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Home My WebLink AboutApplication- Permitr GARFIELD COi)NTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 9454212 No. 8720 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO] TELEPHONE: (970) 945-8212 ' * • JOB ADDRESS: __,....cfrkt PERMIT NO. 1NSPECTIONLINE: (970)384 5003 PARCEIJSC.FIEDULE NO. Z- co 1 2 3 4 5 e,** : / QtoC'r -CQ d. LOT NO. BLOCK N0. cONTR,CTO$4 ins 027. ADnAP�s L� . ! S :D ISIONEXEMPTION cunt. ARCfs;fECUEN(I:FPPiR j - ` fi t /A -J(.1 sq. Fr. OFBNLD1NO 6 7 8 DESCSIBF WORK: CLASS OP WORK: ADDREsa f , W , i /Jim HD SQ. EY. OPLOT 61,-,(01 (G1 r�-I X1193 -`i 3'4 EIDOEIT u",9 63" NO. OFMOORS oADDIILON' 9 -OARAOQ uSINOr.6 oDOUBLE OALTERA17ON oREMOVE rSINCELE anooeLe 10 DRIVEWAY HOLUM fOWEire SEWAGE DISPOSAL (MEMO OSIDEPLAN VMEAIYONOFWOR l ADRfy[p1 VALVAIIOT4 arrcuucv:�n oz rA44IMr.P/ t (Arrif:a 04 43 A, wr- Retnze +cz" L 4.,p Pd it iz w Fn )61 NOTICE SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF IllikOLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OIL CONSTRUCTION AUTFIORTZED I5 NOT COMMENCED WITHIN 110 DAYS, ORIF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 110 DAYS AT ANYTIME AFTERWORKLS CONDLENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING TYPE OF WORK WILL BE COMPLIED WTTR WHETHER SPECIFIED HEREIN OIL NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE e' • N G CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. or authorized agentItavin • ato 74 T� . 0.5 Buildingilk A to Da. Appx a PLAN CIIECKFEE: /77.7 TOTAL FEE: PERMIT FEE: ai 27.,35 DATE PERMIT ISSUED: rr�0cc:� JGt0UP: x/ (' 4- 5-2 CONST: TYPE: ZONING: ( . b".. res SETBACKS: MANU HOME: ISDS NO. & FEE: •iw� OWNER, Ct3NTRACTOR AND/OR AGENT OF TER CONTRACTOR OR OWN 3g-1 3VCTP r TEL( itv PERI4IISSION IS FIEREBY GRANTED TO THE APPLICANT AS CTURE A 63 DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BLTILI)INGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUELDINIG CODES AND LAND USE REGULATIONS ADOPTED B GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTEER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NoTFULL COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY TEEN BE REVOKED BY NOTICE FROJ THE COUNTYAND THAT THEN AND TIJEI H' SHALL BECOME NULL AND von). THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHA1L NOT PREVENT THE BURDING OE'FICIAL FROM THEREAFTER. REQUIRING TB CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR PRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. uaki REVIEW OF THE SUBIVEn I2 PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUUTN1i �R.-DOES NOT CONSTIT5FB AN SPONSIBILITIES OR LIABIUITES BY GARFIELD COUNTY FOR. ERRORS, OMISSIONS OR D1SCRBPANCIES.. TIME. RESPONSIBILITY FOR THESE II:EMS GCONSTRUCTION RESTS SPECIFICALLY virtu THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTEND DTOB FTIIE OWNERS INTEREST. Garfoim-o o / IH PBEBYACIGNOWLEDGR.n TIHAVEREADANDUNDERSTANDTHEAGREEMEN3TABOVE.(INITIAL) cdif ACCEPTANCE OF AN AND EvIPLRMENTATIO ATIVE.AND IN SUPPOR r ti The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State 'Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor 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 stejs 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 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-b. final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY- OR'U'SE 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.t1 issuance_of a Certificate of 0 eupancy for the dwelling under building permit # 7 . 5/31/V Signature Date Bpcont082002 • • • t Applicant 4 PLAN REVIEW CHECKLIST inC 4) Date S /-03 Building -Engineered Foundation Driveway Permit t..--rveyed Site Pian ai r Septic Permit and Setbacks L.Grade/Topography 30% Attach Residential Plan Review List Min mum Application Questionnaire Subdivision Plat Notes Fire Department Review'? .4,0 1 4,4 /Valuation Determination/Fees F'�Red Line Plans/Stamps/Sticker ; Attach Conditions `Application Signed PReviewer To Sign. Application Parcel/Schedule No. 1, 40# Snowload Letter- Manf. Hms. - -- GENERAL NOTES: 5iief 1920 )6 25% 3o OFFILS. 2Reo F 60..44, S7w77: 17 92 $ 17. o o /49, 77t 175,44 8 35.5 47 $$ Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes ?Foutur 24x7.3' / 7.7$ 1 3 ERLINE ENGINEERING STRUCTURAL/CIVIL ENGINEERING • CONTRACTING .CER ll'lik.iED ENERGY DESIGN PROFESSIONAL March 30, 2003 Garfield County Building Department Attn: Andrew Schwaller, Chief Building Official 109 8th Street, Suite 303 Glenwood Springs, CO 81601 Re: GMCO Steel Buildings Dear Mr. Schwaller: I have investigate and reviewed the two existing steel buildings that property on 8th Street in Carbondale. These two buildings are structurally capable of meeting the 40 PSF wind loading in the Rifle area to which they will be moved. If you have any questions please call us at 970-963-9869. Sincerely, TIMBERLINE ENGINEERING David A. Powell, PE / 2645(� 4 . J P.O.inigiamormiviemonsummir i') OX 63 C are currently at the GMCO snow load and the 80 MPH ONDALE, ALES CO. 81623 ]HONE 970 963 9869 / FAX 970 963 4} t -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. 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 thei i ature and professional stamp on the design. Yes No Not ecessary for tjP this,project 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes 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 Engine Yes No Not ecessary for this project 2 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes, 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes—j-- 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? YesNo 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 cart ? Yes -- No Not necessary for project 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 10. Do the plans include design loads as required under the Uniform Building Code for roof snowl9 ads, (a minimum of 40 pounds per square foot in Garfield County)? Yes No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 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 construction? 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 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceilin joists, roof rafters or joists or trusses? Yes No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive conn tion of all columns and beams? Yes No Not necessary for this project 3 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 do n 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 11 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 '(1 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 Buil d . g Code? Yes No Not necessary for this project 20. Does the plan include a window schedule or other verification -that windows provide natural light and -ventilation for all habitable rooms? Yes No Not necessary for this project, V 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 enol Pres and specify safety glazing for these areas? Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this uilding? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occu ancy as identified in the Uniform Building Code Table 5-A) 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? Yes No Not necessary for this projec 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters ind'ca ed on 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 employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the appli ion? Yes; No 29. Have you designed or had this plan designed while considering building and other cons ction 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 ipspection by the Garfield County Building Department? Yes L No 31. Do you understand that approval for design and/or construction changes are required prior o the implementation of these changes? Yes No 32. Do you understand that the Building Department will collect a"Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes , No 33. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occup cy and occupancy of the building? Yes No 34. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes? Yes No 5 35. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 36. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Depaent at 625-8601. Yes t No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be requ. ed at time of inspection. Yes 1" _ No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to issuany of the building permit? Your attention in this is -appreciated. Yes No Signa 1 hereby acknowledge that 1 have read, understand, and answered these questions to th be t f y ability. e Phone: ra 0 ?-7.5 b (days); , 3 M 3 4' (evenings) Project Name: S ti/ (, j t e L Project Address: pi' A-0 p 2 7 S 'y Note: D. to If you answered "No" on any of these questions you maybe 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 6 r Project Number: Project Name: GMCO Address: Powerline Occupancy: H4,B Construction: V -N 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 Professional Park Date: May 1, 2003 Contractor: Architect: Engineer: Report By: Carney WedgeCore D. Powell A. Schwaller NOTE: The code items listed in this report are not intended to complete listing of all possible code requirements in the 1997 It is a guide to selected sections of the code. be a UBC. DIRECTION NORTH EAST SOUTH WEST BOUNDARY Property line Property line Property line Property line Allowable area increased 100.0 for open -- Sec. 505.1 SEPARATION AREA INCREASE 1000.0 Feet 260.0 Feet 82.0 Feet 1000.0 Feet FL NAME OCC FIRE PROTECTION 1000.0 Feet 260.0 Feet 82.0 Feet 1000.0 Feet area on 4 sides. MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1 Repair Garage TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B B H4 ok 2800 16000 0.18 ok 5920 10200 0.58 8720 11544 0.76 8720 11544 0.76 The actual height of this building is 22. feet. The maximum height of the building is 25 feet. -- County zoning ok ok ok ok Page # 2 Code review for: Project Id.: GMCO Address: Powerline Professional Park EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Any No B 0 hour 0 hour None Any No EAST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Any No B 0 hour 0 hour None Any No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Any No B 0 hour 0 hour None Any No WEST Fox Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Require H4 0 hour 0 hour None Any B 0 hour 0 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wail.. i Code review for: Project Id.: GMCO Address: Powerline Professional Park Page # 3 OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr Floor/Ceiling Assembly Any 0 hr Roof/Ceiling Assembly Any 0 hr Stairs Any None NOTES See footnote #1 See Footnote #18 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 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials, -- Sec. 307.2.2 18) In areas containing hazaradous materials, the floor shall be of noncombustible, liquid -tight construction. -- Sec. 307.2.2 1 Page # 4 Code review for: Project Id.: GMCO Address: Powerline Professional Park 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 Page # 5 Code review for: Project Id.: GMCO Address: Powerline Professional Park FLOOR/CEILING AND R00F/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 # 6 Code review for: Project Id.: GMCO Address: Powerline Professional Park 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. 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 7 4 Code review for: Project Id.: GMCO Address: Powerline Professional Park OCCUPANCY SEPARATIONS -- Table 3-B H4 --B lhr Page # 7 HEATING EQUIPMENT SEPARATION: FOR H4 OCCUPANCY: A 2hr occupancy separation is required around rooms containing a boiler or central heating unit. -- 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 1 hour separation is required from an H4 occupancy. -- Table 3-B EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 28 1 5.6 No N/A N/R 1 Repair Garage 30 2 6.0 No N/A Out 8 TOTAL 58 2 11.6 No N/A Out 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 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 Page # 8 Code review for: Project Id.: GMCO Address: Powerline Professional Park 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 FOOTNOTES: 8) The number of exits is based on Sec. 1007.4.1 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 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 Code review for: Project Id.: GMCO Address: Powerline Professional Park Page 4 9 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 200 feet. Sec. 1004.2.5. Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Page # 10 Code review for: Project Id.: GMCO Address: Powerline Professional Park 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. -- Sed. 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 sham, 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 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBG research reports for requirements. 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 ,t a Page # 11 Code review for: Project Id.: GMCO Address: Powerline Professional Park 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. 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 # 12 Code review for: Project Id.: GMCO Address: Powerline Professional Park 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. B4.20.3.1 r � A Code review for: Project Id.: GMCO Address: Powerline Professional Park Page # 13 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 toa 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. 8-72p WEST SLOPE TESTING & INSPECTION 3177 Giendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 8-19-03 Page 1 of 1 Andrew Schwaller Building Official 108 8th st., suite 201 Glenwood Springs, CO 81601 Please find enclosed special inspection reports for the high strength bolting inspections & testing at the GMCO metal building project East of Rifle. Thank You; Doug Young • AUG 2 1 MA Gt‘RFIELD COUNTY., WAG &PLANNNG t West Slope Testing & Inspection 3177 Glendora Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Final Inspection Report Report #2 Page 1 of Date: 8-15-03 Project: GMCO Project Address.: 0048 Powerline Rd. General Contractor: Camey Brothers Construction Contractor that Performed Work: Aggressive Builders Testing of shop fabrication or field work at job site: Field Report: Visually inspected the high strength bolting at the remainder of the portal frame connections, and Reinspected the high strength bolting at the connections noted in report #1 that had the wrong size and/or grade of bolts. The high strength bolting at the connections inspected above now appeared to be of the correct size & grade as shown on the drawings, and appeared to be fully tightened using the turn of the nut method with match marking techniques as described in the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. To the best of my knowledge this completes the inspection & testing of the high strength bolting per the 1997 UBC & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young _RECEIVED MI6 k az GARi NG a COUNTY NNjNG i West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970434-6988 Cell: 970-260-2844 Inspection Report Report #1 Page 1 of 1 Date: 7-24-03 Project: GMCO Project Address: 0048 Powerline Rd. General Contractor: Carney Brothers Construction Contractor that Performed Work: Aggressive Builders Testing of shop fabrication or field work at 'oh site: Field Report: Visually inspected the high strength bolting at the main frame, end wall, and portal frame connections. Noticed two items that needed corrected 1) At the lean too rafters to the column connections between buildings A & B along grid line A 1/2" diameter A307 bolts had been used (the drawings showed 5/8" diameter A325 bolts at these connections). 2) At the portal frame to column connections in building C A307 bolts had been used (there were A325 bolts that were to be used at these connections). The other high strength bolting inspected above appeared to be of the correct size & grade as shown on the drawings, and appeared to be fully tightened using the turn of the nut method with match marking techniques as described in the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. In addition to the above inspections 1 also tested three of the 21/4"x3/4" A325 bolts that were used in the main frame connections in a Skidmore Wilhelm bolt tension testing device. The bolts tested met the requirements of the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young 49 oinkt a:- St I:NSPECT1ON WILL NOT BE MADE UNLESS u THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued . . ....Zoned Area Permit No.. AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, Location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMME IATELY BECOME, t AND VOID. Use � teN119' 1-�"` ‘ ,411. 0.,A Addres D•seri tion'6 2' OwContract°e' 4 Side This Card Must Be Posted So It is Plainly Visible Froze The Street Until Final Inspection. INSPECTION RECORD Footing ' ' .. S A-93 1 YL C, 'ii - Foundation Jam, el ,O ?F — 'l. i., Underground Plumbing5 2 - tp, oriu Insulation ii'' --J Rough Plumbing v 0M Drywall / 2k93;71/—' Chimney & Vent Electric, Final (by State inspector) Gas Piping Final Elebtric Rough (By State Inspector). Septic Final 9_ .S--03 T/- Framing- (To include Roof in place and Windows and Doors installed). Notes.: ALL FISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -- WHETHER INTERIOR OR EXTERJOR, UNDERGROUND OR ABOVE GROUND. ,z THIS PERMIT IS NOT TRANSFERABLE 3 + P`�hone"384=5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APP'" • VE DDO NOT PESTROY TIrIIS CARD Dat By IFPLACED OUTSID ` - COVER WITH CLEAR PLASTIC