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HomeMy WebLinkAboutApplication- Permit' Garfield County Building & Sanitation Department 108 811' Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Ct SC4 Job Address Oo 1 P)0,3110013 AiQ, Nature of Work Building Permit ( 77 -GO - Q/c Use of Building n yoriCllr reiriMei Q t jr j i i Qf'e C.t� Owner 1 C(hui (r»zS) Contractor A !pc.A.s2. nc Amount of Permit $ K(0 Cee___ Date Clerk — 4 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8`° Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-34701 Inspection Line: 970 -384 -5003 - Permit No: 17//SV Parcel/Schedule No: f�[ 1011 f Job Address: /CO I IQ't(.(2,Aof . PiFci C_7Ia Lot No: Block No: Subd. Exemption: Z Owner; r ) 7, tfr�lD (� rl Address 100 ! >E,vcR44o 401. Ph: 25- 25/ Wk Ph: 3 Contract° • vtik Address: 31 gi G -J Ph: g 15Th Lic. No. 4 Architect/Engin° C. 43 Z dr Address: 2/ 24% fT01113.7fiC Ph:43 -78 74 251,7 Sneur Lic. No. 5 Sq. Ft. of Budding',Sq. E) 5- F. Ft. of Lot: Height: No. of Floors: ti Use of Building: 7 Describe Work:tJ t c M4Q•N`... 8 Class of Work: o New o Alteration 0 Remove o Addition o Move 9 Garage: o Single o Double Carport: o Single ❑ Double 10 ❑ Driveway Permit o On -Site Sewage Disposal o Site Plan (Septic) 11 Valuation of Work: 8 Adjusted Valuations: 8 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. Plan Check Fee: ilki' C Permit Fee: Alir THIS PERMIT BECOMES NULL AND VOID IF WORT{ OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK LS COMMENCED. Total Fee: Dated Permit Issued: c - I HEREBY CERTIFY THAT I HAVE READ AM) EXAMINED THIS ' CC Gr p. APPLICATION 1 + ° TETE SAME TO BE TRUE AND CORRECT. ALL/ PROVISION OF AWS CO ERN1NG THIS TYPE OF WORK WILL BE �} Isi.t../Type: COMPLETE RANTING ( VIOLATE LO LA OFC. TR THIN WH THER SPECIFIED HEREIN OR NOT. THE F PERiIIT t OES N 6T PRESUME TO GIVE AUTHORITY s ' CANCE THE P' • .IONS OF ANY OTHER STATE OR '+ GU NG Cl CTION OR THE PERFORMANCE 0 zoning: Setbacks: `�' i Manu. Home: ISDS No. & Fee: i' 1 E• •A27/ E 1. !',l ., _r-0,� _ . BL.� i ,,. - •'GIi PT. i'APPRI JDAT ' •PPROV LI DATE PERMISS N IS HEREBY TRE SIR AS IN CONSIDE ON OF T REGULATIONS ADOPTED BY ED TO THE APPL ED ON PLANS AND THIS PERMIT, TUE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDENG CODES AND LAND USE COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND TRATTHEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILD/NG OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY CARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENC[ES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER, COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Carfom.003 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INETIAL)• AGREEMENT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT ECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. ISSSUAN 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 all 1997 UBC requirements; 6. Outside grading done to where eater will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign offby the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE 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 # Signature Date Bpcont03/2004 _ -a GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. 1 4 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 corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft, of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat,with the proposed structure located within the envelope. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp o the design. Yes No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance 2 J r only", ' % 'proval drawings only", "For permit issuance only" or similar language? Yes No Not necessary for this project 4. Is the LS.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project V 5. Does the site plan indicate the location and direction of the State, County or private road accessing th 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 No Not necessary for this project 7. If the building is a pre-engineered structure, is th re a stamped, signed engineered foundation plan for this building? Cck Lem Yes ✓ No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist space d soffits? Yes No Not necessary for this project 10. Do the plans include design Toads as required under the Uniform Building Code for roof snowloads, . ' imum of 40 pounds per square foot in Garfield jaunty)? Yes /i No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapt 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constru ion? Yes 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 3 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joist ; roof rafters or joists or trusses? Yes No Not necessary for this project 15. Does the buil g section drawing or other detail include the method of positive connection all columns and beams? Yes No Not necessary for this project 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No Not necessary for this project 1/4../ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosur6 and specify safety glazing for these areas? Yes �`// No Not necessary for this project 22. Do the pl s include a complete design for all mechanical systems planned for installati n in this building? Yes No Not necessary for this project 23. Have all eas in the building been accurately identified for the intended use? (Occup icy as identified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project 4 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated the plan? Yes No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four empl ees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the plindicate that restrooms and access to the building are handicapped accessib] a s Yes No Not necessary for this project 28. Have tw0�'(2) complete sets of construction drawings been submitted with the applicaon? Yes ✓✓ No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No Not necessary for this project 30. Does the an accurately indicate what you intend to construct and what will receive a final in ection by the Garfield County Building Department? Yes No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone dis ct? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning esolution for setbacks. Yes No 32. Do you derstand that approval for design and/or construction changes are required prior to he implementation of these changes? Yes No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building pe 't? Yes No 5 34. 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 Occupan5y and occupancy of the building? Yes No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority b given for an Agent and that the party responsible for the project must comply with the niform Codes? Yes No 36. 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. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections delay your inspection one (1) day. Inspections are to be called in to 384-5003. r 1 37. Are you aware that requesting inspections on work that is not ready or not accessible will resit in a $47.00 re -inspection fee? Yes -/ No 38. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from the Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the oad & Bridge Department at 625-8601 or refer to the phone book for the State High ay Department phone number if applicable. Yes No N/A 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be requiredme of inspection. Yes No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ S hedule Number for the lot you are applying for this permit on prior to submittal the building permit application? Your attention in this is appreciated. Yes .../// No 41. Do you know that the local fire di rict may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 6 42. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes No N/A 43. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requireri}ents for ISDS and other activities? Yes No N/A �/ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Phone: (days); (evenings) Project Name: Project Address: Date Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm042004 7 Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: Garco Riding Arena Address: Rifle, CO Occupancy: A3,B Construction: V -N Date: June 30, 2004 Contractor: Designer: Engineer: Report By: Brenner SGM A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. OTHER ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs BUILDING ELEMENTS Table 6-A MATERIAL RATING Any Any Any Any Any Any Any 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 Page # 2 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire -resistive integrity of wall is maintained. -- Sec. 709.7 1' Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO Page # 3 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire -resistive horizontal assemblies shall be enclosed in fire -resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. 3. Sprinklers with metal escutcheon plates. Fire -resistive roofs may have unprotected openings. -- Sec. 710.4 Page # 4 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire -resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire -resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire -resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire -resistive floor -ceiling or roof -ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO Page # 5 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 When sprinklers are installed in the attic, the area may be 9,000 sq.ft. and the greatest horizontal dimension may be 100 feet. OCCUPANCY SEPARATIONS -- Table 3-B A3 -B Ohr A2.1 -B 1 hr. HEATING EQUIPMENT SEPARATION: FOR A3 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. - - Sec. 302.5 FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. - - Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 3 hour separation is required from an A3 occupancy. -- Table 3-B EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 12 1 2.4 No N/A N/R 1 Assembly Area 123 2 5.0 Yes N/A out 1 Kitchen 2 1 0.4 No N/A N/R 1 Bathrooms janitor cl 4 1 0.8 No N/A N/R TOTAL 43 2 8.6 No N/A N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 Ij IA Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO Page # 6 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. - - Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. - - Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. - - Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 NOTE: A required exit from the dining area may not pass through the kitchen. -- Sec. 1004.2.2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO Page # 7 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet. -- Sec. 1004.2.5.2 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Page # 8 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water -flow switches shall be electrically monitored. valve monitoring and water -flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904.3.1 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: Verify with local Fire Dist. Page # 9 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. - - Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. - - Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 11 13 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO Page # 10 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 Page # 11 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. 34.20.3.1 0 f, Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO Page # 12 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Page # 13 Code review for: Project Id.: Garco Riding Arena Address: Rifle, CO ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1505.1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505.3, Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505.3, Exception 2 3) Where eave or cornice vents are installed, insulation shall not block the fee flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505.3 Rifle Fire Protection District Memo !rbc David Mead Freer Kevin C Whelan Cc: Doer 11!22009 Res Garfield County Riding Arena Offices Just a quick fo$ow-up to our phone conversation of yesterday You have requesbsd a teller of approval of the fire alarm system. the fire sprirdder itystern and ansul kitchen hood system. My inspection of yesterday shows that there is stil wodc to be done an each system and thus 1 cannot approve these al this lime The ft>Qawing are areas that need to be addressed. 1) The instapaton of the heating du is in the mechanical room have blocked a couple of sprinlder heads 2) The area between the mechanical mom and dropped ceiling area is not fire rated. 1 have referred this to the state sprinkler inspector, as it rs my understanding that any area that re unsprinklered must be Separated from the spnrildered aura by fire rated construction. 3) The kitchen hood appliances are not installed and thus an evaluation of coverage and operation cannot be evaluated at this time. 4) A type K extinguisher in the kitchen appears to be required. 5) The outside strobe light is not working and appears to be in need of repair 6) There were some wiring issues that were being taken care of yesterday. My understanding is that the electrical inspector has approved the building for occupancy with those corrections. When the contractors correct these issues 1 will contact you with fire departmental approval. November 2, 2004- Alt the above items have been corrected. G;r`�►.+'-� Date: i i (3-1 61 Kevin C. Whelan Rifle Fire Protection District 1 Garfield County Fairgrounds Addition Division 4 -Masonry COMMERCIAL TESTING LABORATORIES A DIVISION OF CTL/THOMPSON, INC. REPORT OF PHYSICAL PROPERTIES OF CONCRETE MASONRY UNITS IN GENERAL CONFORMANCE WITH ASTM C 140 AND C 90 Client: Mayne Block Gypsum, Colorado Product: Lightweight CMU CTL Job No: CT -11618 Date Submitted: October 15, 2003 Date: November 14, 2003 ASTM Unit Specification: ASTM C 90 t,.ightwelght Nominal CMU Dimensions: Width: 8.0 in. Height 8.0 In. Length 16.0 in. SUMMARY REQUIRED ACTUAL. CMU Grass Area Compressive Strength.. "" 1350 par CMU Net Area Compressive Strength ..._.. Average: 1900 min 2650 psi CMU Net Area Compressive Strength ...... Individual. 1700 rain 2610 psi Minimum Facesheli Thickness 1.25 min 129 in. Minimum Web Thickness ........................... 1.0 min 1.37 in. Equivalent VVeb ThIGmess 2.25 min 2 81 In. CMU Net Cross Sectional Area ""' 60.5 sq. in.. CMU Gross Cross Sectional Area «"' 118.5 sq. in.. CMU Percent Solid 51.0 % CMU Equivalent Thickness ... '""" 3.87 in. Variation from Standard Dimensions......... Width. t!- 0.125 Inch max 0.021 in. Height: +I- 0.125 inch max 0.023 in. Length: +!- 0.125 Inch max 0.025 in. Absorption ... 1B max 15.1 pd Density (Oven Dry Condition) ... Moisture Content, (as delivered for testing). Shrinkage, ASTM 426 (as tested).... COMPRESSION TEST RESULTS di Ora. 0.065% rnax 101.1 pd 17.3 % of total absorption 0.081 % ' :.:!,51 404-: • 414-1i : 11 ii '': ' Iral )fIt : ==i`3 �il.I' ' ' E: .ka lr .- 1Kwra 1 (,4. € a :=: ' :4apiltl::. : -rrtl e i:: '! $* At * 0'; . ` =i - . iI' `-i:: 1 7.61 7.60 15.60 27.70 60.45 163000 1370 2700 2 7.60 7.60 15.60 27.57 80.45 158000 1330 2610 3 7.60 7.60 15.60 27.66 60.45 160000 1350 2650 Average 7.60 7.60 15.60 , 27.65 60.45 -160333 1350 2660 ABSORPTION AND DENSITY RESULTS p!LP q;€�•• 'ly':-'! :.:!,51 404-: • 414-1i 11 ii 'J.01 .....::# = ' -i- 0Q. ..: . ` '.•, ` • 4 Pe 4 . kill;:ii'' .?.. ... ' ='.1t -R$ - 4i 1' .: 1Al4t;�i`'•E: 4 7 60 7.61 15.61 15.1 14.9 101.2 1 0.5220 02646 5 7.82 7.61 15.60 15.1 14.9 101.3 0.5230 02652 6 7.61 7.61 15.61 15.2 15.0 100.8 0.5228 02676 Average 7.61 7.61 15.60 _ 16.1 14.9 101.1 0.5226 02658 Statement These samples meet ASTM C 90 specifications for Lightweight, loadbearirrg concrete masonry units for the properties tested excpet for linear drying shrinkage. AS1M C 426. COMMERCIAL TESTING LABORATORIES Andrew Laboratory = ager Certified NCMA Lab Technician AW F!J LGlawf Jeffrey L. Groom, P.E.' Principal 22 LIPAN STREET DENVER. COLORADO 80223 30:3 / 825-0777 This teen report .Elates only to the items tamed and shall not be reproduced, except ,n full, without written approval of Cornmercial Tearing laboratories Garfield County Fairgrounds Addition Division 4 -Masonry PROJECT: Division 4 - Masonry MORTAR DESIGN MIX Reference: ASTM C 476 using property Specification except compressive strength_ Water: Potable water, clean and free from deleterious amounts of oil, acids, alkalies and organic matter. Cement: Portand Cement shall be ASTM C 150, Type 1 & II Sand: Clean, sharp sand, free from loam, acids, alkalies, soluble salts and organic matter. Ninety-five percent (95%) shall be retained on a number 100 sieve and all shall pass a number 4 sieve. Lime: Well known brand conforming to ASTM Standard Specification and Test C-207 Type S with all official revisions thereof. Mixing: 1800 psi mortar shall be Type "S' of the following proportions: 1 (Part by volume of Portland Cement) 1 %4 (Parts by volume of Hydrated Lime) 5 % (Parts sand measured in damp, loose condition) Use method of measuring materials on job so that specified proportions of mortar materials can be controlled and accurately maintained as work progresses. Unless otherwise specified, all proportions are by volume. For purposes of these specifications, weight, of one cu. ft. of respective materials used as ingredients in mortar, is considered as the following: Material Weight per Cubic Foot Portland Cement 94 pounds Sand (dry) 80 pounds Sand (damp) 85 pounds 1j.., (111111,i II PROJECT: Garfield County Fairgrounds Addition Division 4 -Masonry Division 4 - Masonry GROUT FOR UNIT MASONRY - DESIGN MIX Portland cement: 6-1/2 sacks per cubic yard 318" pea gravel: 20% concrete sand: 80% Grout for unit masonry to comply with ASTM C476 UBC Standard 21-19. Supplied by Redi-Mix trucks from: La Farge Corporation or or Equal C� Strength: This mix has been tested to well above 3,000 psi. Compressive strength in 27 days. (Similar tests attached) I4yl)u4.u�ui•gts4'l5l •,lural{i:uul I), ,i,u, hL,, r,1'1 •' Garfield County Fairgrounds Addition Division 4—Masonry IAIAIIGi 1 1911 f1111Va ....i,I:h tloiveIli 601'10 1 1.0 -Pi Mix Parformaftce Report Company Number or Location Number!' 6 Mix ID Company Narne: Mountain Concrete dant' Ticket Number: 11 - Woody Creel - Job Number independent Lab 1: H P Geotec Lab Technicians Batch Date: 0333 Aggregate Source. ProjectDescription. Armen MUSic Tent DOT Reference Number Document Author: Rick Seymour Cure Type: Truck Number Load Volumes: Lab Cure B036 10/23/99 Test Date• 10/29/99 Batch Time: 11.27:00 AM Slump (inches!: Weight (per cubic ft.): Test Time: 12.45.00 PM Difference: Od I h 16m 11.00 x Air Content (%}: Concrete Temp. 4°F}_ 54 Atr Temp. (°F): 35 Winder Strenoth 1 de 3 days 7.4tys 14 days 28dsya 66_ d wsr 90 days 4160 5560 Strength 1: Strength 2: Strength 3: Average: Comments. 4040 4100 5560 Garfield County Fairgrounds Addition Division 4—Masonry �.� II [yi- 1 .. 1.i1,II�..l� 11L flwva; ;r�i:,t 1)eay.-1, if) 8020.1 303 6')7 1?710 Mix Performance Report Company Number for Location Numberl: 6 Mix ID• Company Name. Mountain Concrete Plant: 11 - Woody Creek Ticket Number. 09008177 Job Number: Independent Lab r. tf.P. Geotec Lab Technician. Batch Date: Aggregate Source: Project Description - DOT Reference Number: 09,1i Apen Music. 1 eni Document AU than Fticl Seymour/Denver/Us/Con crete-Arggregatesil alarg Cure Type. Truck Number• Load Volurnes' Lab Cure 8036 10/29/99 Test Date- 10/29/99 Batch Time; 11:27.00 AM Slump finches): Test Time; 12:15:00 PM Difference. Od Oh 48m 10.25 at Air Content (96): Weight (per cubic tt.1: Concrete Temp. (°F?: 55 Air Temp. 1°F): 36 Cylinder Strength 1 day 3 day 1 da'vg 1_4_ clavi 28 clay 56 days 90 days Strength 4650 6680 1: Strength 4610 6800 2: Strength 3. Average' 4630 6740 Comments • Garfield County Fairgrounds Addition Division 4—Masonry k Ciel ' i, i, 41 1; D/A 320 l_ADUR DTA 320 TR T1)1-1101) Prefabricated Corners and Tees A complete line of pre(abncated corner and tee sections are available in all design lypes and finishes 11 is necessary to designate corners as inside or oulsude when using Trirod w Double side rod design types 36' (915mm) ----I Prefab Corner (All Sizes end combinations) — 36' (915mm) —I T 28' (710mm) Tnrod Outside Corner Block (710min) Prelab Tee (MI Saes and 1 combinations); Brick --36' (915mm)----1 Trlrod Inside Corner Brick L. (710mm) Block 32' (8101nm)--A 1_1 32- (S 10mm) D01i-O-WAI truss and Ladur is manlllaclaled 111 accordance wilh Undo' in Binh -Iwo Code Stanclani UBC 24 15 and ASCI -/ACI 5�0 1liiiId lllip (.11rIr; tlPi(iIi0 i1io111s lot Maylllly SII IIf.I111Pti D/A 321) DSR DOIIrJI I: SIIIC Rol) Description 1 odor Typc I; J pldab! nalyd rrriIforl eine!!! rtipel i iII flesh 1ni rr1111)Cdrnl:rll 111 lI10 II00/011ldl mow! 1111111. 1(1 iii,r.unlyr rnarlulaclnred In 1(1 1-1 (30501nnii length,., I ruin; lyllr coo..1ti1'. a1 Iea11 or 1110re parallel. Iunglll lIIilal Inch uclr1-[llnnr:l It'd 10 41111)! I1111i.ntu [loss rods normally spaced 15' (3 0101111 0 C lo Io1n1 ,1 1,1(1der design Foi reinforced masonry applications 16 1400nun) spa/ in Is availdhle on request The cross rods alt elerincalfy ball welder) Io deformed side rods 111 a single (11a11r Basic Uses DUFT-0-WAL Ladur Type lemloiCermnl can Ile .keit 1n a nunlhel 01 applications to Improve theperl1)1nia11re of masonry walls Sonlr. ire • To conlrol shrinkage cr arknnq • To pi nVlde. principal 11011Z(Illldt 11; 11 IIi11 r,r111('lll 111 rIli In1'rll'd II11ti1a1n, walls • To bond masonry wylhes togelller u1 coniposilc and 1 avily wall • To bond inlersecling walls • To bond masonry wylhes togellier In multiple 'NO re granted masonry Advantages Tests show !bat continuous reinforcement Improves the performance of masonry walls by providing • Grealer elaslicdy • Higher ductility • More economy • Clack control • Beller resrslance to lam ° Bu11 welded single -plane penelrallon construcliout • increased hcrizonlal iler.ual • High bond willi delnrined side strength 1Nin; Finishes • DUB-O-WAL recommends Hill galvanized (10 w psi 30g/m 1 lot 1111er101 appliCahons • 0UR-0-WAL recommends liot dip galvanized (1 50 w psi el58g1111 lot exterior applications • Also available in bile basic, Class 1 Class 111 of stainless sleet • Check local budding code lot specilicalion 01 see page 2 • PUP 0-WAL does nol recommend epoxy coaling I:ur,in, Irl I:falwu MO.-. high haw- mrr 1 Loom is xwnlvrri iiu1 kc1 I uni r, Io011, cWail ii i Aq, g.dv:uumi11 runl mP.uticd [)UI? [)-WAI, Irl( Garfield County Fairgrounds Addition NOW I-WU 1,9 1, 141141 k }'I' 1Nl, k• f' • lltrfl7Yif; k't'ali1? ,GS,LIIB'e -1 `,If. aPLhL�6rrlilfkgl ?11l,ulllllr III 'ii +Inl,u, hl r unl Ul1ul1 11.01)).. +II ,Ilii Iullll I' Ili ,11}+11 11 Ir,I 1I+1'„1 11 I,IuI 1, I'VI, I11.111'l 1.1i 11011Ii l , 1II 11',1 rJ111'•',11/ IVpI; 1'VI.I6,1 4 villi.1 Hai UI111'11'I ILlnllll".',III 11'11'1 LJ111:I1 11'•.1+'11 \N„ 1 nnIe11i r will) N.)11",./11):_',)/11) I;0411Ir0 k lull)Ihllr',, 1'1 1 ( •1/•'1,} TABLE 13a SHEAR STAENG11-I Cohtro1 Jo+nl Type Wide Hauge r1cj liar Average Load our B" ol Joint lIhs) 2283 ( 10 2kn) 211'51 (12 ?kik) No b PVC 01A 200.1 flubhe, D/A 2003 16 P•+., n, v� ry r--1 1- -',.-16.00.11 Shoal Strenglh (11si) 340 !3 1,L0 11 UnlPa) 1 h.g111 I I'Vl I1 c nln' 10,1.hr 11FI 11111 f t f I 1. k I ,-II1„111,,I • .,,, i 11 2 i „ 116„•„1 r _ fit . , "16 •nn,l 1 Tee PVC IIA 20.41 nulll,cr 077, 2b2 _, • 17210 1-.'Inr•, F_- - - 6 ',t', ,f•IWWS.r 61 -- '.G- IGu.,ml 7 it 11417,.m1 No B. PVC ora 2006 flubber OM 2045 LLQ - _- _Jr41 J'1'llic•—i rl6 W I .A. -111^v^1 .- "A. 1• ti..,, -17 1 No. 1Z PVC only DM 7007 Rapid® Soft-Joint/Expansion Joint Keeps mortar and other foreign material 1 -- n I— .I outside .vsoll Jarnl horizontal or vertical expansion joints. Available in a variely of thicknesses with adhesive on one side lot convenient temporary allachmenl lo steel shell angles. 114' (6mm) thick for soft joint and 318' (lonim) thick lor expansion join'- Closed cell neoprene material conloims 10 ASTM 01056 class RE41 or 2A1 compressibility exceeds 50% Other widths available Joint Stabilization Anchors D/A 2200 D/A 2200 has numerous applicalions in bridging vertical control faints. It can be used to join continuous rows of brick or block, intersecting hollow block wylhes, or lo connect new to existing walls Fully lasted, call for results. 4-1 , IVA 2010 Expansion Jofnl Full width keepsdebns and mortar droppings out - olloinl f,! I�Y1✓D/A 2015 1-! %� Single Wynn: D/A 2200 Division 4 -Masonry tt nlrrr,! r, ,I i , lI :1V1I1 ' • hbl,rl ' I”r,ullllll In Ilr+lul,Ir h1•1 I1I111R1110' I I,III l /II. Hill 111111 r Ih 111rn'll lilt II•,I I1/JIM I I1I111h11 I I 1 II 1'N11+ 111111+'1/ 1 0ll11llnlI(J III 1V,IPl1 '11()I1 Inn illi', VVIIII i I ).kll lSfllL'tl:f IIJIIII I+' 111 iitl 1''I 11'11 IV",11;11 in did 11111,11+1 1' Iallli /1', Ilii) 11,',',111 iallll 1,I,Irl I+I 111li.11r ,•, •111 1 r 411 1 I 1 AL'I_Y_ I,i r,I ILAFI ` I [11 I'I(a I I I AVerngC, [_oar) per n' ol JnuI {Ihs) 1 111 ',1 1 Il 27116 11,-2 DUR-O-WAL' Masonry Wall -Top Stabilizing Anchor Product De_.criptuIrt Mechanical anchoring sysleni designed Ill Icsr,,l talc+•{I loads .11 the lop of mason'y walls II consisls 01 d steel dowel 3/8' x 6 (101111 1SOinni), verlically welded lo a 1 2qa (2 7111111) galvanized shirt plate l Ile assembly is iuoiuiied lo IIIe uurleiSide nl rl kaki of palenl sii urlwc via mechanical anchors or welding Slot,. 111 Ilrc plalr Innvull held adlusiinent ol Ilie assembly The dowel sleeved wiili a plaslic lube, is bedded in moilar ,lie groove al a sash block The closed end sleeve prevents the dowel front bonding lo the moilar and allows for vertical deltechon The product is availalile.. hot dipped galvanized lor exlc11n1 appl+r.auun�., nr mull galvanved 1111 Inic11nl 1va11 applications Advantages - fiesisis laleral loads al the lop of Masonry Walls • Inslalls Easily • Allows lot live load vertical dello-Jinn. • Slotled base plate lor accurate Installalion posIllonIng • Concealed within partition wall - no exposed hardware • Available with corrosion resistant linislies Finishes D/A 410 (Special Order) - Mill galvanized plate with plastic sleeved dowel, (brite) 50/Box DIA 411 (Stock) - Hot Dipped Galvanized Assembly with plastic sleeve, 50/Box. L'liI' c I -NAI. D/A 411 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at OT` Permit No. 9igiccf I have this day inspected this structure and these premises and found the following corrections needed: 4 ;8( 1&12-L4 71/UL dY '1r_ a"4-- ArtPVL 64 D, J4-7), ac, 3 --Aze_e4 I,, '1f Y �/ y Ak %'' Ok- att.474—, ou are hereby notified that the abd+ie coOection must be inspected before covering. When corr ion(s) ave been made, call for inspection at 970-384-5003. Date d Building Inspect hone1970) 945-82 G, 20 !:?2,,,d,411,,,, kfLA.-4- 5fiLf-4- Ocu..�ta god 6 ✓_,. ,tf__ 0 c.k-f:J.A._ _4 5-4 6A) If . . z-� .?eq. 6.3 IV 5z, fr ki _61tele`Al (4) C •0. 4.. October 27, 2004 Andy Schwaller Garfield County Building Inspector Garfield County 108 8t Street Glenwood Springs, Colorado 81601 Dear Andy, C. F. Brenner Inc. ARCHITECTURE This letter is to address two items brought to my attention related to the Multi-purpose Center at the Garfield County Fairgrounds office & meeting room addition. 1. The mirrors in the Men's & Women's Toilet Rooms were set with the bottom at 40". My plans indicate 3'-2". When being set, the 38" elevation placed the mirror directly on the backsplash for the sinks and the decision was made to raise the mirrors to 40." Per the ADA requirements, the maximum elevation that a mirror can be placed is 40." This mirror installation is therefore in conformance with the requirement and I request that the elevation be accepted by the Building Department. 2. The second item addresses the request that a sign be placed within the Meeting Room indicating that the maximum allowable occupancy is 123. There is a note on my plan for information only that if we use an "Occupant Load Factor" of 15, the occupancy would be 123. Ho . we could also use an "Occupant Load Factor " of 7 and achieve an Occup: +f 263. ere are two conforming exists to the exterior out of this Meeting Room • •.: + . width 108 inches. Table 10 -B -Egress Width Per Person Served, allows 0.2 inches per person. This will serve well in excess of the 263 occupants. Does any sign need to be posted related to maximum occupancx? Thank you f+ our consideration of these two items. I look forward to your decision. President cc. Randy Withee, Garfield County Engineer 0 tiO (970) 945-1001 Fax 963-0908 clbrcnnr a rot' nct P. O_ Box 217 Glenwood Springs, Colorado 81602 Not • or • 1 Jqb Ad Owne ,rte Contractor \'.p 1 re. C_. INN Assessor's Parcel Nod; ! /-013-1)Q-Of_s" Date c9 "0 Ctt BU L ING PERMIT C D Address R /�Phone # inr`r 4 Address31 S '1tV\ [442 -GI -Phone # Setbacks: , Front Rear RH ,51-Q Soils Test 9 Footing Founda 'on Grout Underground Plumbin Rough Plumbi Framing Insulation Roofing Drywall Q-aci- 0� YY� Gas Piping /O-- =Q INSPECTIONS NOTES H Zonin ao n-Vono b 24,O - Weatherproofing Mechanical Electrical Rough (State) 5-79 Electri • : I i- I to /Q- C7 Final 1- 2 sklist Completed? Certi icate Occupancy # Date Septic System # Date Final Other 1066% -- (continue on back) 54 -Dy coa.ei ._ 1074 ,e...� ax;41,c (10404614 . Vie. 8 8' pg. per,._ ,) 64640,0A_.,bk,e.�- 6-40 -D � /%1-6‹ g- l 1.- K 11-a `/ t/k10, m §�n�k 7 0fu $§A« ■��no ■o9- g]. 0_. //kU 2 z. 0 a. c? a o - d -• 2 \ash CD co 0 co •20 0a« • < 94 94§x/28 a72§�% Cf/a•co z 0 aa