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HomeMy WebLinkAboutApplication- PermitGARF'IELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Gkewood Springs, CO 81601(970) 945-8212 rob Address 0 9,I �' Nature of Work Building Permit V Use of Buildin Owner C L_ 0 get4A-- No. 8490 Contractor Amount of PermitS35-36 • O5 Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRLNGS). COLORADO TELEPHONE: (970) 943-8212 PERMIT NO. g'Yq° INSPECTION LINE: (970) 384-5003 177-1%1-00-WODD PARCEUSCHEDULE N '] �y I �C-AL%i JOB ADDRESS: Q ,9-39941 7P�! /( I� 1 LOT NO. /3 NO. SUBDIVISS EXEMPTION r 2 owe= ni 1 �4 L. 4 �.a. 4 1Y CO 44\ o La. U WE p�/f� 3 �"""�'°` COL/ &CAS �. 7Yu .1 c// /lop/I�z c,�: Csf.l� �� Yyas�g' u� .: 4 r�em•i *DOOM m ucHo "" rIENmAEO. 5 .Q TT Of I *O flE O U /` w FT os LOT or 6-Z 75 -6 'off lr Ho_ o.R M A. 6 PR OF evaDom 4:53,4T! G i/r-t d e, 7 Dacras roes g CLAM OF VOLT. 4r aALCONM aALTOATM TOOTS eaneove 9 ns GowCOWLS 000Wmi 11 CAM/X. amid' 10 01:1I2V WAT MIMI hp+tam CHgAQDWOBALMEMO APR PLAN rAttAYllN7arraaC1 AD7L7[1DVRLCATlmi1 "] (:, 7 3 7- 1 J! .- }}, �r /� + rea creermawx ps 71-0 Iii / / GAO e. j i 7 �bYZ `p . ' I — S' 1-�r44 e-- e ex, 4, . r'F-p . NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AITTHOR1Zls'D 18 NOT COMMENCED WHEN 110 DAYS, OIL IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK. IS CONLVLNCED. I HEREBY CERTIFY THAT I HAVE READ AND EXA1I ED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND COBRF,.CT. ALL PROVISIONS OF LAWS GOVE FOIING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED LEERILY OR NOT. THE (RtANTI iG OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE: 1333,90 PERMIT FEE: zoSz . iS TOTAL FEE - la DATE PERMIT ISSUED: "Z C 3 ` - 0� J J Ic OCC: GROUP: CONST: TYPE: I 1 4i% Tf' • ZONING SETBACKS: 1111 MAW. HOME LSDSNO. tFEE: Ira' op 1 3-./ /,./44,07, .,.LK��, _ b _ • r :."' "' ."•' Applrve!lIIs06 P1 Dept. ApproveltDete AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF TETE CONTRACTOR. OR OWNER TO • UCT THE STRUCTLRE A DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TILE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PE$AIIT, THE SIGNER HEREBY AGREES TO COMPLY WTIH ALL BUILDING CODES AVD LAND USE REGULATIONS ADOPTED B GARFIELD COUNTY PURSUANT TO AU HORIIY OVEN LY 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDDNANCES ARE NOT FULL COMPLIED ATTR D4 THE LOCATION. ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FRO! THE COUNTY AND TEAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS. SPECfKATIONS AND OTTER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING IH CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR. FRO PREVENTING BUILDING OPERATION SETING CARRIED ON THEREUNDER WHEN I VIOLATION OF TRIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. TIE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTrruTE AN ACCEPTANCE, OF AN RESPONSIBILITIES OR LIABILITIES BY GARFIELD DD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPIEMENTATIO DURING CONSTRUI.TION RESTS SPECIFICALLY WTIIL TH8 ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE D./TENDED TO BE CONSERVATjVE AND LN SUPPOR OF THE OWNERS IIYiEREST. CA'',�� II J dameoo3 I i33EREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (THAT.) I/VI 6(120D)- �r�g g5S5).9y 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 washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to alI 1.9971 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 DWELLLNG 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 VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 0 --iPt,avL. 4/4, G —r—o4 Signature Date bpcont Project valuation - Office Type V Wood Frame - $68.10 Wareouse/Storage Type V Wood Frame - $27.50 Service Station Type V Wood Frame - $59.70 Colorado Multiplier - .92 H-4 shop(lst floor) - 1696 Office (1s` floor) - 2000 Storage (2nd floor) - 1500 Office (2nd floor) - 500 Deck (2nd floor) - 64 Building valuation Building Permit Fee Plan Check Fee G11._ Co Olaf TfkI sq.ft. x 59.70 x 68.10 x 27.50 x 68.10 x 12.00 = $ 101251.20 = 136200.00 = 41250.00 = _34050.00 = 768.00 $ 313519.20 X .92 = $ 288437.66 - $ 2052.15 - $ 1333.90 - $ 160. 00 :43536 , 05 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 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, 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. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 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 40% or more on properties must be show on site plan. Yes7X 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes )( No Not necessary for this project 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes x No Not necessary for this project `. 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado 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 accessin the property? Yes 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design'? Yes X No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No X Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for projectx 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? xYes No Not necessary for this project 10. Do the plans include design Toads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes >{ No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 1613 and 16C? Yes K No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 1' No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes l t No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project x 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 down to existing grade contours? Yes A 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 X 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 No Not necessary for this projectx 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necessary for this project X 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes 2( 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 X 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 2c. No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project ,){ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes (\ No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 31. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes No 32. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes X No 33. 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 Occu cy and occupancy of the building? Yes No 5 J 34. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the applicati n is the party responsible for the project complying with the Uniform Codes? Yes ) No 35. 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. 36. 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 Departmf nt at 625-8601. Yes X No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to issuance;?f the building permit? Your attention in this is appreciated. Yes )'C No I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Date 6 r I Phone: 47v $y 5;15((days); 511,4N—L_ (evenings) Project Name: Project Address: U 6 4 (p ( RC/a2 (o 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 04/02 • Hill1.DING PERMIT CONDITIONS LIS`1' 1997 UNIFORM BUUILDING CODE Plan Check Number: Owner: Gilco Phone: 970-945-8415/%4-2,528 Occupancy Classification: I I -4/13/S-1 Floor Arca: 5(i7( sq. l t. Job Address: 0096 CR 264, Rifle, (X) Contractor: Van Huose Type of Construction: V -N Number of Stories: 2 Valuation: $ 288,437.66 The following conditions are based on the 1997 Unifornt Building Code. The approval of plans and specifications sloes not permit the violation of any section of the Uniform Building Code .or any federal, state or local regulations. 'These conditions are part of the Building Perrnit and must be met prior to issuance of a Certificate of Occupancy. Any and all deviations from the original plans and specifications approved by the Building Department shall be submitted to the Building Department for approval prior to installation. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by tlu: Uniform Building Code, International Plumbing (Axle and Uniform Mechanical Code. GENERAL CONDITIONS (;-7 `Elie approved plans and the Building Permit are to be kept on the site during construction. `I'hc approved plans must be available lrir reference during inspections. G-8 Approved numbers or addresses should lx: provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Section 502. ELECI RIC E-3 Contact State Electrical Inspector (945-2796) for requirements liar an electrical permit. SITE S-4 Notify all utilities for line locations and approval prior to beginning any excavation on site. (Electric, Watcr/\'4'astewatcr, KN Energy, Telephone, etc.) 5-14 Provisions shall be made for the control and drainage of water around the building as required in soils report. Irrigation systems should not be installed in the inuncdiate area around tlic building (Section 1804.7, I :13C'). I7rywells should not be used unless accepted by soils engineer. Drainage shall not be diverted to neiglrlxwing property. Group I3 Occupancies B(.)-1 A one-hour fire -resistive occupancy separation should be provided between rrxmis contairruIga lx)iler, central heating plan, or hot-water supply boiler and the rest of the building when the largest piece of fuel equipment exceeds 400,000 MU per hour (117.2 kW). Section 302.5 130-3 Light and ventilation should comply with Section 1202. OB() -5 Every building or portion thereof where persons are employed should be provided with at least one water closet. Separate facilities should be provided for each sex when the number of employees RCN'. )y99 1 exceeds four aril both sexes arc employed. Section 2902.3. Each facility shall be accessible per Sec. 1105.1, 1105.2.2. 030-10 Please provide the Building Department with a list showing quantity of all flanunablc or fiazar(lous materials to lx; stored or used in the building. Group II Occupancies HO -1 Rooms in which Class I, Class 11 and Class 111-A flallunable or combustible liquids are used, dispensed or mixed in open containers should he constnicteof in accordance with the requirements set forth in Section 307.1.3. Rooms in which Class I, Class 1I and Class 111-A flammable or combustible liquids are stored in closed containers should be constructed in accordance with the requirements set forth in Section 307.1.4. Control areas should be constrticte(1 in acconlallcc with footnote 1 of 'fable 3-D where necessary. I E( )-4 Floors should be of noncombustible, liquid -tight constniction in areas where motor vehicles, lx)ats, helicopters or airplanes are stored, repaired or operated and in areas containing hazardous materials. (Section 307.2.2) FI() -9 In (;croup 1-I, Division 4 Occupancies, devices which generate a glow, spark or flame capable of igniting flammable valxws should he installed with sources of ignition al least 18 inches (4.57 nim) above tlic floor. (Section 307.8) I IO -13 Light and ventilation should comply with Section 1202. . 1()-15 In {roup H, I)ivision 4 Occupancies, mechanical ventilation should be provided capable of exhausting a minimum of 1 cubic foot per minute (cfm) per square loot (5.1 lis/a) of floor area in accordance with Section 1202.2.4. Connecting offices and waiting rcx)nls shall 1x: shall be pressurized. 110-18 Every building or portion thereof where persons are employed should be provided with at least one water closet Separate facilities should be provided for each sex when the number of employees exceeds four. (Section 2902.3) H0-22 An 11-4 Occupancy having a floor arca of 1(XX) square feet (18.58 m) or more should he served by at least two separate exits. Exit doors shall swing in tlic direction of travel. (Section 1007.4.1, 1007.4.4) Group S Occupancies SO -7 Ventilation should he shown to comply with Section 1202.2.1 or 1202.2.6. 50-8 Iight should be provided to portions customarily used by human beings in accordance with Section 1202.1. S0-10 Storage and use of llanunable and combustible liquids shall be in accordance with the Fire Code (Section 311.8). AREA & TYPE OF CONSTRUCTION C-1 It was assumed that the uses and materials in the building will be compatible with a 13, 11-4, & S-1 Occupancy. Type V -N construction is permitted for the building as proposed. A 1 - hcxir occupancy IIIseparation is required separating the 11-4 occupancy from the rest of the building per Table 3-B. Section 302.4. Doors and other penetrations shall be protected by 1 hour fire resistive assemblies. 2 FIRE-RESTSI!VE CON.S7HIJC7ION Combustible materials framed into a tire -resistive wall should have one half the required fire -resistive thickness as end protection. Section 709.2. FR -8 In tire: resistive exterior wall construction, the fire -resistive rating should be maintained law such walls passing through attic areas or other areas containing concealed spices. Section 709.3.1. FR -9 Penetrating items passing entirely through both protective membranes of bearing walls required to have a lire -resistive rating and walls requiring protected openings should be protcctcd with through- lx:netration fire stops. Section 709.6. FR -10 'I'bc'1' rating tar tlurough-penetration fire stops in Tire -rated walls requiritrg protcctcd openings should apply 10 the following locations (Section 709.6): 1. Above corridor ceilings which are not pari of a fire -resistive assembly. 2. Below any ceiling. FR -11 Wliere wall -protective membranes are penetrated by larger openings or materials not listed in Section 709.7, the penetrating items should comply with the li)llowirig 1. Membrane -penetration lire stops suitable for the mctlxxl of penetration; or 2. Installed in accordance with their listing and installation instructions. FR -1.5 .l. FR -16 1. Smoke dampers should be installed and be accessible for inspection and servicing in the following locations in accordance with Section 713.10: Penetrations of arca or occupancy separation walls. Fire dampers should be installed and be accessible for inspection and senicing in the following locations in accordance with Section 713.11: Penetrations through area or occupancy separation walls. FR -21 Firebloxking materials should comply with Section 708.2.2. Fire blocks should be provided in accordance with Section 708.2 in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling arid door levels. 2. In concealed spaces of stud walls and partitions, including furred spaces, at 10 -fool (3048 nun) intervals along the length of the wall. 3. At all intcrcorurections between concealed vertical and horizontal spaces such as occur at solTrts, drop ceilings and cove ceilings. 4. In concealed spaces between stair stringers at the top and bottom of the nut and between studs along and in line with the run of stairs if the walls under the stairs are unfinished. 5. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for lire at ceiling and floor levels, with noncombustible materials. 6. At openings between attic spaces and chimney chases for factory -built chimneys. FR -23 Draft stops should be provided in the following locations: 3. In buildings used li)r other than residential occupancies, draft stops should be installed in wcxxl-frame. floor -ceiling construction containing concealed space. Such draft stops should be installed so that the area of the concealed space docs not exceed 1,000 square feet and so that the horizontal 0dimension between stops docs not exceed 60 feet Section 708.3.1.1.3. �. In buildings used for other than residential cx'eirpaireics, draft stops should be installed in the attic (mansards) (overhangs) (false fronts set out from walls) (similar concealed spaces) Conned by 'icy. 9199 3 combustible construction. Such draft stops should be installed so that the arca of the concealed space does not exceed 3,000 square feet arld so that die horizontal dimension between stops docs not exceed 60 feet Section 708.3.1.2.2. 1)raftstopping materials should not be less than .-inch (12.711u11) gypsum board,'/. -inch (9.5 mm) wcxxi structural panel, '/cinch (9.5 mm) 'Type 2-M lrartirleixmrd or other approved materials adequately supported. Section 708.3.1.3. INTERIOR FINI.ShfES ANI) INSULA110N MI -4 Foam plastic insulation should comply with Section 2602. MI -15 Water-resistant gYpsum backing lx>ard should not be used in the following locations (Section 2512): a. ()ver a vapor retarder. b. In areas subject to continuous high humidity. c. On ceilings where frame spacing exceeds 12" on renter. MI -I6 Prefabricated constnrction should comply with Section 1704. MI -17 Interior finish materials shall comply with the flame spread requirements of Section 804 EXITING REQUIREMENTS X-14 Exit doors shall he openahle from the inside without the use of a key, special knowledge or effort. Sec exception for allowing key -locking hardware on the main exit of Group B, F, M and 5 Occupancies. Manually operated edge- or surface -mounted flush or surface bolts are prohibited. Automatic flush . bolts are allowed on pairs of doors, provided the door with the flush bolt has no knobs or surface - mounted hardware. Section 1003.3.1.8. X-21 Landings at doors shall comply with Section 1003.3.1.6 and 1(x)3.3.1.7. X-29 Handrails and doors, when fully opened, should not project more than 7 inches (178 r11111) Into the required landing width or more than one half the required landing width when doors arc in any 1x)sition. Section 1(X)3.3.1.7 Stairways X-32 Stairways and handrails shall comply with Sec. 1003.3.3 X-35 Misers on stairways should not be less [lean 4 inches or exceed 7 inches and runs should not be less than 11 inches. Section 1003.3.3.3. X-43 (Guardrails for stairs, balconies and Iandings should conform with Section 509. Note t11at maximum clearance between intemlediate rails should be 4 inches and guardrail height should be at least 42 inches. Section 509. Ramps X-49 Ramps used as exits should comply with Section 1003.3.4, 10)6.3.4, 1101. Ramps shall have slopes not steeper than 1:12. Ramps steeper than 1:20 shall have handrails as required for stairs. Handrails are required on both sides of ramps with a rise: greater than 6 inches. Handrails arc required on both sides of ramps when the nut exceeds 72 inches. Rev. 9/Q9 4 Exit Illumination and Signs X-57 Exits should he illuminated to comply with Section 10)3.2.8.4.. ACCESSIBILITY Y ACC -2 'lire issuance of this permit docs not in any way imply that this building is in compliance with the Americans with Disabilities Act (ADA). It is the owner's responsibility to assure compliance, if applicable. Garfield County is not authorized, nor required, to enforce the AI)A. Design details for accessible elements shall be provided in accordance with CAB()/ANSI 117.1 per Sec. 1101.3 Group B (Section 1103.1.3) ACC -112 Group B Occupancies shall be accessible. ACC -114 (!roup B, 11, & S Occupancies shall have accessible: a. b. c. routes of travel. elltr'dIICCS. doors. ACC -115 Areas required to be accessible in (roup B, 1I, & S Occupancies shall have accessible: i. stairways. elevators. platlonii lifts. egress or areas of refuge. bathing or toilet facilities. drinking fountains or water ccxalcrs. telephones. seating, tables and service counters. alarms. Foundation FN -5 Verification of the soils condition made by a licensed soils engineer will be required by the Building Inspection Department as specified in the general notes on the submitted plans. 'Ile structural engineer shall verify that that foundation and building design as proposed complies with the soils report. Documentation from the soils engineer and structural engineer shall be provided prior to pouring concrete. FN -15 The manufacturer of concrete shall Iilnush to the punhaser a delivery ticket with each batch of concrete before unloading at site providing tlic information specified in UBC Standard 19-3. "these tickets shall be saved and available for review by the Building Official. FN -16 i Concrete construction shall comply with Ch 19. Sec. 1900. Wood WF -1 WF -4 0 WF -21 Framing Wcxxl frame construction shall comply with the provisions of Ch. 23 ['BC. Sec. 2301.1 'friss details from the manufacturer should be provided. All pre-engineered rcx)f and 11ex>r trusses should bear the stamp of a 3rd party inspector or agency. `flue plans should include the design load and bracing details. Installation of "1.3.1.'s must comply with N.E.R. 119. Manufacturers requirements for lxxing holes and cutting of joist must be followed. (i.e., flanges must never be cut or notched, etc.) Rev. 9.1,99 5 WF -28 • Exterior WIr9 Roof RF -8 Provide approved treated, construction rcdwcxx1 or cedar sill plates and sleepers on concrete or masonry slabs in accordance with Section 2306.4. Wall Please inform Building Department of selected manufacturer for exterior insulation and finish system prior to installation. System roust comply with ICI3() Research Report as well as manufacturers instructions. Ventilation is required in attics and enclosed rafter spaces. Enclosed attics and enclosed rafter spaces funned where ceilings are applied direct to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall be not less than 1/150 of the arca of the space ventilated, except that the arca may be 1/300, provided at least 50 percent of the required ventilating area is provided by ventilators located in the upper portion of tlx: space to be ventilated at least three feet above cave or cornice vents, with the balance of the required ventilation provided by cave or cornice vents. 'line openings shall be covered with corrosion -resistant metal mesh openings of 1/4 in dimension (sec. 1 505.3, 1130 RF -10 Roofing drainage should not flow over public property. Section 1506.5. RF -29 Metal roofing shall be installed per Section 1507.8. 4GL4.S&GIAZIiG {;G-2 Type and thickness of glass should be provided and identified in accordance with Section 2401. (;G-4 Safety glazing should be provided at hazardous locations. Section 2406.4. INTERNATIONAL PLUMBING & MECHANICAL, CODE PIr2 Plumbing and mechanical crust comply with the 1997 Internacional Plumping Code (IPC) and the 1997 Uniform Mechanical Code (INC). • Separators shall be provided in accordance with Sec. 1103 of' the IPC liar repair garages. Sec. 1003.6. Provide details for approval prior to installation. STA 3,4 Km'. 9/99 6 • GLENWOOD SPRINGS BUILDING INSPECTION DEPARTMENT 806 Cooper Avenue Glenwood Springs, Co. 81601 (970) 945-2575 Plan Review Correction List Gilco Office & Shop Building 0096 CR 264 Rifle, CO August 20, 2002 The following comments based on the 1997 edition of the Uniform Building Code shall be resolved prior to the issuance of the building permit. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by the URC. 1. The Gilco Building plans specify an H-4 occupancy. This assumes the use of open flame and therefore the potential use and storage of flammable liquids and gases. The applicant needs to provide information on the type and amounts of flammable and hazardous materials to be used and or stored (e.g. number of welding tanks stored and used at any one time, used or bulk oil storage, etc.). Welding storage areas should be in approved separated closets or cabinets. Control areas and spill containment may be required for hazardous materials. Provide details for approval. Sec. 106, 307. 2. The exterior exit doors of the H-4 shop must swing out in the direction of egress travel per Sec. 1007.4. If the door to the rear exit into the stairwell landing is reversed to swing out into the landing, the door will encroach into the required landing space. Provide revised plan for approval. 3 The main 1 -hour occupancy separation wall separating the H-4 shop from the other portions of the building appears to possibly have plumbing penetrations based on the proposed location of the plumbing fixtures. If penetrations are to occur specify approved listed fire stop penetration protection materials or provide a revised fixture layout for approval. Sec. 709, 713, 714. 4. Based on the number of offices, it appears there will be more than 4 employees on site. Sec. 2902 requires separate facilities for men and women. Two unisex facilities do not meet these requirements. Each facility must be accessible per Sec. 1105.1, 1105.2.2. Designate the facilities as separate sex on the plans and provide accessibility clearances in the bathroom in the shop or provide other solutions for approval. 5. Separators are required at the point of discharge at repair garages. Provide location and type of separator system to be used. Construction details should be provided for approval prior to installation. Sec. 1003.6 IPC. 6. Refer to the Conditions of Permit and redlined plans for other code requirements. • GLENWOOD SPRINGS BUILDING INSPECTION DEPARTMENT 806 Cooper Avenue Glenwood Springs, Co. 81601 (970) 945-2575 Plan Review Correction List Gilco Office & Shop Building 0096 CR 264 Rifle, CO August 20, 2002 s ),yri3 The following comments based on the 1997 edition of. the Uniform Building Code shall be resolved prior to the issuance of the building permit. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by the UBC. 1. The Gilco Building plans specify an H-4 occupancy. ,- MICA �1 This assumes the use of open flame and therefore the potential �✓ use and storage of flammable liquids and gases. The applicant pormAS $44110 - needs to provide information on the type and amounts of (.-1S5flammable and hazardous materials to be used and or stored ; &w&bPage &p of &P Ask Sweet's Group IIP • • ABT Polydrain Trenchformer 1-800-438-6057 Special Products The PolyDuct Utility Trench PolyDuct is the easy, economical solution for virtually any utility trench application. Whether for secondary containment of fluid transmission lines, spill containment, or as a cable chase, PolyDuct offers a modular, engineered installation. PolyDuct's non-absorbent polymer concrete composition is well known for its strength, durability, and superior chemical resistance. Channel sections come in 300 mm (12 in), 400 mm (16 in), 500 mm (20 in), or 600 mm (24 in) widths. The base channel, which is 180 mm (7 in) deep, accepts stackable PolyWall Sidewall Extensions, allowing variable depth in 180 mm (7 in) increments. Several gratings and solid cover options are available to meet any traffic requirements from pedestrian to solid tire forklifts. High Capacity Channels P. ENCH FORMER L ll PolyDuct Piccolo Channel Secondary Containment PolyDuct provides a dependable and easily accessible secondary containment system. It is ideally suited to help meet the increasingly stringent requirements for secondary containment of piped process chemicals and wastes. System components are manufactured with tongue -and -groove joints at all mating surfaces. Trenches can be sealed with the application of the appropriate PolySeal sealant along the mating surfaces and joints. Channels and sidewalls can be modified to accept commercially available pipe strut systems and electronic leak detectors. When leaks are discovered, simply remove the cover, collect the spill and complete the repair. PolyDyn and PolyChampion PolyDuct channels are made in either our standard PolyDyn or premium PolyChampion formulations. PolyDyn, a polyester material, provides physical characteristics and chemical resistance throughout its 18 mm (0.7 in) wall thickness vastly superior to uncoated or coated portland cement. For the more hostile chemical environments, PolyChampion, a vinyl ester formulation, provides an even greater degree of protection. The ABT Polydrain Trenchformer Chemical Resistance Guide will help you decide which selection is best for each application. High Capacity Channels ac.ua.u&u • &w&bPage &p of &P All 200 mm (8 in), 300 mm (12 in) and 800 mm (20 in) large capacity channels have a nem -sloping, trapezoidal -shaped bottom with smooth interior surfaces for enhanced hydraulic performance. The 200 mm (8 in) channel features our exclusive PolyLock grate locking blocks with three grating options. A standard slotted grate is available for 300 mm (12") and 500 mm (20") channels. All channels afford the same chemical resistance as with standard PolyDrain channels with either PolyDyn or PolyChampion compositions available. Sand Trap ABT's pre -cast, modular sand trap installs easily without the necessity of heavy equipment and is more cost effective than conventional hand -forming methods. Its 98 gallon holding capacity makes it ideal for capturing large spills or as a holding basin for solids or wastes. Sand traps have pre -formed outlet cutouts on all four sidess. A traffic -rated grate and frame is available. Piccolo Shallow Channels Piccolo Shallow Channels offer a practical and economical drainage solution where slab depth restrictions dictate the necessity of a shallow channel. Piccolo channels feature the Red Dot Locking Blocks and can accept any standard PolyDrain grate. Piccolo channels are non -sloping and can be used in all residential and commercial applications. Channels are available in two different depths, 8 cm (3.1 in) and 10 cm (3.9 in). To help provide stability during layout as well as channel anchoring during and after concrete placement, Piccolo Channels have support legs which attach to the sidewalls of the channels End plates and vertical outlets are also available. ill Visit the ABT, Inc. WEB.site Send an e-mail to ABT, Inc. © 1999 Sweet's Group, A Division of The McGra\�.-Hill Companies • OLUOt. 004.0 A( 4) 'MAIN' Ai 4 6 101111.04111 41•• 4.644 5 I 1.4•• 1 1. -11 Ir. I '..11111.1111 hit :l.ri:11i •.").• Fao of the 30 Channels is nurrt)ered ir. r,rder ic;r easy o'l.s te wslzOation Nvi,lra i !Larne's are available in 11111 or :LA ineter leng'.1i.... lir extend ng the sys!en iengti BEST COPY • f.. 'J. \----V---:- ..... * .......--`, .46... if A complete selection c1 accessories inc:udes calch basins with reihOvaD;e trash ta..ickels. loOking Ceyices. outset ? 10 titer! 11.131.1.- .01 1 1.V.11.14.1 ACO DRAIN rhaimels avaJahle range 01 including . preci-,e'y engineered 0 6% slope. net:113; Yisteras aid step d;:rein urnis In 1-1.•. W.111 .111(1 AW IIptn,,•1•1i. atf(1.1.or.11 lon,..th ril rom, (:.1111A1' 111.10..11 l' 11.11/(1 111111•. 11 111:1 1110 NW 1 1.H.1 51();)[• \Win.. wIli r Itn 11 111 .11111 ..1.11"1111. 1 ,n11.1..1,(1 b•ortori tor cons!ant !low A (. 39 3/• 1' 4 II' 4 'J' \Jai...—. linty A f.'In VJries Irom 5 6' 10 4' 12 4' ACO Gratei ACO re niwireered to tit securely let° the channels The chaineis Faye d (Jst ledge for pre;....,e posit oiling 01 tne 11 LS Seh,c,01 0! a ii,•3:e de/err:11;1..0 by tra'ii .. condi•iors. the chernizal t•:.tvir wrnii11iYlrri i.orC'1rtS SeleCed grate are Ir si••..•111 1.;:t wIn•tA 1 t: rn•t! iiinreiec! 1,10 1.11 110 V:11. riaurn.iin el' (IN(y Style of Grate Pr-101,11Eql. !:)11(,(.1 •Jc)!:e!.siId Slc1:ed. so••d !)1111(.11 •.0:•11 Per1orated Ba Type of Grate dnlv Cory ga yam/o0 s•eei !On. e rulyrit trly i3ras5 ihorr1.1“, and CloSnlg end( .11). ... Outlets. strainers .11 • r !or conyenielit •rairr. * ••••• 1 If •q,i, .1.1 • 02725 / ACO BEST COPY BUY UNE 1637 A�CO DRAN� K 100 S S 100 Channel brute ui the NW 100 4,4t tile iron f,contmended in t such as hard I) 05 is tacked down rally rludmal and This innovative step down, slope and neutral system from ACO features an integral metal edge with galvanized, stainless or precious metals series grates. K 100 S is available in lull and halt meter lengths. Fiberglass Drain Systems •bns utilize an inures high prswtrng rapid incl surface Shallow Channel ACO Channel Brute' ductile iron grate and rail meets the demands of high speed and dynamic load bearing applications. Channels are available in both sloped and neutral sections. S' and 12" neutral systems are also available. FG 100 is a revolutionary concept.on presloped drainage channels. fG 100 System incorporates the high strength, corrosion resistance of fiberglass with sophisticated hydraulics to maximize the use of the radiused bottom channels. Slope varies in the system to achieve maximum How capacity over the length o1 a complete run FG 200 combines the same durable fiberglass construction as the FG 100 System with an innovative design. The six toot channel sections have an S' internal width and bwll•m slope of 1.04%. FG 200 is perfect for applica- tions with large volumes of surface liquids and high solids content. ACO SELF RAIN DRAIN capacity atywnse, the 1.4"% gray iron wcatrons, Iron urdustrial cunnelS Ifni. Extra shallow systems from ACO (sizes 080 and 0100) consist of depths of 3.1' and 3.9'. ACO RAIN DRAIN' provides low cost, effective surface water control for residential drainage applications around garages, foundations, pools and other areas. ACO DRAWN FG 200 Chem Sale The Chem Sate drain. designed for the chemical processing and industrial environments. is two chemically +rylstanl Channels engineered in one design The inner channel provides drainage while the outer channel serves as containment for leaks or punctures. The channels are reined as single unit and secured with chemi. EST `COPY" 1 111 Oil Separators 1 ptiufr ACO Oil Separators collect grease, sand. oils. sludge and debris before entering disposal systems ACO separators are made of chemically resistant polymer Concrete and are available in three standard sizes. They are precast for easy installation and work well with ACO DRAIN' systems. ACO Polymer Products, Inc. P 0 Box 245 12080 R.lvrnnj Road Chardon. Ohio 44024 800 5434764 216 285 7000 216 285 7005 fax Nigh Capacity FRP Spill Containment Curbs For split containment covering large areas, processes or piping systems in plants and storage sites, ACO provides durable polymer concrete spill containment curbs. These curbs are produced in three heights, (1.5". 2.36' and 4.0'1 and can be fabricated in various lengths. Thr• 10 n11•• • caps• ' • • soli! , ••• con'_ char Iv w dna co: • ' 1 Chant . and 74 • widths Sc.. a range c' 36 niche' . both syste t. vaned ac c :• requireme-r rR applrcaticR design vet. Spill Containment Portable spill conta•• spill containment pr'• smaller areas and ling. requirements. They rr handling spill or leaI•• and containers. ACO offers full ACO introduced precatt trench drains more rtat ago. Continued resea+r• the finest and most Irl. products available t0c,. is distributed through "s stocking locations in tit States and Canada, fast delivery, ACO alcr technical design and farad' tante for custom drarn,r fes ..c•—:ro- s t+W» en re X d'J!t ),I s rnr gs,a.s.eddl Ic br se NxI'.+t '.e0 - .•w b : xnu.u•d xs xtrra•n;'•r .rr, I ar p•oo..rt .deuton it dry Ls.s( s •. •deo • f' ...- I-ri• r, .,,,!r • 1,•.i•, -..n • .'r1, .11•'.:. r u.. W 7 1. --rel r4n,• keen, In 1t+,i, It.11 ly,F nt.l.fn• w1, Ns vr50.I Wet r..,4:•re. rl es! red V,Ord a' de • INSPECTION ILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS HOURS NOTICE REQUIRED FOR INSPECTIONS Date Issued BUILDING PERMIT GARFIELD COUNTY, COLORADO Z. 1-0' Zoned Area Permit No... 4 0 AGREEMENT In consideration of the issuant a 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 ECOME NULL AND VOID. UsetFF!e' 5Ao p 5173,140e- 4- Decks Address or LegalyDescription �+ S Lj t f Owner G 1 1 co Contractor /lit) C)560— Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 8,t&02- / / 9-/5-62- -7-- Foundation Ft3D-o2 kyn t .,N P 9 S -a177/7" -^'e.";' RJ.eI/ ?-i7-esti„ Underground Plumbing f .Z4-oZ A9yyt_ Insulation /2,-6_ OZ vt, Rough Plumbing //A7-02 , Chimney & Vent Gas Piping if- #1-02_ Electric Rough (By State I Framing //-27—P2— (To include Roof in place and endows and Doors installed). Drywalls Electric Final (by State Inspector) /_ja. Q; °,a. Final g/5/0.3 Wim_ Septic Final / j - 7 -o-- Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date J Z/'OA< R'''`^�, D ,"IF PLC TSIDE - COVER WITH CLEAR PLASTIC •' A 1 4r