Stairs Any None NOTES: PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 WALLS ASSEMBLIES -- Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Page # 3 Code review for: Project Id.: Redman Building Address: C.R. 319 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4 Through penetrations of fire -resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire -resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 See exceptions 3. Shaft enclosures -- Sec. 716.5.3 See exceptions 4. Fire partitions -- Sec. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions Page # 4 Code review for: Project Id.: Redman Building Address: C.R. 319 DRAFTSTOPPING: If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 square feet. -- Sec. 717.4.3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. -- Sec. 717.4.1.1 OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2 S-1 to B = 3 -hour fire barrier Openings in this fire barrier are required to be protected with 3 hour fire assemblies. -- Table 715.3 Note: Storage areas less than 1000 square feet need not be separated. -- Table 302.3.2, b.3. (See note about accessory areas below) Except when required by Table 302.1.1, accessory areas occupying 10% or less of the area of any floor and not more than the area or height listed in Table 503 are not required to be separated. -- Sec. 302.2 SEPARATION OF INCIDENTAL USE AREAS -- Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input -- 1 hour Rooms with any boiler over 15 psi and 10 horsepower -- 1 hour Refrigerant machinery rooms -- 1 hour Incinerator rooms -- 2 hours NOTE: An automatic sprinkler system is required Storage rooms over 100 square feet -- 1 hour Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Office 18 1 3.6 No N/A N/R 1 Warehouse 15 1 3.0 No N/A N/R TOTAL FOR FLOOR 33 2 6.6 No N/A N/R FOOTNOTES: Page # 5 Code review for: Project Id.: Redman Building Address: C.R. 319 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. -- Sec. 1003.6 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. -- Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. -- Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. -- Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge- or surface -mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Page # 6 Code review for: Project Id.: Redman Building Address: C.R. 319 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group S1 is 200 feet. -- Table 1015.1 The maximum travel distance in Group B is 200 feet. -- Table 1015.1 • Page # 7 Code review for: Project Id.: Redman Building Address: C.R. 319 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. - - Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. - - Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. -- Sec. 1109.5 Areas containing high piled combustible stock or rack storage in any occupancy group require smoke and heat vents. Design to comply with the International Fire Code. -- Sec. 910.2.3 LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. - - Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. -- Sec. 1203.4.2.1 Page # 8 Code review for: Project Id.: Redman Building Address: C.R. 319 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208.2 WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. - - Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. - - Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. - - Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame -spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 Code review for: Project Id.: Redman Building Address: C.R. 319 ACCESSIBLE FACILITIES: NOTE: Except as noted, section ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. Sec. 2. Spout arranged for parallel approach shall be located inches maximum from the front edge. Units with a forward shall have the spout 15 inches minimum from the vertical and 5 inches maximum from the front edge of the unit. -- Sec. 602.5 3. Spouts shall provide a flow of water 4 -- Sec. 602.6 Page # 9 numbers listed below are from 602.4 3 1/2 approach support inches height minimum. TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 1 Page # 10 Code review for: Project Id.: Redman Building Address: C.R. 319 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. -- Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. -- Sec. 603.3 ir. Code review for: Project Id.: Redman Building Address: C.R. 319 GLAZING REQUIREMENTS All glazing in hazardous locations glazing material. -- Sec. 2406.1 Locations: -- 1. Glazing in 2. Glazing in and panels 3. Glazing in 4. Glazing in 5. Glazing in Page # 11 is required to be of safety Sec. 2406.3 swinging doors except jalousies. fixed and sliding panels of sliding patio door in sliding and bifold closet door assemblies. storm doors. all unframed swinging doors. doors and enclosures for hot tubs, whirlpools, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. assemblies saunas, Page # 12 Code review for: Project Id.: Redman Building Address: C.R. 319 ATTIC REQUIREMENTS: 1. Provide an access to all attic areas with a clear height over 30 inches. The minimum size is 20 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1209.2 Note: Opening may be required to be larger if mechanical equipment is located in the attic space. See the International Mechanical Code -- Sec. 1209.3 2. Provide cross ventilation in all attic areas. The net free vent area shall not be less than 1 square foot for each 150 square feet of attic area with 50% of the required ventilating area provided by ventilators located in the upper portion of the space at least 3 feet above eave or cornice vents. -- Sec. 1203.2 Exception : The minimum vent area may be 1/300 if a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side'of the attic insulation and 50 percent of the required vent area is located in the upper portion of the space at least 3 feet above eave or cornice vents. No. 95c.-) Assessor's Parcel No. t� l f?/- 023 y -c e s r� Date 8/ 3/LJ � BUILDING PERMIT CARD Job Address C.9 -t LI QK 3 11 R t -Q f r Co 8(6�,/�)" 1 Owner_2& rvvt l/ucey�� tvtcua y It n Owl Address 7%05 �^fd�Y 6 -4 -Phone #54(7-954 Contractor t1AJ)tQ� c Addresst-r `� rC. Phone # Setbacks: •Front Rear RH llt ft ilsTe/Fc-✓ telfl GFrtCYA.111. .'aka'/ Footing Foundation Grout Underground Plumbic g Rough Plumbing /'r/"r2l-OS L Framing Insulation OPlU. I2/4SDftt Roofing Drywall /O/Z8�0S/� Gas Piping / l 05/0.71A - Cr INSPECTIONS EXTERIOR Address No Drainage Decks -support & clearance to wood . f Decks -stairs 8 rads /� Exterior locks / Flashing around doors & windows // Insect screens INTERIOR GARAGE Fire wall separation Service doors -1A' min Door (20 min.) wlauto closer -1 VC min. Mech. equip 16" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs A-6 Ventilation NOTES LH Zoning Weatherproofing Mechanical Electrical Rough (State) /0 S-OSCvb Electrical Final (State) 3-2-Q-04 CACIO FinaLr/DG,jy4LCheckliskSon. Qted? Certificate Occupant /it Date -14;040 Septic System # 'O ? era-.} :\ Date Sl/ 3/c 7: Final Other (continue on back) FINAL CHECKLIST MECHANICAL ROOM STAIRWAYS Boder Headroom (6•6“) Railing 8 guardrails Width Hot water F A. gas/oil Floor dram Rise & run Clearance KITCHEN Air con. system Clearance above gull Hot water heater ♦ .�- feX, Exhaust tan Combustion air !! Broiler exhaust 11 hr. cha e) Gas piping, valves BEDROOMS LPG Drain Egress A FIREPLACE/STOVE Smoke detector Clearance to combustibles BATHROOMS Termination of chimney / Exhaust tan Combustion air Hearth (12" or 20" on sides) Glass doors Certified by' Shatterproof glass OTHER IINSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS NOTICE REQUIRED INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO 1 Date Issued;]1.wt.1`!' Zoned Area Permit No es 111 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure 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 Inspector and IMEDIATELV BECOME NU L AND VOID. Use 7 C tno Sfr Address or Legal Desc 'tion0w6o /�' 19 ETC - Cs Qwne ' 1ACteaQMmDt lsE6i Scor 0 (toner Setbacks Front Side Side - Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing t\A t -m Driveway Foundation Underground Plumbing T.,-05 .9,0\ Insulation o.nm /Ylv at.Hr` Rough Plumbing 10.21-oSe'w'. Drywall X01 Z1 OS A'YJ` Chimney & Vent /0 -21 -oSTh1 Electric Fin l (by State inspector)- - Lq_by Gas Piping a2-a.-DsiGw--- Final, __-/Cr.-I-06 testi Electric Rough (By State Inspector)7:„Zic Septic Final track_ Framing \0 - 21 -05 Kay& cx (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado DO NOT DESTROY THIS CARD APPROVED C By IF PLACED OUTSIDE - COVER IT CLEAR PLASTIC CIL L4