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L1/ 1, ai,CU EYU V U OIA 11153, 1.. V 011.".., I Phone: 90.945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: qc8ArTh ,z60•), Parcel/Schedule No: 2185061 0000 42. AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF TIIIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF TIIE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF TILE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TIIE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TIi1S JURISDICTION. 1 Job Address:. CF IQ TEF v R , GL. E. IQ we c. v -p6 Ce 8(6 e 1 Lot No: Block No: Subd. / Exemption; 2 Owner: C t+ Ito o Fair rlel`stue p Address 1 IQr fee Pi., In: �97CJ 9(S -Oa. Wk Ph: 94C-6712 3 Contractor: bte1JT©z coi47; Go Address: f�(4confer Or. Ph: / sl /4SP10%i . Lic. No. ' 89—G gsw 4 Architect/En neer: Mal 7055erlarES,zn Address: 5a2Guryoe' /•4 Ph:Lic. " 9�S-a3d5 No. !1 7 5 Sq. Ft, of Building: /5,24 4 sIc Sq. Ft. of Lot: ACRES , g3 Height: pZ 17 No. of Floors: arse 6 Use of Building 16.4461-100E. 7 Describe Work: C oUSTZZT 0LP Sl46u.-. Tenant 5N -serf m �lltxv loo,perade Permits 8 Class of Work:� �7 •/' New o Alteration ❑ Remove 55- 2. r2 -1') o Addition o Move 9 10 Garage: ❑ Single ❑ Double Carport: o Single ❑`/ Dpuble o Driveway Permit o On -Site Sewage Disposal v Site Plan %')e'er {/ 0.. it -' �'7.'7b' CY 4)_tht 7�YJri. - (Septic) 49 21, .f 5')r / ✓ 11 Valuation of 1 ork. S Adjusted Valuations: $ t * ~� Vh 12 Special Conditions: p � 1'.i d d �'��%,� jtrJ/� <ZE. �� t3c1 t ld t %'%es 1d f�+'G 17®FP 6 E. 7TN'G P!'ft $E �` 3,, . 4 i C R E S. J r A SEPARATEELECTRICAL ISSUED BY THE THIS PERMIT AUTHORIZED CONSTRUCTION PERIOD OF 180 I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL LA V OFCON T'go,• All tP STATE BECOMES IS NOT OR DAYS CERTIFY AND OF LAWS WITHIN OF A PERMIT OR CANCEL REGULATING ION NOT E PERMIT IS REQUIRED AND MUST BE OF COLORADO. NULL AND VOID IF WORK OR CONSTRUCTION COMMENCED WITHIN 180 DAYS, OR, IF WORK IS SUSPENDED OR ABANDONED FOR A AT ANY TIME AFTER WORK IS COMMENCED. THAT I HAVE READ AND EXAMINED THIS KNOW THE SAME TO BE TRUE AND CORRECT. ALL/i/] GOVERNING THIS TYPE OF WORK WILL BE WHETHER SPECIFIED HEREIN OR NOT. THE DOES NOT PRESUME TO GIVE AUTHORITY THE PROVISIONS OF ANY OTHER STATE OR CONSTRUCTION OR THE PERFORMANCE I '2'0 2006 Plan Check Fee: Permit Fee: �� 7 Old" o`er" _y • 19 To aial Fee: Dated Permit Issued: / /'1/2_ t '% jt, cf Jr �J 4 __-6.a2:41:57LY 2 i/Co(njs�t. Ccc_`�TG� up: ,Type Br Zoning• i Setbacks: Manu. Home: ISDS No. & Fee: S o: t u F 1% 'F.R DATE -12• ': 41 IAD BLDG DEPT. PLNG. DEPT. APPRO\AL/D TE APPROVAL/ DATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF TIIIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF TIIE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF TILE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TIIE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TIi1S JURISDICTION. 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. All bathrooms must be complete, 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 IBC and IRC 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; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies 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 (CO.) 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 occupancylusseanndd the issuance of a #i t'�' !!�) Certificate of Occupancy for the dwelling under building permit �t he Signature Bpappl i cationfeb200f Date Applica PLAN REVIEW CHECKLIST Bui ing Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% ied. Attach Residential Plan Review List —I�Iinimt m Application Questionnaire ,(Ir�. Subdivision Plat Notes De ailment Review Date /`,Zf(Jr,/ Planning/Zoning Property Line Setbacks 30ft Stream Setba Flood Plain Buildin Height Zoni g Sign -off R cation Determination/Fees RLine Plans/Stamps/Sticker Attach Conditions +Application Signed Pas Reviewer To Sign Application 'Prcel/Schedule No. )1/4140# Snowload Letter- Manf. Hms. GENERAL NOTES: 4s-244 t i r+ ( -17 . d Impact Fees OA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS 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. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. 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. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and 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. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and toundation plan, eievanons au slues w1LLI decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original 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. Engineered foundations may be required. Check with the Building Department. 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, a 90 M,P.H, windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need 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 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 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: Section 106,2) 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 fi al lat 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 on the desi Yes No Not necessary for this project _X, 6iP`P/C17,W 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 only" "Approval drawings only", "For permit issuance only" or similar language? Yes) 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 IN&37-OW 54,vr 7177aV (ll/WO 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes X 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 Not necessary for this project X 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 Aft g 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project X 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes X No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes X No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes X 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 x 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 A No Not necessary for this project 2 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the t f a flat roof? (Check applicable zone district for building height maximum) 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 X tvo rll.Wg--41-e/ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? yy ,, Yes No Not necessary for this project X No r1/� f c�A 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 IBC or IRC? Yes No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural li ht and ventilation for all habitable rooms? Yes X 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 enclosures and specify safety glazing for these areas? Yes X No Not necessary for this project 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 IBC Chapter 3) Yes No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? 1/0 /1Q qA U ' Yes No Not necessary for this project _N , 7-04e65 •wv/ e 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary ter 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? 5.5g lerO C� Yes No Not necessary for this project 2902,Z E)cG 27. Do the plans indicate that restrooms and access to the building are handicapped I ftOY accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the applica on? 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 plan accurately indicate what you intend to construct and what will receive a final ins 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 district? For corner lots see supplemental section 5.05.03 in the Garfield County Zonin esolution for setbacks. Yes No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes X, No 33, Do you understand that the Building Department will collect a "flan 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 - No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes r{, No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes No 36, Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes , No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes >c No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes X No 40. 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 submittal of the building permit application? Your attention in this is appreciated. Yes No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (PIease check with the building department about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes I hereby acknowledge that I have read, understand, and answered these questions to the best of m ability. SignatureICZIA FireiSo }pcE..4 c c T2�„�C.,-l-coVl,C , Dat Phone: 7/��'' /2 (days); 970- 995-625/ (evenings) Project Name: 64154/WA g1&5 C7R/7AZ 2— Project Address: 6 Z , ew (3/ 4"4" Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 Garfield County Building and Planning 108 8th Street Suite 401 Glenwood Springs, CO 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Date: April 12, 2006 Project Name: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO Contractor: Diemoz Occupancy: S-1 Designer: Construction: III -B Engineer: Kurtz and Associates Report By: Andy Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. -- Sec. 504.2 and 506.3 FRONTAGE INCREASE: Perimeter of the entire building = 560 feet. Perimeter which fronts a public way or accessible open space = 560 feet. Minimum width of public way or accessible open space = 25 Allowable area increased 62.5% for frontage increase. " -- Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Storage S-1 ok 15244 80938 0.19 ok TOTAL FOR FLOOR 15244 80936 0.19 ok BUILDING TOTAL 15244 60938 0.19 ok -- Sec. 503, 504, 506 and Table 503 The actual height of this building is 17.0 feet. The maximum height of this building is 75.0 feet. -- Table 503 and Sec. 504.2 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO PROPERTY DESCRIPTION: North Side has a property East Side has a property South Side has a property West Side has building. - Exterior wall rating based line. line. line. - Distance - Distance - Distance To building on distance Page # 2 to property line to property line to property line 40.0 ,assumed property line to assumed property line. = 70.0 = 90.0 33.0 -- Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION. Sec. 602, Tables 601 and 602, and Sec. 704 NORTH OCC BRG NON OPNG% WALL BRG UP/PR S-1 2-hr*0-hr*NL/NL EAST BRG NON OPNG% WALL BRG UP/PR 2-hr*0-hr*NL/NL SOUTH BRG NON OPNG% WALL BRG UP/PR 2-hr*0-hr*NL/NL 31.0 WEST BRG NON OPNG% WALL BRG UP/PR 2-hr*0-hr*NL/NL The exterior walls are required to be of NONCOMBUSTIBLE material. -- Sec. 602.3 Exterior walls are required to be fire -rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. -- Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. -- Sec. 704.8.1 up/pr = Maximum percent of openings in the exterior wall. -- Table 704.8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in lhr walls are required to be protected with 3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than lhr are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 NL = No fire protection requirements for openings. NP = Openings are not permitted in this wall. * = These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. -- Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not Code review for: Project Id.: Address: 214 Glenwood Partners Center Dr. Glenwood Springs, CO FIRE RESISTANCE RATINGS MATERIAL Any Any Any Any Any Any ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES: EXIT REQUIREMENTS: FL NAME Page # 3 FOR BUILDING ELEMENTS Table 601 RATING NOTES 0 hour 0 hour 0 hour 0 hour 0 hour None NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Storage TOTAL FOR FLOOR 51 2 7.7 No N/A Out 1 51 2 7.7 No N/A Out FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 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. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. -- Sec. 1003.6 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 Page # 4 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. -- Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. -- Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. -- Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge- or surface -mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. Page ## 5 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. 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. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group S1 is 250 feet. -- Table 1015.1 Note: If the building is equipped with automatic heat and smoke roof vents complying with Section 910, the maximum travel distance shall be 400 feet. -- Sec. 1015.1.2 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. -- Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. -- Sec. 1109.5 ROOFING REQUIREMENTS: Page if 6 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO STANDPIPE AND HOSE SYSTEMS -- Sec. 905 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system. A standpipe system is not required. LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. -- Sec. 1203.4.2.1 Page # 7 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. - - Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. - - Sec. 1210.1 6. Walls within 2 feet of urinals andwater closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. - - Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame -spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. -- Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. -- Sec. 602.5 Page # 8 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 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 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 Page # 9 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 604.5.1 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. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. -- Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. -- Sec. 603.3 Page # 10 Code review for: Project Id.: Glenwood Partners Address: 214 Center Dr. Glenwood Springs, CO GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 Locations: -- Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 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. 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. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 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: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. (970) 945-6712 945-7460 FAX GA f-(ELD Cco 3-rf 8u iid106. 6WLI63K1:7G561) ( cT I v4 - r ? g eto Per20,L,4 MESSAGE: ,V1-- 560 CGE1i(0CDoD t5(i5Lr55 CeI + __ ..�._._,_ per's k-1. 50C)0, i 5+1•12, Elec . 1 Tro o `-Tisr— P rt4 11„ G Le) . 1'4c C F € 76 (;/ r -t5TWE E I, C6 TV (GA -L. 716 ►CE -T- c s A TT C) E+ - C. o& IT F czot “ 1 td P4T D 2/3 q/enb? . 1IIV Pr -DC cTcc 4Q pt GT7Z(Ga_L. diver h42 - e,,, fib5pec,ind -6r- GG 11114-11 G 15 &VI(6rii 41 E ,e, _2 Ca Ga Cerzt/ Dg (VV. 1;14-YiL __ 00 -(f) -fro -(f) L5D I -6a_. r o (]-tto -moi 51090 (` e,CF j to m iv. 4 yaw REPLY: Signed —n - d 0 0 NEW MAILBOXES 250 258 L 254 262 NEW BUILDING 266 270 H 274 278 282 1,4 O N 7 ix o W CD I W0 U Zz z cn� m CO 00 W W -IO Revisions: #1- #2- #3- #4 - Job No. -01 File Name: DIEMOZARCH11X17 Drawn By: J.R.D. Date: 12-12-06 Sheet No. STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTNOTICE Date Rec. : %,f) % PERMI # '�' t Contractor/Home Owner: 3.r�._ [ Address: TYPE OF INSPECTION: . ) ) ! f--" Partial Rough ink �)( Underground Final ACTION: Accepted X Rejected Remarks q r; ii [. _l ✓ ( , Imo__ REINSPECTION FEE Comments or Corrections: i w,% i Inspector's Name -- Phone # Date FORMS:EBINSP NOTICE.DOC V AEU/1111JiV/r Lr. Lot 1 r.KWVIIINA 1 11J1 Applicant`t11e�re9 t Address �Zie4 i�. ,—ce.(. R. Date j-J•U(e Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: \ Unfinished Conversion of Unfinished to Finished Ian /Check Fee for Conversion I Valuation los:: vered V. uation Total Valuation Subdivision Lot/Block Contractor 001.11./F-gSio (341-IL-litxtSZ 0`r (085 sq:- tioi -38,K)2). 2c1,2710 .4? -t J oluttk- �p .0 p_k 14_41.k. 04_,L , Airw 5926 g6.72 z 9,,Z70,o5 '2), 9.,(0,77 hii_o Fut -t ZL80 TP o,o $57 T114- -01-4 April 21, 2006 Diemoz Construction 214 Center Drive Glenwood Spring, CO 81601 Attention: Subject: Mr. John Diemoz Excavation Observation Commercial Building Glenwood Business Center Glenwood Springs, Colorado Project No. GS04248-305 As you requested we visited the subject site on April 19, 2006. The purpose of our site visit was to observe the soils exposed at footing elevations. CTL I Thompson, Inc. performed a soils and foundation investigation for the commercial building (CTL I Thompson, Inc. Project No. GS04248 dated June 7, 2004). The soils exposed at the bottom of the footing excavation consist of natural sandy clay. This soil is similar to the soil encountered during our soils and foundation investigation. We appreciate the opportunity to work with you on this project. If you have questions or we can be of further service, please call Very truly yours, CTL I THOMPSON, INC. 7dfrvr/LI,te c Dan Downing Laboratory/Field Manager DD:JM:cd (5 copies sent) Review J ec ung, P.E. h Manager Diemoz Construction 214 Center Drive Glenwood Spring, CO 81601 Attention: Mr. John Diemoz ADDRESS��lr: vii/ej 5,NF $3 (4e LOT BLOCK /,� [r (� JOB NO. 6:5-06:5-0a 7 FILING NO. Recommended Foundation System (� CTL/THOMPSON JOB NO. L"7S0.4e..`y7 C� DATED L444 £ /, caa v1/2 V.SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF _ 3v00 MINIMUM WIDTH /6 INCHES ❑ FOOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF PSF. MINIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH INCHES ❑ GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF PSF. MINIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH INCHES PSF. FoundatiopIan BY 't J% i►r/1i':az"QiI.S�iP k I40.✓ PLAN NO. DATE WALL FOOTING WIDTH COLUMN PAD COLUMN PAD (INCHES) DEPTH (INCHES) DEPTH (INCHES) DEPTH REINFORCEMENT AS PER PLAN: ❑ YES ❑ NO ❑ NONE REQUIRED ❑ AT SITE ❑ INSTALLED Soil Conditions At ooting Level UPPER LEVEL & f+� (INCHES) (INCHES) (INCHES) LOWER LEVEL Ground Water Conditions NONE IN EXCAVATION NONE ENCOUNTERED IN BORING NO. ❑ ENCOUNTERED AT Remarks: TO FEET FEET IN BORING NO. Foundation Layout A INDICATES APPROXIMATE DEPTH1WIDTH MEASUREMENT LOCATION Instructions to Contractor GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE (970) 945-6712 / 945-7460 FAX Garfield County Building and Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Location: Contractor: 214 Center Drive Diemoz Construction 214 Center Drive Glenwood Spgs., CO 81601 Attn.: Andy Schwaller Re.: Tenant Finish of Space "0", assigned by the County, the address of 274 Center Drive Dear Andy, As discussed last week, we would like to amend our existing permit no. 9890 to include the tenant finish of Space "G", Floyd had gotten with an individual at the county and it was determined to assign the address of this space as 274 Center Drive. We've attached: 2ea- Plan sets Titled, A-1.1 Space 274 Floor Plan, dated 8-30-06 to be added to the permit set. We understand that the building would not receive any certificate of occupancy until all permitted work including this amendment is complete. If you have any questions or need any additional information, please give Floyd or 1 a call. Sincerely yours, John Diem Glenwoondppzartne Cc: Floyd Diemoz �� (970) 945 6712L 945-7460 FAX yCCRICKED 6 SCALE fi DATE -L7‘)/1-,74' O(WftXG Dap eye .,—'—(... d 11 • pCaKrIIV�► PH. FAX 14S -811Z PAGE 1 of L� WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Shop Drawings ❑ Invoice ❑ Plans ❑ Sample ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ FILIAL 111SpecA3G06 gcrort # COPIES DATED N PAGES & SIZE DESCRIPTION Imo' 3-- e 6x cl PEW rfl p z n ,pert 7 f4L an 3, 7 ? 7 ,xy-;.YOuri _ koesr 77DI'1 THESE ARE TRANSMITTED as check below: ❑❑ Fo j5proval LI Approved as submitted ❑ Resubmit_ copies for approval or your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints Li For review and comment Li ❑ FOR BIDS DUE 20 ❑ Prints returned after loan to us REMARKS: West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Final Inspection Report Report #3 Page 1 of 1 Date: 7-27-06 Project: Glenwood Business Center Address: 214 Center Dr. Glenwood Springs, CO Building Permit No.: 9890 General Contractor: Diemoz Construction Co. Contractor that Performed Work: Pitkin Iron Inc. Inspection of shop fabrication or field work at job site: Field Report: Reinspected the high strength bolting noted on report #1 and the deck puddle welds noted on report #2. Also verified that the joist to beam angle bracing was installed at the perimeter beam locations. To the best of my knowledge this completes the special inspections of the structural field welding & high strength bolting as outlined in reports lthru 3. To the best of my knowledge the structural field welding & high strength bolting inspected as outlined in reports 1 thru 3 met the quality requirements of the 2003 IBC, AWS D1.1 Structural Welding Code, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Report #2 Page 1 of 1 Date: 7-19-06 Project: Glenwood Business Center Address: 214 Center Dr. Glenwood Springs, CO Building Permit No.: 9890 General Contractor: Diemoz Construction Co. Contractor that Performed Work: Pitkin Iron Inc. Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the roof deck attachment puddle welds and verified that the joist bracing was installed at the column locations. The welding inspected above appeared to be as shown on the drawings, and appeared to be of acceptable quality per the requirements of the Structural Welding Code except as noted below. 1) There appeared to be a few puddle welds that needed completed and/or repaired. The steel erectors with Pitkin Iron were made aware of this discrepancy. Inspector/Technician: Douglas E Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Report #1 Page 1 of 1 Date: 6-23-06 Project: Glenwood Business Center Address: 214 Center Dr. Glenwood Springs, CO Building Permit No.: 9890 General Contractor: Diemoz Construction Co. Contractor that Performed Work: Pitkin Iron Inc. Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the field welding at the bar joists to beams roof level. Visually inspected the high strength bolting at the steel connections roof level. The welding & high strength bolting inspected above appeared to be as shown on the drawings, and appeared to be of acceptable quality per the requirements of the AWS D1.1 Structural Welding Code and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts except as noted below. 1) There appeared to be a few bolts that were too short in length and/or that needed tightened at the perimeter steel beam connections. The steel erectors with Pitkin Iron were made aware of this discrepancy. Inspector/Technician: Douglas E Young vi�i,rwuUu 3pi'rigs, uoloraao tS I (7111 Since 1948 (970) 945-6712 945-7460 FAX Attn.: L7r4V f L7 HAP Subject: r e(Yt 4 J q216 6 Goef c(d Courr69 G0 t3EFF G D rs 8 tl sl- # Zot PH. FAX PAGE 1 of WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Shop Drawings 0 Invoice ❑ Plans ❑ Sample ❑ Specifications ❑ Copy of letter U Change Order ❑ II COPIES DATED # PAGES & SIZE DESCI PT1ON I 8/� 9.164 t - 8 %a s l ( Ic y' 0.11241 ,,rev tom . KUlzT i 4-5.5e t 01 -TE s I 1606 a-8iknfI CM 7146 impsora (I} pc cstc eli &f 2.. ' w a2E., s h .ea.v" Loa. GL,5 icy QGK, THESE ARE TRANSMITTED as check below: U For approval ❑ Approved as submitted ❑ Resubmit_ copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints U For review and comment ❑ 0 FOR BIDS DUE 20 ❑ Prints returned after loan to us REMARKS: Cf) 44(63G. GS b Ly R640 Itep 6 n EPeSr (.0651" ( 4G) BLS, Q•9/ti � GS U t r ct d 6z3114- - c n(3GS -5t(Ai wOcck, used LOA -5 78 vs %, GA -LL .c7 FeDR. Pr)S 5 Wori< c5 PfE3te 0 lei= 346Ag Gd L L CaAl Thic7a�% EX`6r.0r u.i.,/S 04 14 PGs wP 5 S.'d'''5 0 / 77(eGam, �� (04 S /` c� �c c(/ M /wood icii i 6/0c 74o 614 /1;60.1 ' /`/lu P O414wC' ( � O e .s. 4.5 / %n0 'cw -6.,1oi1 T'1 e ST��c �"!Jr. / .jocv/ifpv$. a4ck- A -e es r-0,72 C04/reG �•'Ua 26 I. I.S /?o t 477 v;te1 f7Z al:Zodad /'d,•/47 5 4 wli/S o/1 cJ TifG , or// a•ra Sac/7X s, �e s 0 -(2 /�e 6c/,' ��',L LETTER OF TRANSMITTAL DIEMOZ CONSTRUCTION 214 CENTRE DRIVE GLENWOOD SPRINGS CO 81601 Date: SUNDAY, JULY 9, 2006 Project: COMMERCIAL BUILDING Project No: GS04248.000 WE ARE TRANSMITTING: Structural Masonry Observation Reports FOR DATES: From: 6/19/2006 To: 6/21/2006 REMARKS: See attached summary reports for information. COPIES MAILED TO: CTL I Thompson, Inc T1=1)4/,/ 11 4 DAN DOWNING LABORATORY/FIELD MANAGER Client Name: Project: d r.K to C v GLt Project Number: CTS — L47–u1 c Report Number: Inspection Date: ti c - V 6 Field Rep: �iacISLiciL\ Location:GGtv'• t_..) Grid Lines: 1__. rt6 / F Elevations: Z? . io0_7 33 , `O Bond Beam Elevations: U' Z ' �� ( 2) r Plans: AS.SOL MATERIAL INFORMATION 3V o�3f c2& yMORTAR Type:Q►vcCi 4:_y P4-- $ Temperature,cF: g `1 Qc7 Weather Protection: ICS +rt a, 1 1 coc., Cement: Lime: Sand: Proportions CMU Size: Placement Pattern: Vk�vt Jo GROUT JOB -BATCHED GROUT Type: Supplier: Mix ID: Truck: Ticket: Batch Time: Finish Time: Proportions Cement: let K J ckT_/ Sand: w{ me—i-LA-v'ct A-DDEp Pea Gravel: t Mixing Time (3-10 min): 11IF t )'tt\ Approximately Slump: e Grout Temperature,°F: 137;1 Ambient Temperature.,°F: 100 HORIZONTAL REINFORCEMENT VERTICAL GROUTING PROCEDURES Lift Type: L 0 Lift Height: Lift Elevation: Z-7.4o'_3p 5 . Reconsolidated By: k rO t''.10 Joint Reinforcement: - (L` 0 .C— Type: 1il8e+3 aJ t,✓ Continuous at Control Joint? Grade: %C7 Size: Spacing (inches): co" 0. C.. Splices (inches): ! r Control Joints: h i� Openings: / v 4- BOND BEAM REINFORCEMENT Grade: (DO Size: (7) : q Splices (inches): Alp - Continuous A- Continuous at Contrdl Joint? N/A CONDITION OF BLOCK PLACEMENT TEST SAMPLES The locations observed were found to be in substantial conformance with the approved plans, specifications, and/or structural revisions: Mortar Fins Removed: Grout Cells Clean: Cleanouts Clean: Mortar Samples: l� Grout Samples: Prisms Built: t/`,p REMARKS: ( (_ 4 Z Cah 5lvKv h /15tA�' C St;v c ''*te a/CID"' v w�I r ' "CJca S 1, - t t _ l l ` 1 �- ...`,1�`, / v-1 .c yi-, tM ath , W (L SLeeiI C.o -.'c ti -c„ ---a✓ 3 (970) 945-6712 / 945-7460 FAX Garfield County Building and Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Location: Contractor: 214 Center Drive Diemoz Construction 214 Center Drive Glenwood Spgs., CO 81601 Attn.: Andy Schwaller Re.: Tenant Finish of Space "F", assigned by the County, the address of 270 Center Drive Dear Andy, As discussed this morning, we would like to amend our existing permit no. 9890 to include the tenant finish of Space "F". Floyd had gotten with an individual at the county and it was determined to assign the address of this space as 270 Center Drive. We also wanted to finish the restroom in Space "E" to provide the construction workers with a restroom. We've attached: 2ea- Plan sets Titled 270 Center Drive, pages A-1.2 and ME -1, dated 2-06-07 to be added to the permit set. We understand that the building would not receive any certificate of occupancy until all permitted work including this amendment is complete. If you have any questions or need any additional information, please give Floyd or I a call. Sincerely yours, John Diemoz Glenwood Partnership Cc: Floyd Diemoz RECEI Vitt) FEB 0 6 2007 WOO. i1 LD COUNTY BUILDING & PLANNING COUNTY OF Limkrim u - r -.s . CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 9I( 64. Permit No. q q I have this day inspected this structure and these premises and found the following corrections needed: GL) ytek, /./1 (sem) wt_e_:-e ac -01 C1de0 ��- You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date Ob 20 4ofel_ 44_6e Building Inspector ector k it/t/ t ?ri Phone (970) 945-8212 STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Rec. 2/5-X7 PERMIT # ,-72 /, Contractor/Home Owner: �� E_ ( C< 7 - Address: 2 / TYPE OF INSPECTION: ! f . ) / 1 ..._ Partial Rough in Underground/deFeral_ ACTION: Accepted Rejected PO / AJ REINSPECTION FEE Remarks I STATE ELECTRICAL BC INSPECTION REPORT / CORREC Date Rec. //`//L Contractor/Home Owner: PERMIT # r v7 ifL ( Address: ( C�-moi < <J //L! 1)8 TYPE OF INSPECTION: UK), I I C Partial Rough in Underground _ ACTION: Accepted Rejected REINSPECTION FEE Comments or Corrections: Comments or Corrections: Inspector's Name % Phone # _ Date �'. /1-4 J -7� i FORMS: EBINSP NOTICE. DOC Inspector's Name Phone # Date �� FORMS GEOTECHNICAL INVESTIGATION COMMERCIAL BUILDING GLENWOOD BUSINESS CENTER GLENWOOD SPRINGS, COLORADO Prepared For: DIEMOZ CONSTRUCTION 214 Center Drive Glenwood Springs, CO 81601 Attention: Mr. Floyd Diemoz Job No. GS -4248 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 1 PLANNED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 SITE EARTHWORK 3 Site Grading 3 Excavations 3 Structural Fill 4 Backfill 5 FOUNDATIONS 5 SLABS -ON -GRADE CONSTRUCTION 6 BELOW -GRADE CONSTRUCTION 6 SURFACE DRAINAGE 7 LIMITATIONS 7 FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2—SUMMARY LOGS OF EXPLORATORY BORINGS FIGURES 3 AND 4 — SWELL CONSOLIDATION TEST RESULTS TABLE I -- SUMMARY OF LABORATORY TEST RESULTS SCOPE This report presents the results of our geotechnical investigation for the commercial building proposed at the Glenwood Business Center in Glenwood Springs, Colorado. The purpose of our investigation was to evaluate the subsurface conditions at the site and provide design -level geotechnical recommendations for the proposed construction. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. The recommendations contained in the report were developed based on our understanding of the planned construction. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions found in our exploratory borings consisted of about 2 feet of fill and 12 to 20 feet of native sandy clay underlain by clayey gravel to the total explored depth of 25 to 30 feet below ground surface. We measured free ground water at depths between 18 and 21 feet in our exploratory borings. 2. We recommend constructing the building on footing foundations supported by the undisturbed, clay soil. Design and construction criteria for footings are presented in the report. 3. Building floor slabs should be supported by a minimum 12 inch thick mat of densely compacted, granular, structural fill. Further discussion is in the report. 4. Surface drainage should be designed to provide for rapid removal of surface water off of pavements and away from the proposed building. SITE CONDITIONS The Glenwood Business Center is located east of the intersection of Storm King Road and Center Drive in Glenwood Springs, Colorado. A one-story, commercial building is located at the site. The proposed building is planned east of the existing the south. Vegetation consists of weeds and grass. A playground is in the south part of the planned building footprint. Vehicles, trailers and stockpiled construction materials are currently located on the site. PLANNED CONSTRUCTION Building plans for the proposed commercial building were not provided to us. The planned footprint of the building is shown on Figure 1. We understand the building will be a one-story, steel—frame building with steel skin walls and a slab -on - grade floor. No below -grade areas are planned in the building. We expect maximum foundation excavation depths of about 3 feet, Foundation loads will likely be less than 3,000 pounds per lineal foot of foundation wall with maximum column loads of 50 kips. Pavements will be adjacent to the building. SUBSURFACE CONDITIONS Subsurface conditions below the proposed building footprint were investigated by drilling three exploratory borings (TH-1 through TH-3). The approximate locations of our borings are shown on Figure 1. Borings were advanced using 4 -inch diameter, solid -stem auger and an all -terrain drill rig. Drilling was directed by our field representative who logged the soils encountered in the borings and obtained samples. Samples obtained in the field were returned to our laboratory where field classifications were checked and typical samples selected for laboratory testing. Graphic logs of the soils encountered in our exploratory borings are shown on Figure 2. Subsurface conditions found in our exploratory borings consisted of about 2 feet of fill and 12 to 20 feet of native sandy clay underlain by clayey gravel to the total explored depth of 25 to 30 feet below ground surface. Results of field penetration resistance tests and observations during drilling indicated the clay was very stiff to stiff and the gravel was dense. Free ground water was measured in our borings at and TH-2 to facilitate future measurement of ground water levels. Ground water was measured at depths of 18 and 20 feet about 2 weeks after drilling. Two samples of the sandy clay selected for one-dimensional, swell - consolidation testing exhibited 0.8 and 0.9 percent expansion when wetted under an applied pressure of 1,000 psf. Results of swell -consolidation testing are shown on Figures 3 and 4. Laboratory test results are summarized on Table I. SITE EARTHWORK Site Grading Site grading plans were not provided to us. We expect site grading will involve fill thickness of less than 2 feet. Areas that will receive fill should be stripped of vegetation, organic soils, debris and existing fill. The resulting surface should be scarified to a depth of at least 8 inches, moisture conditioned and compacted. The on-site soils free of organics, debris and rocks larger than 4 inches in diameter are suitable for re -use as fill. If import soils are required for use as fill, a sample of the soil should be submitted to our office for approval prior to hauling. Fill should be placed in loose lifts of 10 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Density and moisture content of fill should be checked by a representative of our firm during construction. Excavations Maximum foundation excavation depths will likely be about 3 feet. We anticipate excavations in the clay soils at this site can be accomplished using conventional, heavy-duty excavation equipment. Sides of excavations and utility trenches will need to be sloped or braced to meet local, state and federal safety regulations. The clay will classify as a Type B soil based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet, and above ground water, should be no steeper than 1 to 1 (horizontal to vertical) in Type B soils. Free ground water measured in our exploratory borings was 18 feet or deeper. Based on our understanding of the planned construction, excavations for the building foundation and utilities will not likely penetrate the free ground water table. We recommend sloping excavation floors to gravity discharges or temporary sumps where water can be removed by pumping. Structural Fill The clay soils at this site possess the potential for expansion. Additionally, fill may be placed below some areas of floor slab. In our opinion, unacceptable amounts of differential movement may occur if the building floor slab is constructed directly on the in-situ, clay and fill soils. We recommend removal (i.e. sub -excavation) and replacement of the soils below the floor slab to enhance performance. Sub -excavation should be to a depth of at least 12 inches below the bottom of the floor slab. The excavated soils should be replaced with densely compacted, granular, structural fill. We recommend the granular structural fill consist of an aggregate base course, such as a CDOT Class 6 or similar soil. A sample of the desired import soil should be submitted to our office for approval prior to hauling. The bottom of the sub -excavated areas should be scarified to a depth of at least 8 inches, moisture -treated and compacted. Structural fill should be moisture treated to within 2 percent of optimum moisture content and compacted to 100 percent of ASTM D 698 maximum dry density. Water required to increase the structural fill soil moisture content to the specified moisture content should be uniformly mixed into the fill soil prior to compaction. The actual thickness of fill lift that can be properly compacted will depend on the type of compaction equipment. In order for the procedure to perform properly, close control of structural fill placement to specifications is required. Our representative should observe placement and Backfill Properly compacted backfill adjacent to foundation walls and in utility trenches is important to reduce subsequent consolidation of backfill soils and infiltration of surface water. Backfill soils should consist of the on-site soils, free of rocks larger than 6 inches in diameter, organic matter and debris. Backfill should be placed in thin lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Density and moisture content of backfill should be checked by a representative of our firm during construction FOUNDATIONS Our subsurface information indicates that the native sandy clay soil is present below the site between the depths of 2 feet and at least 14 feet. We recommend constructing the commercial building on footing foundations supported by the undisturbed, clay soil. The completed foundation excavation should be observed by a representative of our firm to confirm that the subsoils are as anticipated and suitable for support of the footings as designed. Recommended design and construction criteria for footing foundations are presented below. 1. The footing foundations should be supported by the undisturbed, clay soil. Soils loosened during excavation or the forming process for the footings should be removed or re -compacted prior to placing concrete. 2. Footings should be designed for a maximum soil bearing pressure of 3,000 psf. 3. To resist lateral loads, a coefficient of friction of 0.35 can be used for friction between the footings and the clay soil. 4. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. recommend reinforcement sufficient to span an unsupported distance of at least 12 feet. Reinforcement should be designed by the structural engineer. 6. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed ata depth of at least 36 inches below finished exterior grades. SLAB -ON -GRADE CONSTRUCTION The floor in the building is planned as a slab -on -grade. Moderately heavy static loads and dynamic wheel loads are anticipated for the floor slab. Unacceptable amounts of differential movement may occur if a building floor slab is constructed directly on the native clay and fill. To enhance performance, we recommend removal of at least 12 inches of the soils below the floor slab and replacement with densely compacted, granular, structural fill. Recommendations for structural fill presented in the SITE EARTHWORK section should be followed. The floor slab supported on an at least 1 2 inch thick mat of densely compacted, granular, structural fill can be designed with a subgrade modulus of 200 pounds per square inch per inch (psi/in). Interior floor slabs should be separated from wall footings and column pads with slip joints that allow free vertical movement of the slabs. Underslab plumbing should be pressure tested for leaks before the slabs are poured. Plumbing and utilities which pass through slabs should be isolated from the slabs with sleeves and provided with flexible couplings to slab -supported mechanical equipment. Exterior concrete flatwork and pavements should be isolated from the building. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. BELOW -GRADE CONSTRUCTION We understand no below -grade areas are planned in the building. If plans change to include below -grade areas, we should be informed so that we can provide SURFACE DRAINAGE Surface drainage is critical to the performance of foundations and floor slabs. We recommend the following precautions be observed during construction and maintained at all times after the building is completed: 1. The ground surface surrounding the exterior of the building should be sloped to drain away from the building in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the building, where possible. 2. Backfill around the exterior of foundation walls should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The building should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 feet of the foundations. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the building. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of subsurface conditions below the planned building footprint. Variations in the subsurface conditions not indicated by our borings will occur. We should observe the completed foundation excavation to confirm that subsurface conditions are as antininatarl from niir hnrinnc Detailed construction plans were not available at the time of this investigation. The recommendations contained in the report were developed based on the currently anticipated construction. We should be provided with building plans, when available, so that we can provide geotechnical input and check that our recommendations are appropriate. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of the subsoil conditions on the design of the structure, please call. CTL/THOMPSON, INC. 4J es D. Kello g, R.E. P ject Engineer (5 copies sent) SCALE: V= 50' Existing Building • TH-1 Proposed Building • TH-2 • TH-3 Approximate Locations of Elevation In Feet EMO 111 5730 dy, very stiff to stiff, own. (CO ayey, sandstone pieces, olst to wet, brown, olive, 5725 hple. The symbol 29/12 that 29 blows of a 140 mmer falling 30 inches 5720 uired to drive a 2.5 inch pier 12 inches. pie. The symbol 50/6 that 50 blows of a 140 mmer falling 30 inches uired to drive a 2.0 inch 5715 pier 6 inches. 5710 — 5705 1— MOM 5700 1- 5695 free ground water level d on the day of drilling. free ground water level d on June 1, 2004. ry borings were drilled on 2004 with 4—inch diameter, m auger and an all—terrain PVC pipe was inserted 1n d TH-2 to facilitate future ent of ground water. TH-3 kfilled immediately after ry drilling operations were d. Is and elevations of exploratory were surveyed by Diemoz ction. exploratory borings are subject to lanations, limitations and Ions as contained in this report. COMPRESSION % EXPANSION 7 6 5 4 3 2 0 -1 -2 -3 -4 -5 -6 -7 -8 0.1 EXPANSION UNDER 0()NSTANT PRESSURE DUE TO WETTING Sample of CLAY, SANDY (CL) 1.0 10 APPLIED PRESSURE - KSF From TH-1 AT 9 FEET NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 100 118 PCF 14.4 % COMPRESSION % EXPANSION -8 EXPANSION UNDER PRESSURE DU TO CONSTANT ETTING 0.1 Sample of CLAY, SANDY (CO From TH-3 AT 4 FEET NATURAL MOISTURE CONTENT= 13.2 % 1.0 10 APPLIED PRESSURE - KSF 100 NATURAL DRY UNIT WEIGHT= 117 PCF JOB NO. GS -424 TABLE I SUMMARY OF LABORATORY TEST RESULTS DEPTH (FEET) NATURAL MOISTURE (%) NATURAL DRY DENSITY (PCF) ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) SOLUBLE SULFATES (%) PASSING NO. 200 SIEVE (%) SOIL CLASSIFICATION SWELL* (%) LIQUID LIMIT (%) PLASTICITY INDEX (%) 9 14.4 118 0.9 CLAY, SANDY (CL) 14 16.7 114 28 12 85 CLAY, SANDY (CL) 4 13.2 117 0.8 CLAY, SANDY (CL) ell due to wetting under an applied load of 1,000 psf. Negative values indicate consolidation. Pa Garfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address Nature of Work Building Permit CR4 S5-- Use of Building 1 -t I 42. �t�y t Com- •� =� r, Owner Ll La0a Contractor t-__�"— • // r Amount of Permit $ (Db 4, 57 i Date7. ?" 1 H 25 - L. Nit° 41 04140.40-eazd Clerk )Pc461