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HomeMy WebLinkAboutApplication- PermitJob Address Nature of Work Use of Building Ower GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. 7461 (985 („ ex /0)) 04 -4A2114 -4442 -Building Permit Q.O,Q c & Contractor Amount of PermitS /1,95.44, Mot t k . to e_ c loW , a-1 SU dl�_ /‘95-,v& Date C Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 (� INSPECTION LINE: (970) 945-9159 (IC / PERMIT NO. `� I PARCEL/SCHEDULE NO. JOB ADDRESS: G9 SS C' unie /2Oeta /Ob, at ho✓/ R red W ,Z3 I LOT NO. Gee a1L 442,BLOCK NO. SUBDIVISION/EXEMPTION 2 °WNER 5`I,I otn ea rron wul ,%4 ,g A°°F�. Y ,C 8a , ,-6n t b�8s GoluE,y l�oa/ov ` 9 3-y/yd .w 3 //�� J COMPACTOR •'li he, / ken it all ,OQ.Eaty ADDRESS / PH: IIC.NO.. 4 ADCMIECT/EN crew 6/- FL /1(0 (loi 1/ // ADDRESS '�p jA /$4;t, ar60h 1 L "41,332 z3 MGND:2 70 6 5 W Ft OF EUDDNO / JfM W OiLOT /� F /(. Fc5. f/(IA NEIcars /7) NO. OFFIoon / 6 USE OF BUDDING ResV/ R3 7 ey f/�7 �//� hi, if DESCRIBE WONL / I (Id z NC cfr2oo FNS i •C xi Si7 h o us _ 8 CL•N. OF WOR[: °NEL• DTON °ALTiRATON °MOVE °REMOVE 9 L tuRAGE. °MO E T LE C` AL I S f t 3 CARPORT. °nppE °DOUBLE 10 c DRIVEWAY PERM ��EE .4343/TE SEWAGE DDIPO.AL (SEPTIC) °IDE ELN 1 /Oa rn ADJUSTED VALUATION U 1J I-�'' I, fa 1 J / 6 , ( Jt VALUATWN or W°RI. SPECIAL CONDEMNS.C/ A SEPARATE ELECTRICAL COLORADO IMS PERMIT BECOMES AUTHORIZED IS NOT COMMENCED WORK IS SUSPENDED OR AFTER WORK IS COMMENCED. I HF.R.EBY CERTIFY THAT 104OW THE SAME TO GOVERNING THIS TYPE HEREIN OR NOT. THE AUTHORITY TO VIOLATE LOCAL W REr. LATINO CO. ' iI• r•-_ =,� �i ;w NOTICE PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF NULL AND VOID IF WORK OR CONSTRUCTION WITHIN 110 DAYS. OR IF CONSTRUCTION OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TLMBE 1 HAVE READ AND EXAMINED THIS APPLICATION AND BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS OF WORK WILL BE COMPLIED WITH WHETTER SPECIFIED GRANTING OF A PERMIT DOES NOT PRESUME. TO GIVE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR CONSTRUCTION OR THE PERFORMANCE OF �� PLAN CHECKFEE: /GK?,2/ PERMIT FE 497.2 S- TOTAL FEE: 4 DATE PERMIT ISSUED: I /' A C Li6 b i J , OCC: GROUP: CONST: TYPE: let3 ZONING: SETBACKS: Sige.Nre of . • .R, Cuotnc or ur authorized .gent having ay .4 uuderst. • . •o 'o- thew HOME: 0 u6 Kd:'FEE: BLJ 4Dept. 64/ I,--.� i , RSDS NO. ,y SD.00 1 et< •I ' .pep. A.pru D AGREEMENT PERMISSION IS HEREBY (:RANTED TO THE APPLICANT AS OWNER CONTRACTOR AND: OR THE AGENT OF THE CONTRACTOR OR ON STRUCTURE A DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED 10 AND REVIEWED BY THE BUILDING DFPARTMEJT. .Oa 'MER TO CONS UCT DE IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED 13' GARFIELD COUNTY PURSUANT TO ALTIIORTTY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL' COMPLIED \\TMH IN THE LOCATION. ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE PROF THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. `THE ISSUANCE OF .A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TI I 'CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 1 VIOLATION OF THIS CODE OR ANY OTTER ORDINANCE OR REGULATION 01,11118 RIUSDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN RESPONSIBILITIES OR LLUlB,RIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND I.MPLEMENTATIC DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUIDER AND OWNER COMMENTS ARE INTEND • To:1,0 ERVATIVE AND IN SUPPOR OF THE OWNERS INTEREST. Toga CAHfomLoo3 I HER t Y A K'NOTICE T I HAVE RF AND INDUST/SeTHE AGREEMENT ABOVE. hl/ A� ` LST 00 etanrevi a cg713� ckY92 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. A complete bathroom, with wash bowl, 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 1994 UBC 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. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF 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 VACATION PREMISES UNTIL ABOVE CONDITIONS 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 # %V( /. I-ZS-scro Signature Date bpcont SuP.M Ctis1 aaotn'..Ecc• MooRC hoot ttow If 8S C.2.1o0 Math pun, In- 9S7't94?.00 = I00033.0o 6&cc2c vV/236 gt00 : 1 41016.00 RaseMt;KY- ; Gpa+c.too0, Logazeict.00 Szoancc ytage4Roo C ove.c,vp 13oC1.00 7!06,60_ 1 I x 0, 106 .00 OECK(Nolexz(6) q 60.01) To Tac tr Iic(66.00 ett Tit.- ` 9 97. 2 s l • S.D.S. So.00 --0 (6 95, y C County Road (Note the Road Number and Name) Es Q CD "g. ,..in. N (11 0 0 ne \in A .Q1 V Nw N V O '71 .--: 0 t DORAIS EXCAVATING, INC. 511 Dorais Way P.O. Box 391 CARBONDALE.COLORADO 81623670 (303) PHONE CITY DUAN. t. CHAROE fr7 4, RE tID ] PAID OUT t, �4D1'ONi 41. a,ay. -.J.. DESCRIPTION PRICE AMOUNT 11111 111* gm - m � A ` ► ♦ N s :MAIM INN 1711 10Dx. i`Otoe,\ A. Mama m RECEIVED BY TOTALS Ortavagetv 1* e0% Pie -Consumer Content • 10% PostConmenbr Content HEPWORTH-PAWLAK GEOTECHNICAL, INC. November 22, 1993 Ackerman Handcrafted Log Homes Attn: Skip Ackerman P.O. Box 1318 Carbondale, Colorado 81623 w1LlIfMtieVfaiti,ik::fl!}•:F'n; 7840 Highway 82 - Glenwood Springs, CO 81601 Fax 303 945-8454 Phone 303 945-7988 Job No. 193 231 Subject: Subsoil Study for Foundation Design, Proposed Bromwell Residence, 7201 County Road 100, Garfield County, Colorado. Dear Skip: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Ackerman Handcrafted Log Homes dated October 14, 1993. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a 1 1/2 story 12" to 18" diameter log structure above a walk out basement level. The building will be located approximately as shown on Fig. 1. Ground floor will be slab -on -grade. Cut depths are expected to range between about 3 to 6 feet. Foundation loadings for this type of construction are assumed to be moderate. An individual septic disposal system is proposed just southeast of the residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to reevaluate the recommendations presented in this report. Site Conditions: The site consists of vacant, fallow pasture which is covered with grass and weeds. The field was previously irrigated by field ditches. The ground surface is relatively flat and slopes gently to strongly down to east with about 4 feet of elevation difference across the building site. e; Ackerman Handcrafted Log Homes November 22, 1993 Page 2 Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating an exploratory pit shown on Fig. 1 as Pit 1. Pit 2 and the percolation auger holes had been excavated earlier in the year. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 1/2 foot of root laden topsoil, consist of slightly sandy to sandy silty clay. The soils become more calcareous and less moist with depth. Results of swell -consolidation testing performed on relatively undisturbed samples of the clays, presented on Figs. 3 and 4, indicate low compressibility under existing moisture conditions and light loading and a low collapse potential when wetted. The soils became moderately compressible after wetting under additional loading. Results of classification tests indicate the clays are slightly sandy to sandy and have low plasticity. No free water was observed in the pits at the time of our site visit and the soils were moist to slightly moist with depth. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1500 psf for support of the proposed residence. The soils tend to compress when wetted and loaded and there is a risk of some post construction settlement if the foundation bearing soils were to become wetted. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and any topsoil encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as H -P GEOTECN M ttkokr Ackerman Handcrafted Log Homes November 22, 1993 Page 3 retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. There is a risk of some settlement due to wetting of the subgrade soils. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 -inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 -inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, and topsoil. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill H -P GEOTECH `SiL• • Ackerman Handcrafted Log Homes November 22, 1993 Page 4 surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent fmish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. An impervious membrane such as 10 mil PVC should be placed in a trough shape below the drain gravel and attached to the foundation wall with mastic to prevent wetting of the bearing soils. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with at least 2 feet of the on-site soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale should be provided uphill to direct surface runoff around the residence. H -P GEOTECH Ackerman Handcrafted Log Homes November 22, 1993 Page 5 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 5 feet from the building and beyond the foundation wall backfill. Percolation Tests: Percolation tests were conducted in 7 to 10 inch auger holes previously excavated by others at the approximate locations shown on Fig. 1. The percolation test results are presented in Table II. Based on the test results and the subsurface profile information, the test site is suitable for use of an individual infiltration septic disposal system. We recommend the use of a 40 minutes per inch percolation rate for sizing the infiltration bed. Limitations: This report has been prepared in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no other warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during H -P GEOTECH Ackerman Handcrafted Log Homes November 22, 1993 Page 6 construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. If you have any questions or if we may be of further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, Reviewed By: Daniel E. Hardin, P.E. SLP/ro Attachments H -P GEOTECH 200' set back line 1 Approximate Scale 1" = 30' Leach Field Area P-1 p 1\P-3 Pit 2 • p-- Percolation P-2 Holes (typ) 95 193 231 I HEPWORTH-PAWLAK GEOTECHNICAL, Inc. Location of Exploratory Pits Fig. 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOG OF EXPLORATORY PITS Job No: 193 231 Datum: Ground Surface Type/Size of Hole: Backhoe Pit Prepared By: DEH/H-P Geotech, Inc. Reviewed By: SLP/H-P Geotech, Inc. Date: 10/14/93 Date: 11/19/93 Pit No. 1 Elevation: 101 feet Location: North side of Residence Pit No. 2 Elevation: 99 feet Location: Profile Pit Leach Field Depth,Ft. Visual Description of Depth,Ft. Visual Description of 6.-- Class. Material Class. Material 0 - 1/2 OL root zone, silty sandy clay, brown. 0 - 1/2 OL Root zone, silty sandy clay, brown. 1/2 - 8 1/2 CL clay; silty, slightly sandy to sandy, stiff to very stiff, moist, brown, slightly calcareous and porous. 1/2 - 8 CL clay; silty, slightly sandy to sandy, stiff to very stiff, moist, brown, slightly calcareous. 8 1/2 - 11 CL clay; slightly sandy, silty, very stiff to hard, slightly moist, light brown, moderately calcareous. No Free Water Bottom of Pit @ 8 feet No Free Water Bottom of Pit @ 11 feet Samples: 2 CL Hand Driven Liner 4 1/2 CL Hand Driven Liner; Disturbed bulk. 6 1/2 CL Hand Driven Liner 9 CL Hand Driven Liner Fig. 2 0 ae 1 c 0 2 4 0 1 n c 2 0 to 0) L3 o. E O U 4 5 APPLIED PRESSURE — ksf tuU Moisture Content . 13.7 percent Dry Unit Weight • 92 pct Sample of: -siIty sandy clay From: Pit 1 @ 4 1/2 feet I • e .gill— e Compression Upon Wetting Compression Upon Wetting 0.1 1.0 10 100 APPLIED PRESSURE — ksf tuU APPLIED PRESSURE — ksf 193 231 HEPWORTH-PAWLAK GEOTECHNICAL, Inc. SWELL -CONSOLIDATION TEST RESULTS Fig, 3 Moisture Content t 16.0 percent Cry Unit Weicnt = 95 pcf Sample of: slightly sandy silty clay From!Pit 1 @ 6 1/2 feet I Compression Upon Wetting 0.1 1.0 10 100 APPLIED PRESSURE — ksf 193 231 HEPWORTH-PAWLAK GEOTECHNICAL, Inc. SWELL -CONSOLIDATION TEST RESULTS Fig, 3 1 Moisture Content = 12.5 percent Ory Unit Weight = 103 Pet Sample of: slightly sandy silty clay From' Pit 1 @ 9 feet 0 1i v--5 I Compression :re Upon Wetting c 2 0 0 w 3 a g U 4 III i III I III HI II HWHH 110 1 1 H 0., 1.0 APPLIED PRESSURE — ksf 193 231 HEPWORTH-PAWLAK GEOTECHNICAL, Inc. SWELL -CONSOLIDATION TEST RESULTS Fig. 4 _ JOB NO. 193 231 HEPWORTH-PAWLAK GEOTECHNICAL, INC. g N 1 st_ M M M N CO 1 1 x asp N O 11) O) M O Igi Ega gx g u N C) O O 1 O N N N_ CO O) • GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. 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 check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. 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, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan in luded that indicates the distances of the proposed building or addition to property lines other buildings, setback easements and utility easements? Yes 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or er courses? Yes 3. Does the site play indicate the location and direction of the County or private road accessing the property,? Yes 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steyl in accordance with the uniform building code or per stamped engineered design? Yes Do the plans i dicate the location and size of ventilation openings for under floor crawl spaces and t clearances required between wood and earth? Yes 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spacess and so s? Yes 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind leds? Yes 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof raftersorjoists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all columns and earns? Yes 11. 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 down to existing grade ntours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase jl certifications or phase II EPA certification? Yes No �/ twit - 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code 9hapter 37? Yes No �/ 14. Does the plan ippclude a window schedule or other verification that egress/rescue windows from sleepingfooms and/or basements comply with the requirements of the Uniform Building Code? Yes ✓ No 15. Does the p elude a window schedule or other verification that windows provide natural light and ve tilation for all habitable rooms? Yes No 3 16. 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; g glass doors; fixed glass panels; shower doors and tub enclosures and specify safety gl ng for these areas? Yes No 17. Is the location all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on plan? Yes No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenant Yes No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the associatio do you understand that the plan check fee will not be refunded should the architectural mmittee deny or reject your building plans? Yes No 20. Will this be thonly residential structure on the parcel? Yes No If no -Explain: 21. Have two (2 complete sets of construction drawings been submitted with the application? Yes 22. Do you under and that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you deigned or had this plan designed while considering building and other construction %de requirements? Yes No 24. 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 25. Do you undersjand that approval for design and/or construction changes are required prior to the applicafon of these changes? Yes J No 4 26. 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 "School Impact" r "Septic System" fees required, at the time you pick up your building permit? Yes d No 27. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day bef re. Failure to give twenty four (24) hour notice for inspections will delay your ins tion one (1) day. Inspections are to be called in to 945-9159. Yes No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code inc ding approval on a final inspection prior to receiving a Certificate of Occupancy and o cupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "eras Contractor", "Contractor" or otherwise, is the party responsible for the project com $ng with the Uniform Building Code? Yes % No 30. Are you aware that If you are accessing a county road and do not have an existing driveway you will reed to acquire a driveway permit from Garfield County Road and Bridge? Their phone number is 945-6111. You will need to show proof prior to the issuance of the building permit. I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. signature Phone: q b 3 -q RI & (days); Project Name: Project Address: Zf- 0' date q6.5 -4//q6 orowtwitt-/ MooRt (05iptivcci 6,9t5 &an (tad fon , QarcaJ ct f re, Cep (evenings) 5 Notes: If you have answered "No" on any of the 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 a permit. If it is determined by the Building Official that additional information is nerresary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 6 r n a [o traO o O O H n 'O ry w_ w O' O B n o w +n z. y a P R= w' ate, (b '< —• N • w o = Oo n y C c m • C w C w C. o' . aw • cro E m F _Oo O w Mn 7 0 C 0 G. C CD n 4. N • N d o% 2t m L 0 c .1 z b 0 0 cn - o • - Vw .. o �Z o 4-V It; L Moil 'glom aNu2osaC 1994 Building Cede Setbacks: 25 feet front and rear and 10 feet on the sides Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches --30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) 8 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 1 BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued. 5S""",) NV Zoned Area Permit No ries 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 Inspect and flbDoi)tb MMEEDIIATELLY BECOME NULL AND OID. Use i Ski N m AJwddnsitYson Ck` L ck& Contractor fly% !S► setbacks Front Side Side Rear this Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 4j0 ,, oo Are'1 5tri,�11�,eaQQ.e�,^�uzn.. }Zama, n Foundation+.17-� h -9 A 9» Y*Kau va B 1 Underground Plumbing t4.? 1 Insulation 7-17-00 L. 1 Rough Plumbing 7- t0_ eo A ' Drywall i..7.0„,Q7 Q, 1 Chimney & Vent 1yA, I Electric Final (by State Inspector) 1-0,2^7 c3 4J, k? Gas Piping k rit) 1 Final 114,,x0 1 Electric Rough (By Stateppspector --3 '- Septic Final ',weir ' Framing 7-4-ct c4�,, 1 Notes: (To include Roof in place a d'Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.1 1 3g4-5063 THIS PERMIT IS NOT TRANSFERABLE 'hone- 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD late B y rifASL,�IF PLACQUTSIDW- COVER WITH CLEAR PLASTIC