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Home My WebLink AboutApplication- Permitk Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address NO. 9 3c39, Nature of Work Building Permit Use of Building_ ,k_,k®t t _ Owner Contractor_le Q-& A Amount of Permit $ I P-YOMI Date Clerk (J 061 Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-9454212 / Fax: 970.384-3470 / Inspection Line: 970-384-5003 Parcel/Schedule No: .2(R goat -1D D Q y AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY wrri ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN TN 30.28301 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF TBE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH Di THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN EN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AN�I,�'►NErR./[OMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gorfom.003 .. 11 I HEREBY ACDGE THAT 1 HAVE READ AND NDERSTAND THE AGREEMENT ABOVE (INITIAL): r I,+4 1.-.. CA- '1!,12/1 ILL Q'Iicif, r Job Address: k. CA eour Q•41.01 . �C� 9 k(60( NLTh,\AOO dy/t 1 Lot No: �`y�13� rr 2 b/ _- gtly� rar �, /!� 2 Owner: ks 4V� SdAnCckt &Tian Address U� oNce Oak Ph: Rrto)- (3(0t,cox'-L-)3) Wk Ph: 3 Contractor: —C.mSn Vt\lie . Address: afro1Lts Ci 6(.0 P 14to3-2\°►4 Lie. No. 411C- Q 4 Archtttec�et/En (deer: pc�� C�dc . spm\krca- Address: 4�- S,a ,tir5 r.,linS. 1 Pb: 384- ISia Lie. No. .- 5 Sq. Ft. of Buillding: kat6 Sq. Ft. of Lot: Height: `' No. of Floors: Use of MnA 1rO3/43SR. C -CC P.cx9L, Gat bun 4. U.0 7 Describe ork: A . R• _ 4a 8 Class of Work: NY New ❑ Alteration o Remove o Addition ❑ Move 9 10 Garage: a Single o Double Carport: ❑ Single o Double o.li Neway Perit ❑✓0nSite Sewage Disposal r•Site Plan 111V1/V f6 (Septic) 11 Valuation of Work: O 00 Adjusted Valuations: S �a fe / 8 12 • lel ndltiom: 4.44 Song" (J►�i i44bt—most 4st Mali 4JI' o k�ft�t ga !''�' 4,w floo(tLt7 U P 70 Bann Ko 4L I� cikatara .lot % . NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY TEE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN ISO DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. All PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER 1 : IFIED HEREIN OR NOT. THE GRANTING O :' A PERMIT DOES PRESUME TO GIVE AUTHORITY TO VIOLA +/1 R CANCEL T. VISION F ANY OTHER STATE OR LOCAL y� REG TIN OR THE PERFORMANCE OF CO..40 '.a' /7� .. !S Plan Check Fee: 1 -14. O, 4014. Permit Fee: - J 9G(1 75— Total Fee:lDated Pe/rmiit Issued: 1 isr'ell OCC Group: st. Type: fly _� v zoning: Setbacks: Manu. Home: ISIS No. & Fee: TYIA, ,R/ Si,a.o, , / ,1 /, 4 r� DEPT., //lP }�,>: 'APPROVAL TATE e, -• ,ATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY wrri ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN TN 30.28301 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF TBE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH Di THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN EN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AN�I,�'►NErR./[OMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gorfom.003 .. 11 I HEREBY ACDGE THAT 1 HAVE READ AND NDERSTAND THE AGREEMENT ABOVE (INITIAL): r I,+4 1.-.. CA- '1!,12/1 ILL Q'Iicif, r Applicant PLAN REVIEW CHECKLIST uta 214. Date 1ta • / 3e'i Building Mt Engineered Foundation ji4..Driveway Permit ✓Surveyed Site Plan _Septic Permit and Setbacks ✓Grade/Topography 30% _J]itAttach Residential Plan Review List }Minimum Application Questionnaire Subdivision Plat Notes f(ta Fire Department Review -----'aluation Determination/Fees v Red Line Plans/Stamps/Sticker LAtt�Ch Conditions ✓Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Mane.• NERAL NOTES: 12$0 K 6246 S/$ t 24 6® •go 12, 'j 3z 92/0310, 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 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 Rctk C71/4Nqa-c r u ?• tk7 `duct\W 14ousF 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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 if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. 1 Y Plans to be included for a Building Permit must be on draft paper at least 18"x 24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the fmish grade line. 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. AU sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be retumed. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 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 comer 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: 106.3.1 (7.) 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. Yes 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 urveyor with their signature and professional stamp on the design. Yes V 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 s only", "Approval drawings only", "For permit issuance only" or similar language? Yes V No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colora Registered Engineer? Yes No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessm the property? Yes V 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 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 t/ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces d the clearances required between wood and earth? Yes No Not necessary for project 9. Do the pans indicate the size and location of the ventilation openings for the attic, roof joist s ces and soffits? Yes No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowlos, (a minimum of 40 pounds per square foot in Garfield County)? Yes No Not necessary for this project TE:(... i 2v.55 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project / S 1A- 12. A 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof co s6uction? Yes No Not necessary for this project 13. Is the wi speed and exposure design included in the plan? Yes No Not necessary for this project • 14. Does the wilding section drawing include size and spacing of' floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connec n of all columns and beams? Yes Y No Not necessary for this project 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave downto sting grade contours? Yes » 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 Uniform Building Code Chapter 31? Yes No Not necessary for this project 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 Uniform Building Code? Yes No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes V 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 w lking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosur and specify safety glazing for these areas? Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installa $ n in this building? Yes? No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occup cy as identified in the Uniform Building Code Table 5-A) Yes 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 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? f/ Yes No Not necessary for this project 26. Do the pl s indicate the location and dimension of restroom facilities and if more than four oyees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the pl s indicate that restrooms and access to the building are handicapped accessi e? Yes No Not necessary for this project 28. Have two ) complete sets of construction drawings been submitted with the applica n? Yes No 29. Have you designed or had this plan designed while considering building and other contra ton code requirements? Yes No Not necessary for this project 30. Does the an accurately indicate what you intend to construct and what will receive a final ection by the Garfield County Building Department? Yes VVV/// 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 ./ No 32. Do you un stand that approval for design and/or construction changes are required prior to a implementation of these changes? Yes No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the ti a of application and that you will be required to pay the "Permit" fee as well as any "S tic System" or "Road Impact" fees required, at the time you pick up your buildin ermit? Yes ti No 5 34. Are you aware that you are required to call for all inspections required under the Uniform Building ode including approval on a final inspection prior to receiving a Certificate of Occup cy and occupancy of the building? Yes No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority e given for an Agent and that the party responsible for the project must comply with th niform 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 384-5003. \/155 37. Are you a are that requesting inspections on work that is not ready or not accessible will res t in a S47.00 re -inspection fee? Yes 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 Dep ent stating one is not necessary? You can contact the Road & Bridge Departm 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 requir at time of inspection. Yes No 40. Are you aware, at on the front of the building permit application you will need to fill in the Parcel/ edule Number for the lot you are applying for this permit on prior to submitt f the building permit application? Your attention in this is appreciated. Yes No 41. Do you know that the local fire d' ct may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 6 J I hereby acknowledge that I have re the -best of my abili . � i/L/e Z/Ajice.°24 ignature / de tand, a, /: neese questions to FI� //joy/ Phone: (`[ i 5 6 3 (days);/96,3 - Z' 3/ (evenings) 11 ProjectName:ROGK &Rd ESS/1kO 3 * 1" " S E - Project Address: / 3 0 6 Coot /2 ! �/ Rd /2 (j (--0.5 Note: 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. *If you 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 07/2004 7 Sep 14 04 10:23a District 1 970 -94S -131B p.1 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 09-) 4-04 To: Building & Planning From: Bobby Branham Re: Driveway Rennit exemption Fonts.._ 1308 CR 129 Glenwood Springs CO 81601 Ph. 970-6737 f0175 -C d6pei-' : "" Glenwood Springs CO 81601 Ph. 970-945-5700 Fx. 970-945-1253 Location: 1308 CR 129 Glenwood Springs CO 81601 Scope of Work: Obtain building permit Road and Bridge Concerns: This property lies outside the system of maintained county roads, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.] Road and Bridge Commercial and Industrial Point<'? LATION 5Sir This pndun n du•mN Undenvnie, L ),.]A 4-•lu. ‘urtre Bunimthen,.. rve. INSULATION Core -Fill 500 is a thermal and acoustical ammo-pla,si masonry foam insulation. Superior R -values, excellent sound absorption charactenstics and enhanced Fire -resistance rating. Economical alternative to loose -Illi and rigid insulation product,. Applications Include: • Concrete Block • Masonry Cavity Fill • Precast Hollow -core Panels TAILORED CHEMICAL PRODUCTS, INC. To leam more, call 800-627-1687 DEsatinom core -Fill 500 is a supenrn insulation material for use 111 commercial and industlral comuuction and has excel- lent thermal and acoustic properties It 1s a two -compo- nent system consisting of annnu-plant resin and a catalyst roaming agent surfactant. These Iwo comnponents, when properly I Lti ioed and piopclled by compressed an. produce a loam insulation having the appearance of shaving cream. PERFORM UN2 C ianhaEWSi1Cs Conal ill 500 ' 1s lire -rated as a Class A huilding material loi use in the Filling of cores in conueIc mason- ry block. cavity svalts and between hock and hioek II sets cold 111 ID to 60 seconds alter Ieav Ing the hose noiilc and dues not expand anti 1111 the!. so enclosed spaces max he luted without pressure hudd-up. Beh,re setting. the to,un Ilows easib to Illi the total cavity. 1e gardless of its shape or the presence nl obstructions such as pipes. w ties and clecincal hoxes It may also he nowelcd into open areas 11 desired AM/WAGES Cocc-H11500 „Ifcrs proven perinrmance as an insulating material It combines a high 'R' YalLIC'+ah the unique ,-Hilly to completely till and seal volds. a true AR anlagewhen dealing w1111 m,homlt sonwuction 0 deadens sr,und \ ellicienlly. Because it 1s applied undo: pressure. the town is Irregular spaces with case Core -Fill 500 does not settle like vermamlite or EPS heads. thus remaining cllectne for the entre lite til the budding. Most important. 1t 1s cuss-competItivC with any Lithe[ insulation method Core -Fill 500 ' easily complies with all relevant codes. standards and testing (DOE. EPA. ASTM and others). Because it contains no polystyrenes polylsocyanLll ale. 01 poly wethane.. it oilers superior tire salety chat actC1rsties. It does not contain 01 emit CFCs or 1{CFCs. Core -Fill 5001" is activated on-site and pumped under pressure into the scall cavity, pipe chase or intenrall space. Core -Fill 500' is easily applied in new and existing con.s.truction. CORE -FILL 500 E LS OR EXCEEDS 07210/TAI ALL PERTINENT TCS 75? CODES two S?'n.*t''_. 5Buyline 2097 Testlpmperty Reference Required Performance Fire Saki', ASTM E-84 Flame spread not to exceed 25 Smoke developed of not more than 450 Fire Wall Rating ASTM E- 119 Minimum - 2 hours Corrosiveness DOE te) 13t Al. Cu. Steel - No Perforations HUD 628 Loss olmass not toexceed02g Density DOE (c) (41 HUD 614 Dry 0 7 to 0 9 Ib/ft Wet 2 5 to 5.5 lb/ft Water Absorption DOE (e) (8) HUD 622 Not to exceed 15'%; No absorption in less than one hour Shrinkage DOE le) (1 1) HUD 62.5 Not moi e than 4 0'4 'Flnmr ,prem rnlue. we nor rnrrnlrJ ro n lire r Ln,-nrlr (ar�entrd br du QIIALIry ASSURANCE Core -Fill 500' contractors are licensed and approved by Tailored Chemical Products. Inc. All applicators are trained and certitied in the use of Core -Fill 500" material, and equipment. For more information or the name of the certified installer nearest to you, call 800-627-1687. Thi, pmduu i, C la.a Gni hr I'naei e nmi Ink .1, RI Sutl.i t nununc t hai aL Icii �i.n_' R19114 INSULATION Fostr* hen in,i,illud e, ,u _csLdd in dm LNLR( t S FAR In,ulunnn Guide ihn prnduer can .n�dnei e0 ( .ill wr rha in,ulannn guide .al I 1-h8h-STA R -Y LS run i(her undo ar 14/011iit unJmnrn CORE—FILL SOO" PERFORMANCE -' )U ptwits Insulation Value Construction `U' Value `R' Value Parallel Heat Flow 8" block/60 Ibs. density 8" block/I00 lbs. density 12" block/60 lbs. density 12" block/100 lbs. density 0.07 0.10 0.05 0.08 R -value = 4.9/inch R -s slues taken from rhe National Concrete Masonn Acsocmunu. R -value varies milt Hock den3itt FIRE Wd.t'_ `240._; Reference Construction ATSM E -I 19-88 8" block (equiv. lo UL 901 l2" block and UL 905) Minimum Requirement 2 hours 2 hours 142 9.1 20.0 12.5 Core -Fill 500' Performance 4 hours 4 hours Tevic performed at Southwevr Research. San Antonio. Testis A rwo-hour rated R" or 12" CMU can he tmpnwed to 4 how!. tt hen urrea are filled with Core -Fill 500' ACOU5fC Core -Fill 500' Filled 8" CMU ............... STC 53/OITC 44 Sand -Filled 8"CMU STC 53/O1TC 44 TESTS PERFORMED By ACOUSTIC SI STEMS, AUSTIN. TX • 114.4. Manufactured byTI \I LO R a DCHEMICAL PRODUCTS IN PO Drawer 4186 • Hickory, NC 28603 • 828 322 6512 • Fax 828 322 7688 www.c re-fiII500.c m Kl e4/ rnnwink,..-tart 111411 TnilneaA rr.-n.r,nl P,.,,tiir.. me 1 For more information call 800-647.1687 Hollow -core. pre -stressed concrete panels-. Core -Fill 500" was recently installed of masonry in the new Washington APPLICATION No surface preparation is reg mixed and then applied continuo calor hose. One of the greatest Fill 500'" foam insulation is that it installed after wall sections have This allows the mason contractor cd thus shortening construction tion costs. When wall sections have been or closed, Core -Fill 500'" is pum, through a small hole drilled into around the entire wall area appro floor level. This method is repeatedi the wall is filled. Architects are increasingly specifying Cure -Fill 500 in new school and church construcuun. SINGES= Ibis Core-FiII 5001" is an essential construction that values long -teen acoustic shielding. It has been again by the architects for such Mart. K -Mart, Winn-Dixie, Saf ingles, Harris Teeter, Circuit City; Lowe's Hardware. It has been installed in school*. hanks, hospitals and manufacture; Core -Fill 500"' wherever an in of importance to the finished pro Wal -Man and [Imre 's Building Supply song' Core -Fill 500 in all their new %torts nutiunmide. Cont-FILL500 FOAM INsuIanoN All aniinn F :-r G::>> iih,a Coiiq•'.CtCI� (ill C:�n he in.t IHJ ir, i,.nh r:a-v inJ CviI L11„11 USAGE Nmu Although easily applied and Core -Fill 500' is not reco attic applications. It will not loads nor should it be used for overhead applications or un barrier. Do not use against temperatures in excess of 190 nJ. "AIILI .11 -LI .:1 11 IIiCyhui.i .. 111J i,C 1 —M itis: r . n, ILII . ii. .. 1 Liu ti • nil A FRESH OUTLOOK on HOME VENTILATION :MITSUBISHI ELECTRIC Mitsubishi Electronics America, Inc. HVAC Division Clear your hone of AIRBORNE CONTN- v,1IN efficiently I7nnd econoiniccH 1vvith LOSSIvAI'. Nm`-; Ever since the oil embargo of the 1970s, homes have been built in a more energy efficient manner, eliminating virtually all air Leaks. They're so well built and airtight that it's almost impossible for fresh air to enter naturally and circulate. As a result, pollutants and moisture build up in the old, stale, static air causing harm to humans, furnishings and household equipment. In fact, the Environmental Protection Agency ranks poor indoor air quality among the top five health risks facing Americans today. Lossnay energy recovery ventilators are ideal for those airtight homes that create and harbor excessive hot -weather humidity, cold -weather dryness, and high levels of gas pollutants. Our innovative Lossnay core technology effectively exhausts stale air, along with toxins and viruses, while simultaneously bringing in fresh air. Residents can breathe a sigh of relief because the indoor environment feels, smells and is fresher and healthier. Indoor CONT1v,NIINAN H include: • CO2 (high levels cause drowsiness & headaches) •odors • floor coverings •paints • glues/adhesives • pets • household chemicals • radon • formaldehyde •tobacco smoke H M11)1TY causes the followiir�: • condensation in walls • musty odors • peeling wallpaper • sweaty windows (indicator that humidity is out of control) • structural damage • dangerous mold spores (affects respiratory system & motor nerves) • and more ROOM OUTSIDE Feed Air to Room bhaust All (Fresh Cold too Outside or Warm Air) (Stale (old or Warm Air) Fohaust Air from Room (Stale Air) 1 Partition Plat Spacer Plate Fresh Air from Outside Lossnay EV130 easily sat,shes homes with up to 2,750 square feet of occupied area and eight occupants ' EV130 Itmo MEP Lossnay EV200 easily satisfies homes with up 00 4 200 square feet and up to 13 occupants ' EV200 Enjoy these FEATURES and their BENEFITS: • Lossnay Core technology • Quiet, powerful ventilation • Balanced ventilation •Highly efficient • P355n'e_frost control • Single -speed, long -life blower • Nunudity control • Veentilateon without open wuidows • Limp( dcsign Standard fifteen -year Lossnay Core • Highest degree of energy recovery among all plate -type exchangers •Dramatically improves indoor air quality for a healthy home • Is safer—won't backdrafi chimneys or draw moisture into your walls • Cost-effective Draws in fresh air while recapturing exhausted energy • 7Y0 need for condensate pans or ,Aantis Can operate svrthout heaters 0 virtually all applications and conditions • Has best energy efficiency and durability • Protects borne and furnishings • Gives added seamy • Can be mounted in any orientation Easy installation with flange or hanging strap rnau(Iuurti warranty, 1 -year on all other parts) r clef rost darnper5 ill FOR EXAMPLE: ),,,,,,i cured( an errs ypnr!er ar (,n 11 hon simn;i." dn' 1,112 rirsidi an STAND ALONE .INSTALLATI'0 1 FHA*, `INSTALLATION A Lossnay energy ventilation recovery system saves money by reducing the workload on your heating and cooling equipment when bringing in fresh air. The equipment can then be smaller than what you would have 'to buy if you were using conventional ventilation methods. In fact, you'll save up to 75°/n in energy compared to typical ventilation systems, resulting in tower utility bills in both the heat of summer and the cold of winter. RESIDENTIAL VENTILATION EXAMPLE (130 GEM) HEAT LOAD AT 10°F (indoor 70°F, 3590 RH) AC LOAD AT 95°F, 75°F WB (indoor 75°F, 50% RH) TYPICAL FURNACE SIZE TYPICAL AIR CONDITIONER SIZE ANNUAL HEATING FUEL SAVINGS FOR NATURAL GAS ANNUAL HEATING FUEL SAVINGS FOR ELECTRICITY 11,800 BTU/hour 6,100 BTU/hour 60,000 BTU/hour 3 tons 4,100 BTU/hour 3,300 BTU/hour 45.000 BTU/hour 2.5 tons 5100-,- 1 5- 5295%, ,F. 'rn 2 ' Example oared an neL additional cost for energy recovery Call us for an evaWzton of possible sa.9ngs in your area Lot,sN Av J-VI30 AND EV200 DESCRIPTIONS Access Cover: Front panel hinges open to provide easy access to fitters, blowers, and core. Insulation: 1" foil -faced fiberglass on top, bottom, back, sides and cover with additional 1/4" Rubatex" on front cover for thermal and sound insulation. Filters: Cteanabte, spun potyester media. 10.5" x 10.5" x 1" (EV130) 10.5" x 21.75" x 1" (EV200) Control Options: Dehumidistat Control — for wintertime operation to control excess moisture. 24 -Hour Timer Control — works year-round or with air conditioning for general ventilation to maintain good indoor air quatity. Point -of -use Controls — Located in bathrooms or kitchen, allowing you to turn on your ventilation system whenever you want. Ventilation Type Static Plate, Heat and Humidity Transfer Static Plate. Heat and Humidity Transfer Airflow Range 50-150 CFM 100-210 CFM Rated Airflow @ 0.2" ESP 130 CFM 200 CFM Sensible Effectiveness at Rated Airflow 730/0 76°7° Weight 521bs (unit), 571bs (shipping weight) 80tbs (unit). 88Ibs (shipping weight) Dimensions -Unit 20.125"w x 28.75"1 x 13'h 20.125"w x 28.751 x 24"h Control Voltage 24 VAC 24 VAC Line Voltage 115 VAC 115 VAC Shipping Dimensions 21"w x 31.751 x 15.5"h 21"w x 31.75% x 26 5"h Duct Conn. Size 6" round inner Flange and 8" round outer flange for each collar MITSUBISHI ELECTRIC Mitsubishi Electronics America, Inc. HVAC Division 3100 Avalon Ridge Place, Suite 200, Norcross GA 30071 (7701 613-5840 fax 1800) 889-9904 rvww mitsubishi corn/hvac Form No LBROLES01-04/9905M M11M1911111111CTRIC MADE IN THE U.S.A. GecPtecr, Hepworth-Pawlak Geotechnical. Inc. 5020 County Road 154 Glenwood Springs. Colorado 816111 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotecli.com PRELIMINARY GEOTECHNICAL STUDY ROCK GARDENS RV PARK P.U.D. GARFIELD COUNTY, COLORADO JOB NO. 101 771 JANUARY 18, 2002 PREPARED FOR: ROCK GARDENS RV PARK ATTN: KEVIN SCHNEIDER 1308 ROAD 129 GLENWOOD SPRINGS, COLORADO 81601 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY 1 PROPOSED IMPROVEMENTS 1 SITE CONDITIONS 2 GEOLOGIC SETTING 2 FIELD EXPLORATION 3 SUBSURFACE CONDITIONS 3 GEOLOGIC ASSESSMENT 4 PRELIMINARY DESIGN RECOMMENDATIONS 4 FOUNDATIONS 4 FLOOR SLABS 5 SITE GRADING 5 SURFACE DRAINAGE 6 PERCOLATION TESTING 6 LIMITATIONS 6 REFERENCES 8 FIGURE 1 - GEOLOGY MAP AND EXPLORATORY PITS FIGURE 2 - LOGS OF EXPLORATORY PITS FIGURE 3 - GRADATION TEST RESULTS TABLE I - PERCOLATION TEST RESULTS SITE CONDITIONS The Rock Garden RV Park is located on an old alluvial fan in Glenwood Canyon near the confluence of No Name Creek with the Colorado River. The property covers parts of the southern half of Section 2, T. 6 S., R. 89 W. to the north and south of the river. Development is only planned to the north of the river. The general topography in the proposed development area is shown by the contour lines on Fig. 1. The old alluvial fan surface over most of the property has an average slope of about 8 %. A steep, 30 foot high, terrace escarpment with an average slope of about 60 % is present in the southern part of the development area and separates the old fan surface from a low river terrace. The southern part of the development area is on the nearly level river terrace and fill pad that stand about 6 to 10 feet above the river. No Name Creek is located about 250 feet northwest of the property in a channel that is deeply eroded into the old alluvial fan. Small residences and trailer homes occupy much of the fan surface on the property. The low terrace is undeveloped except for camp sites. Vegetation consists of oak and other brush. GEOLOGIC SETTING Glenwood Canyon in the project area cuts through the southern flank of the Laramide White River uplift. Regional mapping shows that the sedimentary rocks in this area dip steeply to the south and are cut by several small displacement faults (Kirkham and Others, 1997). The project site is located in the No Name graben that is bounded by northwest trending faults on the northeast and southwest, see Fig. 1. These faults are not considered to be potentially active (Kirkham and Rogers, 1981). The Leadville Limestone (Ml) crops out on the north canyon side in the graben. Older Paleozoic sedimentary formations (Pz) are present on both the north and south canyon sides outside the graben. Formation rock in the project area is covered by surficial deposits. Most of the property to the north of the river is on the old No Name Creek alluvial fan (Qafo). The fan deposits consist of large boulder, cobble and gravel -sized rocks in a silty sand matrix. Colluvium (Qc) derived from the old fan deposit underlies the terrace H -P GEOTECH • -4- GEOLOGIC ASSESSMENT The project geology should not present major constraints to the proposed development. A hydrologist should determine if the low terrace and fill pad are above the appropriate design flood level for the river. No Name Creek has eroded a deep channel below the old fan surface and the old fan. in the project area, is no longer the site of debris flows. Site specific soil and foundation studies for buildings on the old alluvial fan should evaluate the bearing capacity and settlement potential of the foundations soils. Development specific geotechnical engineering studies should be conducted if large cuts and fill are planned on the steep terrace escarpment. Occupied structures should be designed to withstand moderately strong earthquake ground shaking with little or no damage and not to collapse under stronger ground shaking. The region is in the Uniform Building Code, Seismic Risk Zone 1. Based on our current understanding of the earthquake hazard in this part of Colorado, we see 110 reason to increase the commonly accepted seismic risk zone for the area. PRELIMINARY DESIGN RECOMMENDATIONS The conclusions and recommendations presented below are based on the proposed improvements, field reconnaissance, subsurface conditions encountered in the exploratory pits, and our experience in the area. The recommendations are suitable for planning and preliminary design, but site specific studies should be conducted once design plans have been finalized. FOUNDATIONS Bearing conditions could vary depending on the specific locations of the buildings on the property. Spread footings bearing on the natural subsoils or compacted structural fill should be suitable for building support. We expect the footings can be sized for an allowable bearing pressure of 2,000 psf. Nested boulders and loose matrix soils may need treatment such as enlarging footings or placing compacted fill or concrete backfill. Structural fill placed for building support should extend beyond the edge of the footing a distance greater than or equal to the depth of fill beneath the H -P GEOTECH -6 - outer face. This office should review site grading plans for the project prior to construction. SURFACE DRAINAGE The grading plan for the subdivision should consider runoff from development located adjacent to the property and at individual building sites. Water should not be allowed to pond which could impact slope stability and foundations. To limit infiltration into the bearing soils next to buildings, exterior backfill should be capped with about 1 to 2 feet of finer -graded soils, be well compacted and have a positive slope away from buildings for a distance of at least 10 feet. Roof downspouts and drains should discharge well beyond the limits of all backfill. PERCOLATION TESTING Percolation tests were conducted on November 28 and December 17, 2001 at the locations designated by High Country Engineering. Profile Pit 1 and three percolation holes were dug near the office building and Profile Pit 2 and two percolation holes were dug near the bath house. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the profile pits shown on Fig. 1 and consist of about 1 foot of topsoil overlying slightly silty sandy gravel, cobbles and boulders. Results of a gradation analysis performed on a sample of the gravel are shown on Fig. 2. No free water was encountered to the pit depths of 8' feet. The percolation test results are presented in Table I. Based on the subsurface conditions encountered and the percolation test results, the tested areas should be suitable for an infiltration septic disposal system. A civil engineer should design the infiltration septic disposal system. LIMITATIONS This study has been conducted according to generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty H -P GEOTECH -8 - REFERENCES Hepworth-Pawlak Geotechnical, 2001, Percolation Tests for the Proposed Rock- Gardens ockGardens RV Park PUD, Garfield County, Colorado: Prepared for Land Design Partnership, Glenwood Springs. Colorado (Job No. 101 771, December 19, 2001). Kirkham, R.M. and Rogers, W.P., 1981, Earthquake Potential in Colorado - A Preliminary Evaluation: Colorado Geological Survey Bulletin 43. Kirkham R.M. and Others, 1997, Geology Map of the Glenwood Springs, Quadrangle, Garfield County, Colorado: Colorado Geological Survey Map Series 31. H -P Georgi=H 5 10 LEGEND: stare tPrJA PROFILE PIT 1 ELEV. = 5836' -I 1 +4=61 1 -200=6 0,8 _' WEST OF ACCESS DRIVE NEAR OFFICE TOPSOIL; slightly organic sandy silty clay, dark brown. PROFILE PIT 2 ELEV. = 5856' EAST OF ACCESS DRIVE NEAR BATH HOUSE 0 5 10 SAND AND GRAVEL (SM—GM); silty, with cobbles, medium dense to dense, slightly moist to moist, brown, subangular to rounded rock. GRAVEL, COBBLES AND BOULDERS (GM—GP); slightly silty, sandy, dense, slightly moist, brown, subangular to rounded rock. Disturbed bulk sample. J NOTES: 1. Pit 1 was dug on November 27, 2001 and Pit 2 was dug on December 14, 2001 with a backhoe. 2. Locations of the exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of the exploratory pits were obtained by interpolation between contours on the site plan provided. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: +4 = Percent retained on the No. 4 sieve —200 = Percent passing No. 200 sieve 101 771 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. 2 No Assessor's Parcel No9/25 (.,fg 05-,0 Date /0 /t 6 - of- f g ^ / BUILDING R IT�CARD Job Ad�ess 2�Pj' /'/�J Owner; )ch f1P r P_I'll n Contractor\MtA3nLki \t" re Setbacks: Front Rear ra Soils Test Footing c2-1S.S-Os-riff— Found tion - -o ' C GroutaD4'.14-OSAIL t B Underground Plumbi,ng�-/`r r��]a9 Rough Plumbing `1-13-o472F Framing .- •J'Ola7hf*- Insulation -%-&Q7% Roofing 5 -0)-Ct rye II ++U nn p { qt -k 4.n-1Address`Ia 11 \,I (1 I tMn (� Phone #9�t&$ 3 I . Addresv� rI L Af\ hone #(1b5 Rl 199 RH INSPECTIONS Drywall Gas Piping y'f3 -o4nt- 5''pue NOTES LH Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final tate) rr Final let Checklist oomple�ed9 .- Certificate Occupant # ( � Date Septic System # Date Final Other (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued d.zoned Area Permit No 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 IMMEDIATEL BECOME NULL VOID. Use Address or Legal,,Deege Owne �F Kl $etbarks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. Phone 384-5003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. APP ' OV DDO NOT DESTROY THIS CARD Date ACED OUTSID CO 1WITH CLEAR PLASTIC Footing .2_ /frog- .'D. Foundation sL t Underground Plumbing 3_ yet, a / Insulation - — i i,� Rough Plumbing _/3_o;, Drywall She -e& ,7 Chimney & Vent Electric Final (by State Inspector `V -22 ac Gas Piping 4 13 DG- an. Final (D-9_‘,6♦ Electric Rough (By State Inspector) Jfjjj ( Septic Final Framing s_3_ 0 - i 1 (To include Roof in p 1: e and Windows and Doors installed). "' otes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Phone 384-5003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. APP ' OV DDO NOT DESTROY THIS CARD Date ACED OUTSID CO 1WITH CLEAR PLASTIC COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /3de" art ?el Permit No. 9' 309 I have this day inspected this structure and these premises and found the following corrections needed: 13- Crr1cs or, (4'se (1,1 Meal. 4ln,, 2-) - Ree, 5nick- eASsaASVsitem s /U0 11- lAke&k,� 3) — ither-r. Pfte ke ?Jot- b nac4 zQ fc s ik L-0 Lew. L 1 h f- "Las p Ir‘ 4-44"100 ._ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 'ZS -0 Building Inspector Phone (970) 945-8212 FR'a' :GLEN,OOP C4 YON RESOPT 'e6/07/20e6 05:00 970704085e FA:< NO. : 19705452413 Jun. 07 2006 05:23PN P1 JILLIERE ENT PAGE 01 BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issuedt W.Zoned Area Permit No AGREEMENT In consideration of the inuaace 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 IMMEDIATEL BECOME NULL AND VOID. 1 C to Ad r Level Dreg ' . tion Setbacks Front Side Side Roar This Card Moat Be Posted So It M Ptsiay Visible From tie Street Until Final Inspection. RECOD f`p* tttVF!Tb0N W s b Foundation .: l P`lta.lkli ° 3-g-0/ k,hcl 5410:12 Sells - +Underground Underground Plumbing 3../z/.1 t,•r yh Insulation.; _ii itc Rough Plumbing gen..0 bid Drywall 5- (t -iv sa Chimney & Vent j2, j�c1 Gas Pi in P ti 4-/3 vitt Final ' ' 4j ,, *phallist ! Framing 5-9 - 06 — :;I 1 (Ta Seclude Roof ie isend Windows sad Doors iosialWdl. 'Notes: ALL LISTED ITEMS MUST BE INSPECTED WNETltER thTERIOR OR EXTERIOR. AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384,3003 109 8th Street County Courthouse Glenwood Springs, Colorado APPROVED S 4 I%a �� Leo INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issuedt).QoLI-Zoned Area Permit No grf9 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 IMMEDIATELx BECOME NULL AND VOID. Address or Legal De c�• tion OwnuS" h1'PCii ,f Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. Phone 384-5003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. APP ' OV DDO NOT DESTROY THIS CARD Date ACED OUTSID CO/ WITH CLEAR PLASTIC 7 r•...'i' (!! Ift' .�l��.i�.J[�ilY[07:■93[1Ie]:7I Footing 2- gsigrammiommi Foundation 3 4, s.L i ,. r.:, C• �-1-05; 6h s4 ° -1 ► iii, Underground Plumbing 3_ 47_06, a, / Insulation -- i di ,� Rough Plumbing _R_o .,.. Drywall 5-11 j -dg Chimney & Vent Electric Final (by State Inspectorlb -72 oaY Gas Piping 4-/3 -OG- SEIM Final !o-f-e.br Electric Rough (By State Inspector) Mini ( Septic Final Framing 6_3_ 0 — '' (I (To include Roof in p and Windows and Doors installed). "e otes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Phone 384-5003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. APP ' OV DDO NOT DESTROY THIS CARD Date ACED OUTSID CO/ WITH CLEAR PLASTIC