No preview available
HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address Nature of Work ... Building Permit Use of Building Owner Contractor NO. Ci( y —i 77-3(00 -66 —3 s774 - re saiJr /dc.9 Amount of Permit $ Telephone: (970)945-8212 GARFIELD COUNTY BUILDING PERMIT APPLICATION Garfield County (Glenwood Springs) Colorado Permit # 9(41 c Inspection Line: (970) 384-5003 Parcel / Schedule # �� t " fa--f&-)kir Job Address: N\..31 14 1\)E11\,‘ Cr e 1 4 c fl p L g f_,, S� 1d,...t� t., (�,y 4.9,r 1 T Lot P. Block #: Subdiv€sion/Exemption: 2. Owner: E 1,� �A Nl riA� •S'i1C! * Address: At) rA(4sb 1 p S c+ Ph: a,�� Wk Ph: ' S Contractor. ��� Address: Ph: Lic #. 4. Architect/Eng€neer: \ Address: ��� t L \�„ 40 kG p,,\„,....,_,%,.., Lic #: ),%"'(+3 5. Sq Ft of Building: i (4 ( Sq Ft of Lot: Height w�pv� r A # # o{{ Floors: `� c,1lt olic.^+l\,Sti 6. ( Use of Building) lr � Q t 5`.V .r.-4,1 -.`..7,M4-'-',4N:,..,',... (, rC k s' 7 [ Describe Work: \ wr o ri Q PTV— N`y\ ZY�\y A )3A 5 ,� 8 Class of Work: 45 New 0 Addition 0 Alteration 0 Move 0 Remove 9 Garage: 0 Single 0 Double Carport ❑ Single 0 Double 16 0 Driveway Permit 0 On Site Sewage Disposal (Septic) jfi Site Pian Valuation of Work $: Adjusted Valuation If ), s, Cil Special Conditions: 1 Ft \ - NB 'T-ci\. V, C 'N .A.� I \...‘ NOTICE A SEPARATE ELECTRICAL PERMrr IS REouiREDAND MUST se ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 18 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYSATANY TIMEAFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF THE PERMIT DOES NOT PRESUMETO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW ULA CONSTRUCTI OR THE PERFORMANCE OF CONSTRUCTION, 'C Ikd\ 1 \ \'' Date Plan Check Fee: 9 (0 0 r 74 I' Permit Fee: 332)5"- 7 Total Fee: 47 o Date Permit Issued: OCC Group: � 1 Construction Type: ] ,13 Zoning: ofO+,+ner,ContracmrorAuthorized Agent hay -read and understood notice above. w l i ,r/ Setbacks: anufactured Horne: SLIM a. Depa + entAP 1ovalfDate Planning �r ISDS # & Fee:: AGREEMENT PERMISSION IS HEREBY ORANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDIORTHE AGENT OF THE CONTRACTOR -, CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES 70 COMPLY WITH ALL BUILDING USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN 1N 30.28.201 CRS AS AMENDED. FURTHER AGREES THAT IF THE ABOVE SA1D ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, AND USE OF -THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE Aron TI-1PPF IT 5.1-4.41 I 1 RI=C.0 MP NI 11 I 411,3f1 ',min THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE n1 T1 -4I5 .11 €RICflrr ..Tinct THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION REST SPECIFICALLY WITH ;If 113 MPD f,Alf 1,,,NAlCO ('41RAIACAF3Q AOC IAITCAIr1Cf1 Til PC r,(13,IGCDI/ATR/C Aron IA1 e{ IO0/1DT flC TUC' nwM1/AICOQ IAITCDCOT Galhlrm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL) OR OWNER TO THE BUILDING CODES AND LAND THE SIGNER ERECTION, CONSTRUCTION COUNTY AND THAT THEN BUILDING OFFICIAL FROM FROM PREVENTING OR REGULATION NOT CONSTITUTE AN DISCREPANCIES. THE THE ARCHITECT, DESIGNER, 614 The following items are required by Garfield County for a fmal 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; S. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICA lb OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I" understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature Bpcont082002 Date GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. 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 appropriatelyandto submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 40% or more on properties must be show on site plan. Yes ,X 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only" "For permit issuance only" or similar language? Yes )< 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 X. 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 'X. 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 Y. No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered 2 fou dation plan for this building? Yes No Not necessary for this project Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project )( 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes 5( No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloa s, (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 Toads 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 )c 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 iC No_ Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ) No Not necessary for this project 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition me sured at mid span between the ridge and the eave down to existing grade contours?( \ �.i ease e� V6\4:13,si �� �'�viw4 qi'k\c\vwl45, 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 11 certifications or Phase 0 EPA certification? Yes No X Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the U iform Building Code Chapter 31? Yes No X Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? YesNo Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural Tight and ventilation for all habitable rooms? \ / Yes No Not necessary for this project �c 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 enclosu es and specify safety glazing for these areas? YesNo Not necessary for this project 22. Do the plans include a complete design for ail mechanical systems planned for installation in this building? Yes X No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occ pancy as identified in the Uniform Building Code Table 5-A) Yes X No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated 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 ation? 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 4 30. Does the pian accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 31. Do you understand that approval for design and/or construction changes are required rior to the implementation of these changes? Yes No 32. Do you understand that the Building Department will collect a"Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes ` 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 Occupancy and occupancy of the budding? Yes k 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 X No 35. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 9 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 Department at 625-8601. Yes X No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time Qf inspection. Yes 7C 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 issuance of the building permit? Your attention in this is appreciated. Yes '14, No 5 1 hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Date a\-31 Phone:110-21CrCS- (days); \ (evenings) Project Name: E.6sNt° ( �' �' S`[� 5 0y„, Project Address:- kk C V CS* , R)3L) �-k).6)- If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official priorto beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. if you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy' not being issued. Bpcomm 04/02 6 PLAN REVIEW CHECKLIST Applicant Xi C&,ia Building t- Engineered Foundation ;Lir,/(Driveway Permit •--(urveyed Site Plan ia2Septic Permit and Setbacks trade/Topography 30% Attach Residential Plan Review List k.„--olrnimunx Application Questionnaire 'Subdivision Plat Notes Fire Department Review . aluation Determination/Fees Date 3 L.. -wed Line Plans/Stamps/Sticker VAttach Conditions t✓ Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 1 30ft Stream Setbacks Flood Plain Building eight Zon g Sign -off ad Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes No Job Address Owner Contractor ieLeytt ,5-4)-t.,..-64.fit y41 -6,2,r_ !J8 _ IIING PERMIT ARD 11. Assessor's Parcel No Setbacks: Fron Rea Soils e4,1p._. Footing F unr..ation 0' .145 Address Address Phone # RH LH Zoning INSPECTIONS Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping ile4A4.t1 leo og /011k - NOTES Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Final "x"7'7 ' /Checklist Completed? ?---6"---16 Certificate Occupancy # (05 (03 Date F)• 3• ! a Septic System # Date Final Other (continue on back) BUILDING.PERMIT GARFIELD COUNTY, COLORADO Date IssuedZoned 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 IMMEDIATELY BECOME NULL AND VOID. Use C 1Z Address or Legal Description Owner Setbacks Front Side Side This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD • Footing Foundation's:At'.1 < ;7 95 K.11 J. fie U V A Underground Plumbing Rough Plumbing Chimney & Vent Gas, Piping Framing (To include Roof in place and Windows and Doors installed). Insolation Drywall Septic Final • Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC Corporate Office 18933 Aldine Westfield Houston, Texas 77073 Tel (281) 443-9065 Fax (281) 443-9064 Toll Free (888) 467-4443 December 17, 2004 RIGID S.O. NO.: CUSTOMER: ADDRESS: END-USER: JOBSITE: COUNTY: BUILDING END-USE: BUILDING: "A" RIGID Btitd.DING SYSTEMS 23883 Phil Vaughan Construction Management 1038 County Rd. 323 Rifle, CO 81650 Encana Oil and Gas 792 Buckhorn Dr. Rifle, CO 81650 Garfield Compressor Storage Rigid Frame (Fully Enclosed) Western Sales Office 10 Inverness Drive East, Suite 101 Englewood, CO 80111 Tel (303) 799-4579 Fax (303) 799-4803 Toll Free (800) 658-2885 Span Length Low Side Eave Height Roof Slope Bay Spacing 58'-0" 230'-0" 23'-6" 0.5:12 2 @ 17'-6", 1 @ 21-0', 2 @ 17'-0", 1 @ 25'-6", 2 @ 19'-10'/2" 1 @17'-3", 2 @ 19'-10'/", 1 @ 17'-9" Gentlemen: This is to certify that the above structures were designed in accordance with the A.I.S.C. Specification for Structural Steel Buildings -- Allowable Stress Design, 9th Edition, 1989, the A. I.S. I. Specification for the Design of Cold -Formed Steel Structural Members, 1996 Edition, 1st Printing June 1997, A.W.S. 01.1-98 Structural Welding Code -Steel and A.W.S. D1.3-98 Structural Welding Code — Sheet Steel and generally accepted engineering practices. Loads applied to design the building/s are no less than the requirements prescribed in the order document and the design satisfies the requirements of the 2003 International Building Code. Dead Load metal building structure only as furnished by RIGID Wind Load 90 mph, IBC '00, Exp. "C", Imp. Factor = 1.0 Live Load 40 psf (Primary Framing) w/o Tributary Area Reduction Live Load 40 psf (Secondary Framing) Ground Snow Load 57 psf, Exp. Factor = 1.0, Imp. Factor = 1.0 Roof Snow Load 40 psf Seismic Load .. Ss=0.3861,Si = 0.085, Imp. Factor =1.0, Coefficient = 0.580 Collateral Load 0 psf Other Loads/Requirements Exhaust fan = 400 #each Inside Clearance = 21'-2" Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above loads comply with the requirements of local regulatory authorities. This Letter of Certification covers only the steel building and its components furnished and fabricated by Rigid Building Systems facility in Houston, Texas and specifically exclude accessories, anchor bolts, foundation, masonry, or general contract work including erection certification. Sincerely, Professional Engineer COLORADO STATE ELECTRICAL BOARD 1580 Logan Street) Suite 550 Denver, CO 802034941 Clk,Cz if 6N/0 inspection Report PERMIT #: 637970 Permit Holder: BRAD HASLEM, INC. P 0 60X1848, VERNAL Phone: (435) 789-5252 •Site East Mamm Creek Rifle, Owner: Encana Oil and Gas Status : Accepted Inspection type: Final NEW COMMERCIAL COMMERCIAL NEW Date Inspected: 04/15/2008 84078 Fax: (435) 789-7782 Email: branden@bhi-ut.com Garfield county, Phone: Partial inspection:N Trim Permit:N Inspector: Cyrus Tuchscher 970-625-5085 Corrections: 1) Corrections all addressed and repairs made 2) Electrical Final OK Comments: 11-5-05 :T SLOPE TESTING & INSPECTION 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Andrew Schwailer Building Official 108 8th st., Suite 201 Glenwood Springs, CO 81601 Page 1 of 1 Please find enclosed special inspection report for East Mamma Creek Compressor Building. Thank You; Doug Young 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 I Date: 10-13-05 Project: Compressor Building Address: East Mamma Creek Rifle, CO Building Permit No: 9410 General Contractor: Phil Vaughan Const. Inspection of shop fabrication or field work at job site: Field Report: Reinspected the high strength bolting noted on report #2 at the main frame & angle brace connections. Verified that the field welding had been completed at the bar joists & joist tail angle bracing. To the best of my knowledge this completes the special inspections of the structural field welding & high strength bolting as described in reports 1 thru 3. To the best of my knowledge the structural welding & high strength bolting 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 Page 1 of 1 Andy Schwaller From: Mike Morgan [mimorgan@riflefiredept.org] Sent: Friday, March 25, 2005 10:12 AM To: Andy Schwaller Cc: Phil Vaughan Subject: Compressor Station Here are our comments and thoughts on the East Mamm Creek Compressor Station. 3/25/2005 March 25, 2005 Garfield County Building and Planning 109 8`h Street Glenwood Springs, Colorado 81601 Attention: Andy Schwaller Reference: East Mamm Creek Compressor Station Andy: The District has reviewed the proposed East Mamm Creek Compressor Station. In this review, it appears that the occupancy could be classified as a F-1 or an H-2. The District recognizes that this structure is a unique operation and is taking a common sense approach to application of the codes and to establish reasonable protection standards. It is our understanding that the building will have very limited occupancy and that "fire -eyes" and gas detection equipment is being installed to provide shut -down in the event of a malfunction. The reality of this type of operation is that the only method for fire suppression is fuel removal. With this in mind and with the supervisory systems already being installed we are not going to require an automatic fire suppression system. As the building and contents are non-combustible, fire department operations in the event of an emergency will be to insure that the gas running into the building is turned off and focus on exposure protection 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 Wto Date: 7-27-05 Project: Compressor Building Address: East Mamma Creek Rifle, CO Building Permit No: 9410 General Contractor: Phil Vaughan Const. Inspection of shop fabrication or field work at job site: Field Report: Observed some of the high strength bolt tightening in process at the main frame connections on the North End of the building using the turn of the nut method with match marking. Visually inspected the field welding at most of the bar joists to the math frame rafters. The welding inspected above appeared to be as shown on the drawings and appeared to meet the quality requirements of the AWS D1.1 Structural Welding Code except for a few bar joists that needed welded in addition to the OSHA safety bolts that were installed at these connections. It appeared that the high strength bolts were being properly tightened using the turn of the nut method. 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: 7-29-05 Project: Compressor Building Address: East Mamma Creek Rifle, CO Building Permit No: 9410 General Contractor: Phil Vaughan Const. Inspection of sho # fabrication or field work at job site: Field Report: Visually inspected the high strength bolting at the main frame, portal frame, end wall, and angle bracing connections. The high strength bolting inspected above appeared to be of the correct size & grade and appeared to be properly tightened using the turn of the nut method with match marking except for three main frame to rafter connections that had been missed at one side and some bolting to fix at the angle X bracing. The steel erector was made aware of these items and they will need to be reinspected along with some welding that was not yet completed at some bracing angles & bar joists. Inspector/Technician: Douglas E Young Feb 03 05 01:07p 01/14/2005 21:36 970-704-0313 SOPRIS ENGINEERING Denise & Philip Vaughan 970-G25-4522 p- 1 PAGE 03 EAST MAMM CREEK BU D NG C NTERLINE ALIGNMENT mad, MP Y sue ry',AAIIW I/s s71-01 FM' =MR* UM" Whirr aIeroprr woo nifty !C/iy.r •T Maw R wroincnve Lit /IMP ""c---Pal.a116121CMICe .r tea' —5902 ar4o^as" ! 26167,..33" • moron' aAf r rSteosinterAUCla OM MI. MUM CoKfa o q c3 \ rums 4i10 rr ap.ca Grp L: yam- y as-s�-wa7ar [at c7a - toM1pRxoo woo SLIMY *MO ` w 7Yin rohv►r or inwor rt +dwei4 95 mu —J aims 111 FE rlrjc O -5.;O., ,61-604(1 P4 TLA friar nn LOOP wrre 0,-Coqc SOPRIS ENGINE RI G - LLC OWL CONSULT 502 MAIN STREm; 5 IDE A3 CARBONDALE, COL RAD r 61023 (970) 704-031 SCALE" 1'=100' EAST MAMM. CREEK BUILDING CENTERLINE PROFILE 5930 5920 5970 5900 5890 DATUM ZLt;'V 58BD_ AO 0 Ni .71 v) 1 2+00 3+00 4+00 5+00 6+00 SOPRIS ENGIN) RING -- LLC CIVIL CONSULTANTS 502 MAIN STRUT. sum A3 CARRONDAL, COLORADO 81823 (970) 704-0317 7+00 sssa+pr- carol ,anc +^s/ors 5930 5920 5970 5900 5890 Feb 03 05 01:07p 01!14/2805 11:36 975-704-0313 SOPR1S Lt IN i kINic_ Denise & Philip Vaughan 970-625-4522 rsaut nc p.2 • t r t .7 A Pl0R"592 .1 r • [ , = r 10 #E i tuPoi A TT , 592427 r J LONER R LONER STA: 2442-55 I 0T SLAB01 2-55 .Ea,EV: .50 r : a.. TOP OF 57 55ter, SLAB fB 99' 1s'- AF'P$ »Th A1E ,, r TING GRADE -grA: ___25 i_Gemail 111 J 1 35 I MURAL -NI • A^ 44-07 GRADE AT OF' SIAM t 5.5 fifVw (C9 AYG, �ATi01Y NA iJRAL 1F. 5900:12 Mi)IAs) THROtal :.,• .r• SCALES: AT,IFL4L ,� STA OATADE OF BUILDING 2+2245 Al BEV V NORTH 589649 . NOKNINTAL VERTICAL 1_4-10-o• T =10' I daG➢ AT a. A7E or 11N+E# . CR r r» to u/1 _ E.% h ° 1 al as , r 03 ami 411 a .. sn L rh cin an k] b, : A tn al to aV ti as �s u1 w 591#.8 1 2+00 3+00 4+00 5+00 6+00 SOPRIS ENGIN) RING -- LLC CIVIL CONSULTANTS 502 MAIN STRUT. sum A3 CARRONDAL, COLORADO 81823 (970) 704-0317 7+00 sssa+pr- carol ,anc +^s/ors 5930 5920 5970 5900 5890 Feb 03 05 01:07p 01!14/2805 11:36 975-704-0313 SOPR1S Lt IN i kINic_ Denise & Philip Vaughan 970-625-4522 rsaut nc p.2 Corporate Office 18933 Aldine Westfield Houston, Texas 77073 Tel (281) 443-9065 Fax (281) 443-9064 Toll Free (888) 467-4443 December 17, 2004 RIGID S.A. NO.: CUSTOMER: ADDRESS: END-USER: JOBSITE: COUNTY: BUILDING END-USE: BUILDING: "A" RIGID 23883 Phil Vaughan Construction Management 1038 County Rd. 323 Rifle, CO 81650 Encana Oil and Gas 792 Buckhorn Dr. Rifle, CO 81650 Garfield Compressor Storage Rigid Frame (Fully Enclosed) Western Sales Office 10 Inverness Drive East, Suite 101 Englewood, CO 80111 Tel (303) 799-4579 Fax (303) 799-4803 Toll Free (800) 658-2885 Span Length Low Side Eave Height Roof Slope Bay Spacing 58`-0" 230'_0" 23'-6" 0.5:12 2 @ 1T-6", 1 @ 21-0', 2 @ 17'-0", 1 © 25'-6", 2 @ 19'-10'/e, 1 @ 1 7'-3", 2 @ 19%101,4 1 @ 17%9" Gentlemen: This is to certify that the above structures were designed in accordance with the A.I.S.C. Specification for Structural Steel Buildings — Allowable Stress Design, 9th Edition, 1989, the A.1.S.I. Specification for the Design of Cold -Formed Steel Structural Members, 1996 Edition, f Printing June 1997, A.W.S. D1.1-98 Structural Welding Code -Steel and A.W.S. D1.3-98 Structural Welding Code — Sheet Steel and generally accepted engineering practices. Loads applied to design the buildingls are no Tess than the requirements prescribed in the order document and the design satisfies the requirements of the 2003 International Building Code. Dead Load metal building structure only as furnished by RIGID Wind Load 90 mph, IBC '00, Exp. "C", Imp. Factor = 1.0 Live Load 40 psf (Primary Framing) w/o Tributary Area Reduction Live Load 40 psf (Secondary Framing) Ground Snow Load 57 psf, Exp. Factor =1.0, Imp. Factor = 1.0 Roof Snow Load 40 psf Seismic Load Ss=0.3861,Si = 0.085, Imp. Factor =1.0, Coefficient = 0.580 Collateral Load 0 psf Other Loads/Requirements Exhaust fan = 400 # each Inside Clearance = 21'-2" Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above loads comply with the requirements of local regulatory authorities. This Letter of Certification covers only the steel building and its components furnished and fabricated by Rigid Building Systems facility in Houston, Texas and specifically exclude accessories, anchor bolts, foundation, masonry, or general contract work including erection certification. Sincerely, Professional Engineer Jan 25 05 OS:32p Denise & Philip Vaughan 970-825-4522 Project Information Project # Arch. Project Title Address 163-03 gnGana- East Mamm Creek Compressor Station City, State, Zits Rifle, CO 81650 Country USA p.l Tran srnittat Trans. # 01541 Issue Date 01/14/2005 CL v Sender Faxsimile Subject East Mamm Compressor Station From Contact Company Address Philip Vaughan Phil Vaughan Construction Management, Inc. 1038 County. Road 323 City, State, Zip Rifle, CO 81650 Country Phone Fax USA 970-625-5350 970-625-4522 Copies Submit Resubmit Return Copies For Distribution Copies For Approval Corrected Prints To Contact Steve Hackett Company Garfield County Building & Planning Departme Address 106 8th St. City, State, Zip Glenwood Springs, CO 81601 Country USA Phone 970-945-8212 Fax 970-384-3470 Remarks Steve, l am completing the design work on this building and wanted to review over our methodology for determining the maximum building elevation of 25' at the midpoint between ridge and eave. l will contact you to discuss your thoughts on this. Thank you in advance for your assistance Sincerely, Phil Vaughan ransrnittal4 Re s item Description Sopris Engineering- Plan and Profile Friday; January 14, 2005 Transni fitted. -For Review and Comment Page 1 of 1 Jan 25 05 05:32p Denise & Philip Vaughan 970-625-4522 01/14/2005 11:36 970-704-0313 SARIS ENGINEERING PA6E 03 p.2 EAST MAMM. CREEK BUILDING CENTER CSaila oa.m saw r saw cry �cMlsr. r/a ,as -ala xoF.-�wAa is S ISM' T valasociat LS, MPS INE ALIGNMENT L"LR:Rf.�7M m QlIZ014 '�- i \\ ggealtg Se UR Ar -ter'" ,nT NCRs. sesen-Ivw t...4;rizs-me-esok ass ass INSS 17/14S017 By Woo* * ersesor (°l 99g16Y Aalgia R�nR �eee mane NMM 4 fjn-rppx _6(5 ��....... .. YRS a7rw wn xcal. wit soPRIS ENGIN.EERU n'APCS johJ , G - LLG OWL CONSULT 502 EOM STREET, STATE A3 CA1iBONDALE. COLORAD? 01623 0970) 704-0311 SCALE: 7"=7010' a Jan 25 05 05:33p Denise & Philip Vaughan 970-625-4522 01114/2005 11:36 971-704-0313 SOPRIS ENGINEERING PAGE 02 P.3 EAST MAMM CREEK BUILDING CENTERJJNE PROFILE 5930 5920 5910 5900 5550 DATLIAI apr 5800.00 fao 2+00 3+00 4+00 51-00 SOPRIS ENGINEERING - LLC CIVYL CONSUL?ANIV 502 MAIN =Err. SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-03/7 6+00 7+00 241 nt x-CtXdn D 1114A4 `#1 EL"VAA0W-5925.47 E rabble ELEVA-now-59241 W auE itr]PiaN r i 4TA: 2+22.55 ELEY. 5: r .50 bili s? TiW Cf 699° 3")� AT PROXpIisATE & 4 Or I O. OWL> flNQ CRAVE M IINdA1 ,f$01{N4 giriFAOF I I MAMMAL NORTH GRADE OF AT EN/LOAM . (1 -,. EV TION 590012 UGH U$ TEEING s 34 , AIWA SSD STA. BADE OF BUILDING 2+22.55 A T SLEW' NORM 5696.89 OF MOM EXISTING GRADE Ir I 6.) Y 50 A‘f-lioR�TAL S+ERIICCL 1.-109" 1-24 ' APPRdJMATE AT C!. ago Qti m cv 0, -r eo Fr u) 'I u1 *4 C*4 v`�, t` zcn AI rri 2+00 3+00 4+00 51-00 SOPRIS ENGINEERING - LLC CIVYL CONSUL?ANIV 502 MAIN =Err. SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-03/7 6+00 7+00 241 nt x-CtXdn D 1114A4 Garfield County Building and Planning 108 8th Street Suite 201 Glenwood Springs, CO 81601 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Project Name: Compressor Building Address: Occupancy: F-1 Construction: II -B Date: March•7, 2005 Contractor: Designer: Engineer: 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 FRONTAGE INCREASE: Perimeter of the entire building = 172 feet. Perimeter which fronts a public way or accessible open space = 90 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 18.221; for frontage increase. -- Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Industrial Area F-1 ok 13340 18324 TOTAL FOR FLOOR 13340 18324 BUILDING TOTAL 13340 18324 -- Sec. 503, 504, 506 and Table 503 The actual height of this building is 25.0 feet. PROPERTY DESCRIPTION: North Side has a property line. East Side has a property line. South Side has a property line. West Side has a property line. - Distance - Distance - Distance - Distance 0.73 0.73 0.73 to property line to property line to property line to property line ok ok ok 50.0 = 50.0 = 50.0 = 50.0 Page # 2 Code review for: Project Id.: Compressor Building Address: 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 F-1 0 -hr 0 -hr NL/NL EAST BRG NON WALL BRG 0 -hr 0 -hr The exterior walls are required -- Sec. 602.2 Projections from -- Sec. 704.2.1 Exterior walls are required to 1. From Both sides when fire 2. On the interior side only -- Sec. 704.5 OPNG% UP/PR NL/NL to be SOUTH BRG NON OPNG% WALL BRG UP/PR 0 -hr 0 -hr NL/NL WEST BRG NON OPNG% WALL BRG UP/PR 0 -hr 0 -hr NL/NL of NONCOMBUSTIBLE material. exterior walls shall be of noncombustible material. up/Pr = NL NP be fire -rated for exposure to fire: separation is 5 feet or less. when separation is greater than 5 feet. 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 1hr 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 No fire protection requirements for openings. Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. -- Table 704.8, Note: g. * = 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 required to be fire -resistive. Exception 3: If roof construction is 2 -hour fire -resistive and of noncombustible construction, a parapet wall is not required. Code review for: Project Id.: Compressor Building Address: FIRE RESISTANCE RATINGS MATERIAL Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Page # 3 FOR BUILDING ELEMENTS RATING NOTES 0 hour 0 hour 0 hour Note 5 0 hour 0 hour , 13 None Table 601 NOTES: 5. Fire -retardant treated wood shall be permitted in: A. Nonbearing partitions where the required fire -resistance rating is two hours or less. -- Sec. 603.1, 1.1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only and do not establish a corridor or serve an occupant load of 30 or more may be: A. constructed of fire retardant treated wood B. one hour fire resistive construction C. wood panels or similar up to six feet in height. -- Sec. 603.1, Exception 8 13. Fire -retardant --treated wood shall be allowed in buildings including girders and trusses as part of the roof construction. -- Table 601, c.3. OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2 No occupancy separations required. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Industrial Area TOTAL FOR FLOOR 133 2 26.6 No N/A 133 2 26.6 No N/A Out Out FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 Code review for: Project Id.: Compressor Building Address: NOTES FOR EXIT TABLE Door swing is Occupant load Exit width is Width shown Width shown Width For For For Exits the exit discharge. -- Sec. 1003.6 Page # 4 based on Section 1008.1.2 isbased on Section 1004 and Table 1004.1.2 in inches and based on Section 1005.1 & Table 1005.1 all areas is based on other egress components. 1st floor is based on other egress components. other floors & basements is based on stairways. width of doors, see Section 1008.1.1. width of corridors, see Section 1016.2. width of stairways, see Section 1009.1. be continuous from the point of entry into the exit to for for shown for the minimum the minimum the minimum shall EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1 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 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 Page ## 5 Code review for: Project Id.: Compressor Building Address: Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group 3, 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. 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 Fl is 200 feet. -- Table 1015.1 Page # 6 Code review for: Project Id.: Compressor Building Address: ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. -- Table 1505.1 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 80 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 aheight 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 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 and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. -- Sec. 1210.2 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. Page # 7 Code review for: Project Id.: Compressor Building Address: 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.