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HomeMy WebLinkAboutApplication- Permit! s r GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 Sth. Street, Suite 303 Gknwood Springs, CO 81601(970) 945-8212 No. 7883 Job Address OIc)+ZC31.� NOEL D ALE— CO Nature of Work Building Permit Use of Building, t a� l i -V+ ()WAN Owner Grk ITC 1_13_1 LL1yi�= Contractor i Amount of PermitS HOZ Z 4i53 �7 Acpad--41 Date 9 Ay A ler J coeg 146-1.41.12. 41- 02508 x64.02= /,73, 5 .CV saa. 15.E' X9. a) 14, .co ?"--`4-rafi— 33 17 it Xik 4?) 'r 1_ 064.00 CfIo. w. 44001. i.- 4153,47 a-747.3 a 4 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 9434212 PERMIT NO. 1 INSPECTION LINE: (970)384-5003 Au-- 1,79,A 9416cf/ rr PARCEUSCIIEDULE NO. -e.4.00- 00...5- 5- 75- 10B s !OB ADDRESS: GQ 6 Er 62-A-P,'L //-0-,,,,c-i..., /2-„d , 9/6n 7. 3 I LOT NO. /1i; ` q BLOCK NO. SUBDIVISION/EXEMPTION /P4 Al2 Pg/NT 2 ef`� --441,---7-' Amzu i. 0 • i' ��E�b-- tricA'• P�'17-'rs?�- S'Ls-a-400 3 O '4 ' COI�Ei. 5'acx eb ./G.Qr,-4� PH: 7,15----// LIC &7€141- AIDTCt_�,—4..-,6.l.L 5 .Q Fr.DF KELDIVLO b Er' 37 SQ. Fr. dr LOT ;21 A98 -,4-6 I ur 7 :-.25:4...... U NO.OFWAO, 6 KCMG DnaFaMa fL r / _ 8 • awte OF.orrc �j CADMIUM CALMAT/OW MOM 12111510$11P9 GAPJ. one= oD CARPORT: =COBLE 11 0 1 V ODR1Vl4AY MICR DON IttE OWNS DEPOSAL(OEPTIC) CatirE YALDA7IRl OF NOEL, $ ,,..1"..-0,,,,a ,! AA14tl17IDYM.IIAIION:i pc 9 iv JO . GM mOAL COI.DiDQm: NOTICE A SEPARATE ELECTRICAL FERMTC 18 REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. PIAN CHECK FEE: �� f `1 ( . 4 PERMIT FEE: YY 1L� ' 01,25 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCT/ AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR W CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I 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 COMPLIER WITH WHETHER SPECT ED HEREIN OR NOT. THE GRANTING OF A PERMI DOES NOT PRESUME TO OIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.// / 7' A Date ?/ i I TOTAL FEE: ! DATE PERMIT' 18L � 9 7 6 7• 2 CY // ✓ O OCC: C4ROUP. r(y CONST: TYPE: - V ` ZONING: SETBACKS: Signature of Owner, Co taetos or Iiaed . • uDtioe MANU. HOME: RSDS NO. RFEE: Ni' ?hi( r a—.. %' ,16 As '''f ® B>t1Id Dept Apple�VDaieL�' ,_ _. AGREEMENT PERMISSION 18 HEREBY 4: RANTED 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 TIE BUILDING DEPARTMENT. IN CONSMERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21101 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM 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 THE CORRECTION OF ERRORS IN SAID MANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. TLE REVIEW OF THE SUBMTI7PD PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILfl'ES BY GARFIEZD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. ME RESPONSIBU..T Y FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (TTTIAU Io( ti 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 coveritigs, counter Ibps 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 constr(itted 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 7BE�EN COMPLETED.r ****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 boeupanoy; use and ihe'is uance of a Certificate of Occupancy for the dwelling under building permit # f- Signature bpcont Date 1 • January 23, 2001 TL Enterprises Unlimited Attn: Tom Albright P.O. Box 850 Basalt, Colorado 81621 Ilco;orth-Pi„et,tcc1isiio,l. 5020 t.t II 1% ki,:id 1S1 Glow ffod 81611 Phone: 970-94a.''98'; Fax: 970-945.84x4 hpgeo@hpgeoteeh.c im Job No. 101 115 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot M-19, Midland Point, Coryell Ranch, Garfield County, Colorado Dear Mr. Albright: 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 TL Enterprises Unlimited dated January 11, 2001. 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 two story wood frame structure over a crawlspace with an attached garage located on the site as shown on Fig. 1. Garage floor will be slab -on -grade. Cut depths are expected to range between about 3 to 5 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The lot is located on the east side of Iron Horse Road near the cul- de-sac and was covered with approximately 6 inches of snow at the time of our field work. Overlot grading has occurred during subdivision development with vegetation removal and relatively shallow cuts and fills. The ground surface is flat with a gentle slope down to the north. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate Locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below a s'iallow fill TL Enterprises Unlimited January 23, 2001 Page 2 depth (up to 4 feet deep at Pit 1), consist of relatively dense, slightly silly sandy gravel with cobbles and small boulders. Results of a gradation analysis performed on a sample of the natural granular soil (minus 3 inch fraction) obtained from the sit,; are presented on Fig. 3. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions ern„ountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural granular soil designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural granular soil. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of Footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site gravel soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil and fill, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site gravel soils devoid of vegetation, topsoil and oversized rock. H -P GEOTECH TL Enterprises Unlimited January 23, 2001 Page 3 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 about 2 feet of finer graded 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 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feelin pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) An underdrain system should not be needed provided that the surface drainage recommendations given above are followed. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either 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 and to the depths shown on Fig. 2, 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 construction to review and monitor the implementation of our recommendations, and to H -P GEOT CN TL Enterprises Unlimited January 23, 2001 Page 4 verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. QAPA-r)e-0--e- Trevor L. Knell Reviewed by: Ittiste Daniel E. Hardin, P. (443 TLK/ksw :•••....••0�v ONA1. ,�°' act iltortninto attachments cc: Kurtz & Associates - Attn: Brian Kurtz H -P GEOTECH APPROXIMATE SCALE: 1"=30' CUL-DE-SAC LOT M-20 1 1 PROPERTY BOUNDARIES ' PIT 1 1 1 1 1 1 1 } 1 /9"%1 BUILDING SETBACKS LOT M-16 101 115 HEPWORTH- PAWLAK GEOTECHNICAL, INC. diammorr LOT M-18 COMMON AREA C LOCATION OF EXPLORATORY PITS Fig. 1 . 10 LEGEND: 41 ►w4 PIT 1 PIT 2 FILL; sandy silty clay, frozen, dark brown, organics. wa-t 10 FILL; silty sandy gravel with cobbles, medium dense, moist, dark brown, subrounded rock. GRAVEL (GP -GM); sandy, slightly silty, with cobbles and small boulders, dense, slightly moist to moist, light brown, subroundod rock. 2" Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on January 16, 2001 with a CAT 416C rubber tire backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4 The exploratory pit locations 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 No. 4 sieve -200 = Percent passing No. 200 sieve 101 115 GEOTECHNICAL, INC. HEPWORTH—PAWLAK LOGS OF EXPLORATORY PITS Fig. 2 HYDROMETER ANALYSIS TIME HEADI3NGS SIEVE ANALYSTS 24 HR. 7 lit 045 HIN.15 MIN.60MINA9MIN.4 HLN.1 MIN. 1200 10 20 30 40 50 60 70 60 90 r.wr. rr.rM Orr. -r N—rM.--- Orw— ••••r—.+ter -... RN MMOMEI - rlO-w— �--.R� 114- MNIMONM411 Emma, 114 —�� 100 .001 .002 NRrN-M— --^ — .--NNN N—mow .R..M-Yr rrrrr—r r— --M. M—r.ww MOM. U.S. STANDARD SERIES 4140 150 130 416 0$ 14 CLFrut S;,VARE OP£NINCS 3/1' 306' 1 1/2' 3• 5.6" —MN -- NMI mim — INN IIIIMMM =In MUM — --r —r- - --- -morn Mil Omer ErrsOw.rr .111 •• M.w•_ miNEMa-a-� —M- --N — rIMNON • — $• 100 .M-- 11 - -■MEOW -MMM ON—. ■--- r—. --r r---- ..— IN _- NINNNII ammamw nM NNW —MM--.-N-- -~Wm —rr.— .—. —MMM --.-- OMEN, NOW NNW= mi UNMAN ----- .....--r--.,MONY 0111.1 INONEM MAW -+ — -- -Nrw.w---R — R.— ••r --MRM. - NINON.• -•rt r 'NOME • M-...M•__— R O -MMR ----MMS I---�—.=. .11•44 NY MM =MOM .�.-W ---.. IMMEMI.MMON.M.I.WMOMM A MR .....1.11111.3111: ==a========== -It== --===�" =�1. i --I_ -.-.w r---r--—r. —+�•-- r. -.—..I- -R^--- -M.-. M...MI..-w—.rnM. -N-- RRR-R- -�- MINIMUM w.—+—Y uuN.Y .110•01 Minn —FMW MOIEWN 4 4...41441 miMm. Mr -N—. Er—EN— Ommin 0 NNNIM me Nan INN -Nei ----rr---w..—+- mw. —.-- —r --a - EFEs-. - i er• • .M-- A. 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MM— O-44 Min --�— S_■i ---- .005 .009 .016 .037 .074 .150 .300 .600 Uh1U 11111.r=1O 1.11 2.36 4.75 9.5 519.0 37.5 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SLLT GRAVEL 70 % LIQUID LIMIT FI14 6 T°� FINP OR 90 90 70 60 76.2 152 203 127 aOloRs6 1 comes SAND 24 % SILT AND CLAY 6 % PLASTICITY INDEX SAMPLE OF:Slightly Silty Sandy Gravel FROM: Pit 1 at 4 to 5 feet 1D1 115 HEPWORTH—PAWLAK GEOTECHNICAL, INC. 50 40 30 20 10 0 GRADATION TEST RESULTS •-- Fig. 3 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. 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. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 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 included that indicates the distances of the proposed building or addition to propertyli� 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 water courses? Yes 3. Does the site plan 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 steel in accordance with the uniform building code or per stamped engineered design? Yes !X 5. 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 tX 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's and soffits? Yes cX 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 loads? 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 rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? 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 contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make andmodel and Colorado Phase II certificatio or phaseEP�4 certific�tio Yes `"{ No cler.--oLt4, oyt ..1.1.14:;,-,A.,--el•,L 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 14. 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? r � Yes �/1 No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation 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; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the 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 covenants? 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 association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No 20. Will this be the only residential structure on the parcel? Yes No If no -Explain: 21. Have two (2complete sets of construction drawings been submitted with the application? Yes 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes L. -A' No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection the Garfield County Building Department? Yes b No 25. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes t2' 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" or "Septic System" fees required, at the time you pick up your building permit? Yes 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 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes t -k No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes No 30. 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 rX No 31. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes No 32. 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 issuance of a building permit? Your attention in this is appreciated. Yes No 5 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. signature date 379 "5-AP7 Phone: 97o- 765- 9- (days); F'7o -963 -1'4' (evenings) Project Name: Project Address: (>0.4 7 - 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 necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required 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 8/00 6 3 d 4.1 ai ve vs a v 1. Um tk. a CU• 0 1 A to 5 o V 1 yy al v Ix, ct Cp ' E — o tdd • a,ct$ la. by � '��7 �.o a. w .,„ w' o • t c U z� g z N • 1994 Building Cede Setbacks: 25 feet front and rear and 10 feet on the sides Snowload: 40Ibs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B Windload: 15ibs. /sq. ft. Frost Depth: 36 inches -30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) So GARFIELD COUNTY BUILDING and PLANNING NOTICE OF CLARIFICATION FIRE PROTECTION: It is the interpretation of this department that the provision of UBC Section 302.4, Exception Number 3, also applies to openings for access to attic space above a U occupancy. The access door in the ceiling of a garage must be self closing, tight fitting, solid wood door, 1-3/8ths inches thick, or have a 20 minute fire protection rating or the one hour fire separation wall between the garage and the dwelling must extend above the ceiling, all the way to the roof. ENERGY CONSERVATION Garfield County is enforcing Resolution 96-05 (Chap. 13 Energy Conservation). 2" x 4" Exterior walls must be supplemented (Le. Rigid insulation with taped or sealed joints or other approved ways to comply with minimum county insulation requirements: R-19 — Walls; R-29 -- Roofs; 1* R-11 — Floors over unheated areas 1* Exception: Insulate foundation to frost line and install vapor barrier on ground surface. 415P En rpilis Unlim:tegL Inc, P.D. Box 850 L -f 303) 963-8644 Bossy CO 81621 (303) 963-8644 Tom's Cell #970-379-2287 ADDENDUM #1 Date: 05-07-01 Permit #: Owner: Wayne Griffin Address: 0068 Iron Horse Rd., Carbondale, Co. Subdivision: Midland Point Lot #: M19 page 1 of 2 Item 1 On page S-4 Beam P goes from 3 - 11-7/8" Micro Lams to 3 - 9-1/2" Boise Cascade Versa -Lams. Specifications are as follows: Beam P carries 1/2 of roof load over upper floor from trusses. Roof span is 15' outside to outside. 1/2 span is 14'-6". Beam P spans a total of 10'-3-1/2". Total square foot is 148.625. 148.625sq' x 801b per sq' =11890 total load. 11890 load divided by beam P span of 10'-3-1/2" = 1160 lb per lin '. Specifications from Boise Cascade Specifier Guide "Versa -Lam Roof Load Tables 115% Snow Load are as follows: Allowable total load per lin' at 11' span = 1425 per lin' Allowable total load per lin' at 11' span — 1253 per lin' Item 2 On page S-4 Beam N goes from 3 - 11-7/8" Micro Lams to 3 - 7-1/4" Micro Lams. Span is only 5'6". Item 3 All III floor joist can go to Equivalent BCI floor joist. Floor Joists above Kitchen area can go from 1' oc to 2' oc. Specifications are as follows: 11-7/8" BCI 450 24" oc with Live Load Deflection Limit To L/480 spans 16'-2". Specifications from Boise Cascade Specifier Guide Residential Floor Span Tables. Item 4 Gas Fireplace for Living Room Specifications are as follows: Brand: Superior Model: LBV-43 Listed as: Decorative Fireplace in the United States and Canada Please see attached specification sheet from Superior. Item 5 Gas Stove for Master Bedroom Specifications are as follows: Brand: HEAT-N-GLO Model: BAY -STOVE AFUE rated Vented Wall Furnace- High Efficiency Please see attached specification sheet from Heat-N-Glo Item 6 Bedroom # 3 has had a Velux Sky Light added in the roof. Specifications are as follows: Brand: Velux Model: FS -COMFORT Fixed Glass: Lowe E Insulated Size: 44"wide x 28" High Window Additions are as follows: #B-4 Garage: Brand: Type: Size: Specs: Item 7 one 2 wide casement was added to match the existing windows. Sierra Pacific Casement 6'widex3'tall insulation glass, Low E, Clear with vent tube #L-1 Bed Room #3 Bathroom: One 2 wide casement was added for light and ventalation. Brand: Type: Size: Specs: #M-1 Bed Room Brand: Type: Size: Specs: page 2 of 2 Sierra Pacific Casement 36" wide x 30" tall insulation glass, Low E, Clear with vent tube #2 Bathroom: One 2 wide casement was added for light and ventalation in tub & shower. Sierra Pacific Casement 48" wide x 24" tall insulation glass, Low E, Tempered, Clear with vent tube Item 8 Deck Details: Please see Sheet "Site Plan" Future Wood Deck. Specifications are as follows: Please see attached plan view for structural and size. All wood structure will be treated Doug Fir. Pads are to be 8" thick 2'x2' . No Portion of the deck will be above the 30" height. Item 9 Pad for Future Green House: Pad will be poured in Monolithic form. This Pad is to be inspected for record purposes so that the Green House can be installed at a later date. When Green House Make & Model is established specifications on weight will be submitted if needed. Specifications are as follows: Bottom if Monolithic Pour will be 12". Height around 3 sides not attached to house will be 18". Pad will be poured at 4". 2 #4 rebar continuous top & bottom on the 3 Monolithic Side. 1 #4 rebar vertical & turned into slab 2' every 2'. Rebar will tie to outer continuous rebar at bottom of Monolithic. These addendums are hereby submitted to Garfield County Building & Planning per Owner "Wayne Griffin and Builder " TL Enterprises Unlimited, Inc.". If any other details and or specifications are needed please contact Tom Albright at the above address or phone #. Thomas L. Albright Pres. Enterpri Unfimited, Inc Date Mawr Big, Bold and Beautiful Open hearth is standard, doors are optional Listed as a decorative fireplace in the United States and Canada LBV 43 • Generous 24-5/8" tall, 43" wide screen opening with recessed screen pockets • 50,000 Btu/hr input charred oak log set with glowing ember bed • Uses 8" B -Vent or BC -8 chimney • Ready for on/off wall switch or remote control • Optional glass doors and outside air kit available • Standard brick or herringbone pattern liner GAS P SUPERIOR. I13\' There are conventional, gas -burning fireplaces. And then there's Superior's LB Series - much larger in size, and a big step up in class. The II3V is a lot bigger, where it counts the most, in its generous interior firebox dimensions. Due to recessed fire screen pockets, its 43" screen opening can be measured virtually rock to rock. The LBV is a generous 20" deep, 24" high fireplace. However, size is just a small part of the story. With features such as an incredibly realistic 50,000 Btu/hr log set and clean face front, the LBV provides a custom-built look that's a class of its own. Installation and venting are easy, thanks to Superior's proven BC -8 chimney system or standard 8" B -vent Remember, there is a step-up gas fireplace that will help take your home to the next level. It's called the Superior IBV. Available in natural or propane gas models. Optional Accessories • Glass Doors • Outside Combustion Air Kit • Remote Control Kit • Electronic Ignition - 120 volt • Custom Ember Bed kit • Herringbone pattern liner* "Herringbone pattern liner must be ordered factory installed. Field conversions not recommended. Complete, one-piece chimney top. Fu -estop spacer - secures chimney in ceiling or between floors. 8" B -Vent or BC -8 chim- ney system. Easy to install, no tools required; snaps together. Roof flashing. Smooth front face. Minimum clearance to _ Construction combustible materials. anchors secure Frame with wood right fireplace to floor. up to fireplace. Optional outside air kit Standard log set. Realistic brick pattern interior with hidden screen pockets. Distributed by: Optional glass doors available, your choice of finishes and styles. P/N 004049 REV. C 9/99 12 Pine Ember K" Bag of volcanic rock included. Ember bed kit. Front View 111" L 7W L131r43 with herringbone pattern liner Inner r 8" Left Side View I Combustion Air Aces \t):,-11"-- 1- 121,4"— Top View I/41 f 15" 523/4" 44" Right Side View b/3f boaall 493/4" 31 t/xs" Gas Line Aax®s — 7tl 253/411 25W' 523/4" - Framing Dimensions 31/2" Model Width Height Depth LBV-4324 53" 50" 25-1/2" NOTE: Diagrams and illustrations are not to scale and should not be used for framing purposes — consult installation instructions. Product designs, materials, dimensions, specifications, colors and prices subject to change or discontinuance without notice. Built to ANI Z21.50 Standard and approved by AGA (report *12970023). Consult your distributor for local fireplace code information. El SUPERIOR. The Fireplace Company 4325 Artesia Ave., Fullerton, CA 92833, (714) 521-7302 Printed in U.SA ©1998, 1999 by Superior Fireplace Company. Est1932 All Superior vented gas fireplaces include a one-year limited warranty. (),130/2061 MON 12:55 MI 1303k:ntikoz < 1 • BAY -STOVE TOP VENTED DIRECT VENT GAS STOVE • 97/8 ['25;MMI 17 1/4 (448MM] 0 6/15 [243MMj 1 17142 (445MM] 26 1/4 [84OMH) -- r- 191/8 [488MMj 8 5/9 [188MM] r- 30 [782i0M) �--� 34 318 [873MM) 14 1/2 [292MM) L 91/2 [242MMj , . dpIMICAT10 mad •• BAYiT0VS wmis Pesaw WWh - lack Wash sn� 5t u Lae* 343/8 • 30 ' 1014 11 iR 23 I/2 X +=Th How. xixonio admix dkr eias VW1: neealVnd UMW. Fdh+d& worn MEAT•N.GLO • (612) 0654000 • wrnr btaglo.00m 14 8 $ 0 0 m to m g m =x a = N N 10 T N N N d 01 g' 0 7 9PE6xetEl. 0I tot Q 0 z 1H no - q g z o c 0 m r =m rX n-1 ti 0 s ta n 0> 3Z1S SSV19 rn n T 0 -1 0 z 0) 8l q imsapxl91.nai-s1[ Si N 0 2 TO 1 ro 1 8 rn m • • • • • • • a- O . 4. n' F. lz7 2 -a = m 0 P a ^" rn ri7 c c-, P. S g g R ▪ a —a a w 0 .z n �. a "d x • • • • • • C9 we :" c; E'77 x ✓-- c._, p N 8 a cc • R n n ----F y a VTij P- r- -o Model CI -Di -Grand (Shown with CGR-1232) COl ENri).WA-awl-1S)1t Yodel CIN-ZC (Shawn with CZCR-3723) a 1 1 INSERT SIZING GUIDE Meumum dimensans of existing lirebo, recommended for ease of m$erl nista alwn W A WW W 3 v A CO A 0, O; A F g 1p OD A f3 + A N N f ? A W W 'P . 5 n �. a "d x • • • • • • C9 we :" c; E'77 x ✓-- c._, p N 8 a cc • R n n ----F y a VTij P- r- -o Model CI -Di -Grand (Shown with CGR-1232) COl ENri).WA-awl-1S)1t Yodel CIN-ZC (Shawn with CZCR-3723) T • — — I-04 P L_ 1 11' 1#!' L~ L_ J 6' 7 ar 4. gl. r - 5'-71' A L2'-0 —5`-4 8' 0' V 0 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT CARFIELD COUNTY, COLORADO Date Issue ........i 1...Zoned Area Permit No.... .. r.... AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. vse-- CRS ,� �; ' "'"°ACit:47, Addres Legal Description 1.. r • +� _ ,' ~ Owner&(? 1 i t) U F • This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing -•c:>/ 14. Foundation 2 ®I A S. Underground Plumbing " Insulation hc_07N(Polg— Rough Plumbing 64)-o( .10 Drywall g=1$. of ik, Electric Final (by St a Inspector) I2 ,4,40_ Chimney & Vent *$71.= Gas Piping V1,01 , ► r Final c_ U1 a, Electric Rough (By State Inspector)s.ZP/Ar Septic Final Framing Stst&I ....k.> f (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. i s�oa► Phoii )`se- AP THIS PERMIT IS NOT TRANSFERABLE 384-5003 j109 8th Street County Courthouse Glenwood Springs, Colorado. D DO NOT DESTROY THIS CARD iuZ UTSIDE - COVER WITH CLEAR PLASTIC