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Home My WebLink AboutApplication-PermitGarfield County I NO. 10548 Building & Sanitation Department . '--------....J 108 tfh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 JobActctressb3'7S C.Je:_ ?6~ ~G t/bSD (tfqOMr~)fJOJLa.J /d.B-I Nature ofWork Building Permit f)tu~~ d 1?1-13 <{ -0 0-d IJ S . I UseofBuilding ))f{L {JJ~~ owner ,f}c~ ~3( Gocc 7/cr~~ ~ rJ ;iy Contractor~ 6~ · Amount of Permit$ Lf,Jq {. 57 Date M S/ ~01) 1 7 . - Clerk f · ~Jl'Z:f1 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945~8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 Permit No: _______ _ A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. TI-IIS PERMIT BECOMES NULL AND VOID IF WORK OR CONS'i'RUCT!ON AUTHORIZE:D IS NOT COMMENCED WITHLN 180 DAYS, OH, IF , CONSTRUCflON OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE HEAD AND EXAMINED THIS APPLICATION AND KNOW THE SAl\1E TO BE 1RUEAND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TI!PE OF WORl{ WILL BE COMPLETED WITHIN WI-!ETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y TO VlOLATE OR CANCEL TI..J:E PROVlSIONS OF ANY O'ffiER SfATE OR WCAL lAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CO!'§.lt<UCT!ON. I, ') --~ -I Parcel/Schedule No: 0"-.. :t...l ---.,-----'--- !) t tt-· }Z54 -co -;;.o-;> i:Z..."io Lie. No. No. o Remove Site Plan Adjusted Permit Fee: '2.--lo 60 q ~ Dated ConsL Fee: AGREEMENT PERMISSION IS HEREBY GRAl\'TED 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 SUBMITIED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF TI·US PERM:IT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGUlATIONS ADOPTED BY GARFIELD COUNTY PURSUANI'TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED Willi IN THE LCOATION, ERECI10N, CONSfRUCTION, AND USE OFTI·IE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL PROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WI"IEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAITER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD CO UNIT FOR ERRORS, OMISSIONS OR DISCREPENCIES. TilE RESPONSI BILITI FOR THESE ITEMS AND IMPLEMENTATION DURJNG CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER. AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TI·IE OWNERS LNTEREST. ~ ~-~~E~e ----JA-4..! !-!ERE,.~.;~~:~~ 'f7:f Jl'; tREAD AND UNDERSTAND THE AGREEMENT ABOVE IIN!T!AL;iJ.tff'"'-~~ C(c t(,T6 u·= F I '/ ff i<Jiq.q"'( $ ;;t3?).(;,3 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. 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. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit# _____ _ 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. 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·t&Mi tan proceed. Other plans that are iri 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. 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 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: 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 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 final plat with the proposed structure located within the envelope: Yes , .. 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes -· · .· No Not necessary for this project __ _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes~ 2 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? i Yes No __ . Not necessary for this project N(l} R l Fl6 Src,<-AJ£/L. P>t,.j.J') t<J ll fe;.e--· 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",~pr6val drawings only", "For permit issuance only" or similar language? Yes No__ Not necessary for this project __ _ 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_L_ No__ Not necessary for this project __ If the building is a pre-engineered structure, is there a stamped, signed engineered found~.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 tJ 4 Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? , 1 Yes__ No__ Not necessary for this project~tf I Do the plans include design loads as required under the IBC or IRC for roof snow loads, (a minimum of 40 pounds per square foot in GarfieJ,.d County)? Yes__ No__ Not necessary for this project-fit-4-- Do the plans include design loads as requ.ired for floor loads un~.{4the IBC or IRC? Yes__ No__ Not necessary for this project AJ · Does the plag include a building section drawing indicating foundation, wall, floor, and roof construction? Yes.// · No__ Not necessary for this project __ Is the wing,..speed and exposure design included in the plan? Yes_L No__ Not necessary for this project __ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? · Yes /... No__ Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connectipn of all columns and beams? Yes_L_ No__ Not necessary for this project __ 16. Does the elevatiop plan indicate the height of the building or proposed addition from the undisturb~..gt~de to the midpoint between the ridge and eave of a gable or shed roof or the top ¢"a flat roof? (Check applicable zone district for building height maximum) YesL_ No__ Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model an(j.Colorado Pha~e II certifications or Phase II EPA certification? "/"' Yes__ No /' Not necessary for this project __ 18. Does the plan include a maspnryfireplace including a fireplace section indicating design to comply with the ~IRC? . Yes__ No__ Not necessary for this project __ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements. comply with the requir;~ents of the IBC or IRC? Yes__ No__ Not necessary for this project N 20. Does the plan include a window schedule or other verifi.cation that windows provide natural light and ventilation for all habitable rooms? .• Jl .. Yes__ No__ Not necessary for this project~ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? 1 Yes__ No__ Not necessary for this project AJI 1/- 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? YesL No Not necessary for this proj?ct __ _ 23. Have all areas in the building been accurately identified for the intended use? (Occup~"'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 j Yes__ No__ Not necessary for this project_N_,_r J:t ' 4 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. Is the !ocati9rt of all natural and liquid petroleum gas furnaces, boilers and water heaters indicateq .. 6n the plan? · Yes_]£_ No__ Not necessary for this project __ Do the plans indicate the location and dimension of restroom fac.ilities and if more than four emp~ees and both sexes are employed, facilities for both sexes? Yes_/_ . No__ Not necessary for this project __ Do the~lans · dicate that restrooms and access to the building are handicapped accessibl . Yes__ No__ Not necessary for this project __ Have two (2) CGrfiplete sets of construction drawings been subrrfitted with the appli~rtf Yes__ No __ Have you desig!].ed or had this plan designed while considering building and other cons?!Y"rode requirements? · Yes No__ Not necessary for this project __ Does the plan.accurately indicate what you intend to constru<;t and what will receive a final insp_9etion by the Garfield County Building Department? Yes_/_ No __ 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 Zoning Re.§.Ql'iition for setbacks. Yes / No __ _ Do you un.derstand that approval for design and/or construction changes are required prior ~rfiplementation of these changes? · Yes__ No __ 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 a~L'~S=~System" or "Road Impact" fees required, at the time you pick up your build~ ... .it? Yes__ No __ ·Are you aware that you are requited to call for all inspections required under the IBC including approviil on a final inspection prior to receiving a Certificate of Occupancy and oc~6f the building? Yes__ No __ 5 35. 36. 37. 38. 39. 40. 41. 42. 43. Are you aware that the Permit Application must be signed by the Owner or a written authority be giyen for an Agent and that the party responsible for the project must comply with th_iyrnfurm Codes? Yes_·_ No __ 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 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Are you aware)hat requesting inspections on work that is not ready or not accessible will resul!)if"a $50.00 re-inspection fee? Yes_/_ No ___ _ 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 ~:~artment at~~5-86?I. tJ/rt &K~f c£wi~ (}p A J~jJ,;pp:) 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 requirej..atiime of inspection. Yes ~No. _____ _ 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 submitt~e building permit application? Your attention in this is appreciated. Yes . No ___ _ Do you know that the local fire dis_\l:i&ttnay require you to submit plans for their review of fire safety issues? Yes ___../" No (Please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuap.ce of a building permit that you will be required to obtain a grading permit]..------·/ Yes __ ;../ __ Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prep~the plans and specifications for the project. Yes IL.._ No Not Necessary for this project ______ _ kf\J Q f AJ re,:ce_ ~"1tt /y\ prE!) 6 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. s;~flalf .·· ./ . . B.37 Phone:f7!' ~---2..-(days); _________ (evenings) Project Name:__:::c.))_J-I_L ___ g_·· _·l.?_r_rJ,'-".""T9'---_-__ --. _ Project Address: U );;z. ····· _B--.j . ¥:?~£. ~~ / Note: . ? tp Date If you answered "No" on any of these questions yon may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays iri issuing the permit are to be expected. Work may not proceed without the issuance of the pennit. *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 April 2006 7 PLAN REVIEW CHECKLIST Applicant T o~V\ SM Date L~21o -o 'I Building Planning/Zonin 4Engineered Foundation ,/Driveway Permit 1,:::-_x, sh"'- ~Surveyed Site Plan ~Septic Permit and Setbacks L GradefTopograpby 30% ~Attach Residential Plan Review List /Minimum Application Questionnaire ~Subdivision Plat Notes +Fire Department Review L Valuation Determination/Fees __ Red Line Plans/Stamps/Sticker ~Attach Conditions ~Application Signed dPJan Reviewer To Sign Application _0arcei/Schedule No. __¢ 40# Snow load Letter-Manf. Hms. L_ Soils Report GENERAL NOTES: __ R ad Impact Fees OAIDRC Approval radefTopograpby 40% --f Ianning Issues Johnson-Carter Architects, P.C. 136 East Third Street, Suite B Rifle, CO 81650 (970) 625-0580 Plan analysis based on the 2003 International Building Code Project Number: .0706A-DHL Project Name: DHL Distribution Facility Address: Garfield County Airport Date: June· 11, 2007 Contractor: Tally Ho Const. Occupancy: S-2,B Construction: III-B Architect: Johnson~Carter Arch. Engineer: Report By: 2003 International Building Code 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 = 462 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 20 Allowable area increased 50.0% for frontage increase. Sec. 506.2 462 feet. FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 1 Office B ok 530 28500 0.02 ok 1 Warehouse S-2 ok 8500 28500 0.3 ok TOTAL FOR FLOOR 9030 28500 0.32 ok BUILDING TOTAL 9030 28500 0.32 ok --Sec. 503, 504, 506 and Table 503 Allowable area and height calculations are based on the most restrictive use. Different uses are not separated by fire barriers. --Sec. 302.3.1 The actual height of this building is 20.0 feet. The maximum height of this building is 55.0 feet. --Table 503 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport PROPERTY DESCRIPTION: North Side has a property line. -Distance East Side has a property line. -Distance South Side has a property line. -Distance West Side has a property line. -Distance Page # 2 to property line to property line to property line to property line EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH occ BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG 20.0 20.0 = 20.0 20.0 WEST NON WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG OPNG% UP/PR S-2 2-hr*l-hr*25/75 2-hr*l-hr*25/75 2-hr*l-hr*25/75 2-hr*l-hr*25/75 B 2-hr*l-hr*25/75 2-hr*l-hr*25/75 2-hr*l-hr*25/75 2-hr*l-hr*25/75 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 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 fo~ openings. NP Openings are not permitted in this wall. Page # 3 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport * 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 4: A parapet wall is not required on 1-hour fire-resistive exterior walls provided: ELEMENT 4.1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than 1-hour fire-resistive for a minimum width of 10 feet from the inside of the exterior wall. 4.2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than 1-hour fire-resistive. 4.3 Openings in the roof shall not be located within 10 feet of the exterior wall. 4.4 The entire building shall be provided with not less than a Class B roof covering. FIRE RESISTANCE RATINGS MATERIAL FOR BUILDING RATING ELEMENTS --Table 601 NOTES Structural Frame Interior Bearing wall Interior nonbrg wall Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Any Any Any Any Any Any 0 hour· 0 hour 0 hour 0 hour 0 hour None NOTES: PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: Page # 4 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. --Sec. 712.3.2 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. Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport Page # 5 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. 7-Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the fl.oor penetrated. --Sec. 712.4.1.2 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. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712.4.2 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 pr·event the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 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. DUCTS AND AIR TRANSFER OPENINGS --Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716.5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers --Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions 4. Fire partitions --Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport DRAFTSTOPPING: Page # 6 If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 square feet. --Sec. 717.4.3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. --Sec. 717.4.1.1 OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2 Uses are not separated by fire barriers. The construction of the building is based on the most restrictive use. --Sec. 302.3.1 SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --1 hour Rooms with any boiler over 15 psi and 10 horsepower --1 hour Refrigerant machinery rooms --1 hour Incinerator rooms --2 hours NOTE: An automatic sprinkler system is required Storage rooms over 100 square feet --1 hour Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB occ MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING 1 Office 1 Warehouse TOTAL FOR FLOOR AC5 17 17 1 1 1 1.0 3.4 3.4 No No No N/A N/A N/A N/R N/R N/R 5 NOTE: Areas with 'AC' before the number of occupants is being treated an accessory use area. This area is only used persons who occupy the main areas of the building. The occupant load of this area is not included in the total occupant load for suites, floors, or the building. FOOTNOTES: 5. One exit is based on compliance with Section 1018.2, #3 6. One exit is based on compliance with Section 1018.2 and Table 1018.2 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Page # 7 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 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. Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport ADDITIONAL DOORS: Page # 8 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 S2 is 300 feet. --Table 1015.1 The maximum travel distance in Group B is 200 feet. --Table 1015.1 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: 1. The roofing on this building is required to be Class C. --Table 1505.1 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport AUTOMATIC SPRINKLER SYSTEMS --Sec. 903 Page # 9 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an aut'omatic sprinkler system is required. --Sec. 903.2 .10. 1 Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction thereof. --Sec. 903.2.10.1 An automatic sprinkler system shall be provided throughout buildings used for storage of commercial trucks or busses when the fire area exceeds 5000 sq.ft. --Sec. 903.2.9.1 STANDPIPE AND HOSE SYSTEMS --Sec. 905 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 othe~ 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 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport CEILING HEIGHTS: Page # 10 Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 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 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 ADDITIONAL REQUIREMENTS: For S-2 occupancy For B occupancy Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport ACCESSIBLE FACILITIES: Page # 11 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 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 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 I)lounted 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 # 12 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport 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 FIXTURE COUNT TABLE: NAME NUMBER RATIO WATER CLOSETS OCC M/F MALE FEMALE 1st. floor Office 5 50/50 1 1 Ratio = 1 per 50 50 Warehouse 17 50/50. 1 1 Ratio = 1 per 100 100 TOTAL FOR FLOOR 1 1 BUILDING TOTAL 1 1 LAVS TUB DRINKING M F SHOWER FOUNTAIN 1 1 0 1 80 80 100 1 1 0 1 100 100 1000 1 1 0 1 1 1 0 1 International Plumbing Code Section 403 and Table 403.1 In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. --IPC Sec. 419.2 Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport Page # 13 NOTE: The number of fixtures for a floor may not match total number of fixtures per area. The number of fixtures for the building may not match the total for the floors. The number of fixtures for each area and floor are r·ounded up to the next whole number. Totals are not rounded up until the total is obtained. If the fixtures only serve an area, use number shown for each area. If the fixtures serve an entire floor or building, use number shown for totals. Code review for: Project Id.: DHL Distribution Facility Address: Garfield County Airport GLAZING REQUIREMENTS Page # 14 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 loca.tions 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 a.ll 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. COUNTY OF GARFIELD • BUILDING DEPARTMENT CORRECTION NOTICE . 108 8th St., Suite 201 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at () 31 s=: c,t2-3 5::"7 Permit No. / 0 s-'--1~ I have this day inspected this structure and these premises and found the following corrections needed: 0} ~ G-o 1.h.ole_ Oa!\N. "~ kppfldve). fWl~ bl{j (Yj ~ \'--' b .. ~c) ~ ~Q. p(l£SSIA.~ .J- JN)pe.e~W prttoc. fa PtzO-¥-..e. (3) 9 iUJ J '-c.k_ L~\-·k o+ .;p.eu,J__ ~:sreu\-.~ k ~-<;,. ~'+·No D~ 0-~ b\G\.0 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 '1 ~k 20 D7 Building Inspector --f~f\~'-~c-+t"-'"'-'~""-'--=-------- Phone (970) 945-8212 \J \)J COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at o37S: CI3SZ-- Permit No. /OS:'izJ /2-5-/ I have this day inspected this structure and these premises and found the following corrections needed: 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 _ _._q__,.{ __ ~.....---. i,:!/1---J Building Inspector ----'~'-"'-"~-"""1~'---L-.LC --=--=-.l.\-------------c- Phone (970) 945-8212 No. --+-/""'-()5=-· _,_lf_,Y __ _ Assessor's Parcel No. d. 17'1-/J<(-08 ·d-. os; Date 1/3/D Z ~· BUILDING PERMIT CARD JobAddr ss6315 Cii35"J.-f4r!+GFI6SD~~ /ev--a.! /d./3-1 · a~~s;::=;;;i'TA. &,c -1' •.• ·0wflC.,.__. :(} soJ<.L. , 303L<.l·. '-""""'-<;(161/ C9Jif«-To--4<tf-0wner(~ =7· ~ · +="~ Address If· . · W2t)<1 • :;>~=-t'tione # 'Js-,=;;, Contractor ~ 1::/o ~~ Address /Cf6'(VZ. ;;L.;J..5" f'&&'-t{_f/6 lhone # G,(?-.:<~6;:;1.. Setbacks: Front Rear RH LH Zoning ____ _ J)f( L w~ INSPECTIONs Soils Test=-~-~-~....-.---- Footing 'l-l'l -o 1\ l'-I( Foundation 1-!l--3 ..11(2] /9iYI Grout _______ ~---~-- Underground Plumbing !-\-o!\(1_!-,) Rough PI u mbi ng =-!!!f_:.-'-=---.::J.'i:._~-"lll'-'1c.;~¥!-''---- Framing 1;· ~ ~t>7 11?/'V\. Insulation 1-I. -o1 !Sr- Roofing --n---..--....,.7r7"'<=t ____ _ Drywall q~ /I A 01 @( Gas Piping 9-c;. • 07~ EXTERIOR Address No.----~------- Drainage-------------- Decks-support & clearance to wood -.------ Decks-stairs & ralls ----'------- Exterioi locks----'---------- Flashing around doors & windows------- Insect screens------------:-- INTERIOR GARAGE Fire wall separation __________ _ Service doors-1¥8" min.---------- Door (20 min.) w/auto closer-1 %" min.------ Mech. equip. 18'.' above floor _______ _ No opening into sleeping area _______ _ BASEMENT·CAAWL AREA Access----~------~-- Insulation-------------- Headroom/Stairs Ventilation------------- Weatherproofing ____________ _ Mechanical ______________ _ Electrical Rough (State)--.=---,-,-=-,--,,.,.-,-- Electrical Final (State) /0 -I()-0 I ~ Final/0·!/-07 /Checklist Completed? !)M. Certificate Occupancy #~ __ '$'-'=~""'S'='-'1'---~--- Date ID-Il-03= Septic System # -'-/()~·~--'/ 14--'-'----,---'------- Date _· ------------ Final__.,---,...,.,r;;;------- Other ch.J"""~-'-'i'D.f I..J/S NOTES FINAL CHECKLIST MECHANICAL ROOM Boiler ______ _:_ ____ _ Hot water __________ _ F.A. gee/oil _________ _ Floor drain _________ _ Clearance __________ _ Air con. system, _____ _:_ __ _ Hot water heater -------c-- Combustlon aiT-----~-- Gas piping, valves-----'-'-- LPG Drain---------- FIREPLACE/STOVE Clearance to combustibles _____ _ Termination of chimney ______ _ Combustion air ________ _ Hearth (12" or 20" on sides)----- Glass doors---------- Certified by:~--------- REMARKS (continue on back) STAIRWAYS. Headroom (6'6") -'----~--- Railing & guardrails --:-------- Width---'---------- Rise & run---------,--- KITCHEN Clearance above gr111---~----- Exhaust fan __________ _ Broiler exhaust (1 hr. chase)------- BEDROOMS Egress------------- Smoke detector---------- BATHROOMS Exhaust fan-----~----- Shatterproof glass _________ _ OTHER ul4,. INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON JOB 24\ HOURS NOTICE lllJEQI!Jill!.IED !FOR INSII'IECTRONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.Jl:~ •• ~7. ...... Zoned Area ............................... Permit No ... .J.~?.~ .. ~ ........ . AGREEMENT In consideration of the issuance ofthis 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 Connty Building Insp.ector and IMMEDIATELY BECOME NULL AND VOID. Use M \)..)(lYehl!)\)'i)Q Address or Legal Description.o::0"-'~"-~'-'5"-'C"'-'f'-;}";()Jo<.L?.,.._.,._.L.,e""CJ:s""-'<ee"'-Po'-"'t-'-'t'-'e""l.'-l.~.:~"'~"'-'-\"--+'1 £,"'-'-'-lf_,_l e=-. __ _ Owner lrm.eei Bug, ..IDtL Contractor ThU."J !J.b ti!IY\'&'t"· Setbacks Front Side Side Rear INSPECTION RECORD ... ~ -0 1 r.:r:n-, (To Roof in place and Windows and Doors instaDed). · ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE . COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE !For ln11spectim15 'Calli 384-5003 103 3th Street Glien11wood Sprin11gs, Colorado APPROVED DO NOT DESTROY THIS CARD ' Date-"' f -1 Oi By ~yt '*-b.. ( E · ~~LACED SIDE-Co~l WITH CLEAR PLASTIC Parcel Det~il Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information A>BS<§$9Ifir<:eaS1!fGIPmpgl}y Semel:! I Assessor SubsetQgg_ry I AssesgJr_Sl!les .. S<:<ai9ll C:!r;:rh: 4? Rr;:cm<Jr;:r ReeS<PtiQn SS<areh Basic BgiJ<Jing_Characteristics I Jax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 024 II R024657 II 2177134oo2o5 II 44.867 I Owner Name and Mailing Address jBOARD OF COUNTY COMMISSIONERS I jGARFIELD COUNTY I 1108 8TH ST STE 213 I !GLENWOOD SPGS, CO 81601-3363 I Legal Description ISECT,TWN,RNG:13-6-93 DESC: SEC I 118-6-92 TR IN LOTS 2-4 & SEC I 113-6-93 LOT 2, DESC: S2NE, SENW, S2 I !sEC 14 N2; SE CONT 366.66 AC. LOT I IDESC: 5(22.7 A) LYING s OF s ROW !LINE OF INTERSTATE 70, DESC: ALSO A ITR CONT 35.21 A C. IN SWNE & N2SE !ALSO A TR DESC: IN SWSE OF SEC 118-6-92 CONT 8.11 AC. & 1.87 AC. IN I IDESC: N2 N2NESW OF SEC 14 E OF co. I IRD. 346 & N OF co. RD DESC: 319 I !ALSO 2 TR OF LAND IN SEC 14 CONT I 13.46 AC. & DESC: 19.38 AC. DESC. IN I 1563/739,740. EXCEPT .86AC. DESC: I IDESC. IN LEASE 685/802. BK:0563 I httn:/ /www _ <Yarcoact .com/assessor/narcel.asn?Parce1Number=217713400205 6/29/2007 Parcel Detail Page 2 of3 IPG:0739 BK:0513 PG:0913 BK:0512 IPG:0993 BK:0492 PG:0754 BK: 1787 IPG:318 RECPT:695570 BK: 1557 PG:487 IRECPT:645634 BK: 1557 PG:464 IRECPT:645633 BK:1557 PG:456 IRECPT:645632 BK:1456 PG:454' I IRECPT:624770 BK:0859 PG:0018 I IBK:0755 PG:0542 BK:0638 PG:0516 I IBK:0638 PG:0170 BK:0859 PG:0031 I IBK:0859 PG:0032 I Location Physical Address: IIRIFLE I Subdivision: I Land Acres: I 0 LandSq Ft: I 0 Section II Township II Range I 13 II 6 II 93 I Property Tax Valuation Information . . I Actual Value II Assessed Value I I Land: I Oil 0 I Improvements: II Is,6oo,oooll 5,394,0001 I Total: II Is,6oo,oooll 5,394,0001 /I Sale Date: I Sale Price: I Basic Building Characteristics Number of Residential io I Buildings: Number of Commllnd 0 Buildings: No Building Records Found Tax Information http://www .garcoact.com/assessor/parcel.asp?Parce!N umber=217713400205 6/29/2007 West Slope Testing & Inspection 3177 Glendam Dr. Report#l Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Page 1 of1 Inspection Report Date: 9-10-07 Project: DHL Warehouse Building Garfield County Airport Address: 0375 County Rd. 352 Rifle, CO Building Permit No.: 10548 General Contractor: Tally Ho Construction Inc. Inspection of shop fabrication or field work at job site: Field Report: Tested some of the high strength bolts used in the main frame column & rafter connections using a Skidmore Wilhelm bolt tension testing device to determine the testing torque required for the high strength bolts. Visually inspected & torque tested the high strength bolting at the main frame column & rafter connections. The high strength bolting inspected & tested as outlined above appeared to be as shown on the drawings, and appeared to meet the quality requirements of the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. To the best of my knowledge this completes the special inspections of the high strength bolting as outlined above. Inspectortrechnician: Douglas E Young 2J ,_j._ f. 1! SENTINEL BUILDING SYSTEMS P. 0. BOX 345 ALBION, NE 68620 (800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 145 COUNTY ROAD 225 RIFLE, CO 81650 PROJECT: JOEL SAX GARFIELD COUNTY AIRPORT RIFLE, CO 81650 B22938 BUILDING DATA: Width (ft) Peak Offset (ft) Length (ft) Eave Height (ft) Roof Slope (rise/12) Dead Load (psf) Live Load (psf) Load Reduction Collateral Load (psf) Roof Snow Load (psf) Wind Load Wind Code 30 . 30 30.333 13 . 2:12 2.2 20 No 1 . 40 . 90 mph IBC 03 Closure Closed Exposure C Importance -Wind 1.00 Importance -Seismic 1.00 Seismic Coefficient 0.580 (Ss*Fa) Seismic Zone/Design Category = C Designer = KF Detailer = DATE: 5/ 9/07 JBOL T TIGHTENING PROCEDURES A325BOLTS DIRECT TENSION INDICATOR TURN-OF-NUT METHOD BOLT SIZE w SPECIFIED INCHES INCHES MINIMUM FASTENER BOLT LENGTH BOLT LENGTH TENSION KIPS · <=4 Dia. 4 Dia. < =8 Dia. !.000 lJlS. 1/2 7/B 12 5/8 11/16 19 3/4 1 1/4 28 1/3 TURN 1/2 TURN 7/8 1 7/16 39 1 1 5/8 51 1 1/4 2 71 . JOINTS NOT SUBJECT TO TENSION LOADS JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn-of-the-Nut Method o> · Direct Tension Indicator. Turn-of-the-Nut-Method -First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in ail remaining bolt holes and bring to "snug tight". Then additionaily tighten all bolts by the table above - progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AlSC Manual of Steel Construction for more complete instructions for instailing high strength bolts. BOLT LENGTH 8 Dia.<=12 Dia. 2/3 TURN Multi-Rib or R-Loc Panel Lap Note: PBR panel shown. If a Non-PBR panel lS used the long leg does not exist, both are short. Mastic tape sealant 1s optional on wall panels MASTIC TAPE SEALANT~~~~ ~~ m LAPTEK 20" "o.c.'l \::LONGER LEG Lap shorter leg over the longer and screw 1/2" offset on high rib of panel 20" o.c. Sheet walls from left to right. Begin sheeting walls by centering the middle of the major rib of the first panel on steel line at the left side of the wall. Plumb the first sheet and fasten in place. Mark 3'-0" from RE~ I DESCRIPTION the end of the first sheet to where the edge of the next sheet should terminate. When installing the next sheet, stretch or compress the panel to hold the edge of the sheet on the mark you have just made to keep the major ribs on one foot increments. 1 ! ADDED OfT MODULE CORNER DETAIL REVISIONS Taking Pride Jri Building [xceUence 1 DATE -rAPPROVED PA(i[ 1/0. COLD FORMED STEEL CO~fO~ENTS YIELD STRENGTH -55.0 KSI TYP. ENGINEERING DATA 1 sECT. DIMENSIONS MEMBER PROPERTIES SHAPE Job Number: B22938 DATE: NAME A B c D GA. AREA lx ly Se BUILDING Job Name: JOEL SAX 5/ 4/07 CODE: I PCE08256 8 2.5 2.5 .77 16 .82 7.79 .67 1.58 TfHI IBC 03 Job Location: RIFLE, co 81650 DESIGNED BY: PCE08356 8 3.5 3.5 .77 16 .94 9.65 1.52 1.65 Builder: TALLY HO CONSTRUCTION KF ur PCE08354 8 3.5 3.5 .80 14 1.12 11.41 1.81 2.09 DESIGN LOADS BUILDING DESCRIPTION I PCE08352 8 3.5 3.5 .88 12 1.67 16.92 2.71 3.37 ,pcE10356 10 3.5 3.5 .77 16 1.06 16.17 1.63 2.05 LIVE LOAD: 20 psf RIGID FRAME LIVE LOAD: 20 psf , PCE10354 10 3.5 3.5 .80 14 1.26 19.14 1.94 2.73 A ROOF SNOW LOAD: 40 psf ROOF SNOW LOAD FACTORS WIDTH: 30 feet 1 .. PCE1 0352 12 1.88 28.46 2.91 4.57 COLLATERAL LOAD: 1 psf GROUND SNOW LOAD: 47.62 psf LENGTH: 30.333 feet 10 3.5 3.5 .88 EAVE HEIGHT: 13 feet ROOF DEAD LOAD: 2.2 psf Pf = 40 psf I= 1.00 PCE12356 12 3.5 3.5 .77 16 1.18 24.81 1.72 2.47 ~ ,-l FRAME SELF WEIGHT: INCLUDED Ce = 1 Ct = 1 .20 ROOF SLOPE: 2.0000:12 I PCE12354 12 3.5 3.5 .80 14 1.40 29.38 2.04 3.24 WIND LOAD: 90 mph Terrain Category: C I PCE12352 12 3.5 3.5 .88 12 2.09 43.76 3.07 5.91 B---1 ~ EXPOSURE: c Slippery /Unobstructed Roof: y ENGINEER'S SEAL PCE12406 12 4.0 4.0 .77 16 1.24 26.91 2.39 2.47 WIND IMPORTANCE FACTOR: 1.00 I PCE12404 1 2 4.0 4.0 .80 14 1.47 31.87 2.84 3.27 INTERNAL PRESSURE COEFFICIENT: + /-0.18 I PCE12402 12 4.0 4.0 .88 12 2.20 47.48 4.27 6.17 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: C 1.02 SEISMIC COEFFICIENT: 0.580 (Ss*Fa) ASSUMED SITE CLASS: D PZE06256 6 2.5 2.5 .66 16 .70 4.04 1.1 2 SEISMIC USE GROUP: I -Normal I PZE07256 7 2.5 2.5 .66 16 .76 5.78 1 .12 1.26 S 5 = 0.39 s, = 0.09 S 05 = 0.38 s 01 =0.14 1 PZE07254 7 2.5 2.5 .68 14 .91 6.83 1.33 1.51 SEISMIC RESISTING SYSTEM: Structural Steel System Not PZE07252 7 2.5 2.5 .74 12 1.36 10.13 2.04 2.58 Specifically Detailed for Seismic Resistance I PZE07306 7 3.0 3.0 .66 16 .82 6.49 1.77 1 .31 r-c--ty D P1~~ REG!& I PZE07304 7 3.0 3.0 .68 14 .98 7.67 2.11 1.61 ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure pP ~"1\i-~ ....... ;~of. "" The index force analysis procedure is used for buildings located I<:::) .... ;,_~ u:o-+· .... ~ I PZE07302 7 3.0 3.0 .74 12 1.46 11.38 3.22 2.68 in seismic design category A. Eqn 16-49, IBC03; 11.7-1, lft!t:~:.Y ~0 PZE08256 8 2.5 2.5 .66 16 .82 7.89 1.12 1.52 ASCE7-05 (IBC06). In which cose Cs and R do not apply and l i~ 27164 ~i PZE08254 8 2.5 2.5 .68 14 .98 9.34 1.33 1 .81 are not used to calculate the base shear, V. \ ~'5;; I (:!j PZE08252 8 2.5 2.5 .74 12 1.46 13.87 2.04 3.09 A BUiLDING FRAMING ~ vv~ .88 8.82 1.77 1.53 it·-····~~ PZE08306 8 3.0 3.0 .66 1 6 PZE08304 8 3.0 3.0 .68 14 1.05 10.44 2.11 1.94 LEFT ENDWALL FRAME TYPE: Rigid Seismic Data ~ION!\~!"~ c-4 -~-.., tl..' PZE08302 8 3.0 3.0 .74 12 1.57 15.51 3.22 3.21 0(1=~ RIGHT ENDWALL FRAME TYPE: Bearing C5 R v (k) s" PZE10256 10 2.5 2.5 .66 16 .94 13.38 1.12 1.87 INTERIOR FRAME TYPE: I sing~ slope beam column frame, c~ar span 0. 1 3 3. 0 0.9 PZE10254 10 2.5 2.5 .68 14 1.12 15.84 1.33 2.43 ROOF BRACING: Cable Diagonal Bracing 0.13 3.0 LEFT ENDWALL BRACING: Rigid Frame 0.13 3.0 0.9 PZE10252 10 2.5 2.5 .74 12 1.67 23.60 2.04 4.22 RIGHT ENDWALL BRACING: Diaphragm Bracing 0.13 3.0 PZE10304 10 3.0 3.0 .68 14 1.19 17.57 2.11 2.55 FRONT SIDEWALL BRACING: N/A N/A N/A PZE10302 10 3.0 3.0 .74 12 1.78 26.17 3.22 4.36 BACK SIDEWALL BRACING: Wind Column 0.15 2.5 1 . 1 PES06P04 6 4.0 4.0 .80 14 1.05 6.53 2.27 1.45 LEFT ENDWALL GIRT TYPE: Inset FRONT SIDEWALL GIRT TYPE: Inset PES07P04 7 4.0 4.0 .80 14 1.12 9.24 2.39 1. 79 i-C_:jj_ RIGHT ENDWALL GIRT TYPE: Inset BACK SIDEWALL GIRT TYPE: Inset PES08P04 8 4.0 4.0 .80 14 1.19 12.51 2.50 2.14 ROOF PANEL: 26 go. Multi-Rib PB w/ Kynor Finish lTD WALL PANEL: 26 go. Multi-Rib PB w/ Kynar Finish PES1 OP04 10 4.0 4.0 .80 14 1.33 20.86 2.69 2.74 ROOF PANEL COLOR: Light Stone WALL PANEL COLOR: Regal White SEISMIC RESISTING SYSTEM ABBREVIATIONS: ROOF TRIM COLOR: Light Stone WALL TRIM COLOR: Light Stone OMF -Ordinary Steel Moment Frame COMMENTS OCBF -Ordinarv Steel Concentrically Braced Frame A CC -Cantilevered Column System Definition of Loading Conditions on Anchor Bolt Reactions Page: DRAWING INDEX l DL: Dead Load LL: Live Lood CO: Collateral Load WP: Wind Pressure -D WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right PAGE(S) DESCRIPTION PAGE(S) DESCRIPTION -:::rr Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details: /-;).... COVER SHEET 15-JtJ GENERAL DETAILS 1--B E\v': Enclwcll REVISIONS 3-t../ S\v': Siclewcll ANCHOR BOLT PLAN .2-1 -;:!.-..3 ACCESSORY DRAWINGS REV I I DATE I APPROVED RF": Rigicl F rcr1e DESCRIPTION s RIGID FRAME SECTION DJ: Door Jcr1lo I I I /,-Y ENDWALL ELEVATIONS ~ Taking Pride In Building Excellence PACC No. 9-/o SIDEWALL ELEVATIONS SENTif:iE! Biiii DING SYSIEMS ....,a 822'938 A illvtJ!Il'l trul.OBAL ltllllli!IU. I7C. JOEL SAX II ROOF FRAMING PLAN 237 SOUTH 47'H SJ' ADDITIONAL DETAILS AlBION, NC 68620 ~ CARF/£UJ COUNTY AIRPORT !JCS!CN: KF I (BOO) 327-0790 RCV.· '.:J-14 JOB SPECIFIC DETAILS RIFLE, CO 81650 !JA7'C: 5/4/07 I I ' i # ·12 SELF DRILLING TK21 25-1 1 I 4" LONG PANEL TO FRAMING ONLY NO INSULATION TK21 50-1 1 /2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200-2" LONG PANEL TO FRAMING ONLY 4" + INSULATION # 14 SELF DRILLING LAPTEK-7 /8" LONG LAP /TRIM SCREW PANEL TO PANEL TRIM TO PANEL POP-RIVET 1 /8"1/J ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES 26 GAUGE: ROOF PANEL 0 JAMB Tf?l PLAINSMAN PREFORMED PEAK CAPS HE:AO TRI MASTIC SEALANT ROOF S!AMS AK£ TRIM OAM CLOSURES 26 CAUC£ WALL PANELS OAM CLOSURES ORNER TRIM AS£ TRIM (OPmONAL) NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR OTHER BUILDING OPTIONS ... " ~ cp ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES COLUMN LINE I I -----------------Column Reactions (k )-----------------------------~------ Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Line . Line ld H Vmax ld H Vmin No D(in) Wid Len Thk (in) ------------------------------------------------------------ 1 B 8 1.5 0.1 9 -1.4 0.1 4 0.750 6.000 8.000 0.375 0.0 10 0.0 0.1 I 2 c 8 0.9 -1.2 9 -0.8 -1.2 2 0.750 4.000 8.000 0.250 0.0 I 1 0.0 4.0 8 0.9 -1.2 2 B 8 1.5 -3.8 9 -1.3 -3.8 4 0.750 6.000 8.000 0.375 0.0 1 0.0 12.5 8 1.5 -3.8 2 A 8 0.7 -1.0 9 -0.6 -1,0 4 0.750 6.000 8.000 0.375 0.0 1 0.0 4.0 8 0.7 -1.0 I BRACING REACTIONS, PANEL SHEAR ANCHOR BOLT SUMMARY ± Reactions (k ) Panel ------------------------ ----- ---Wall--Col --Wind----Seismic-Shear Total Bend I _I:!_ Loc Line Line Harz Vert Harz Vert (lb/ft) Qnt Loc Dia Len Len Proj !v -----------------------------------(in) (in) (in) (in) L_EW 1 Rigid Frome At Endwell ----------------------------- FRAME LINE F_SW c 51 181 12 EW 3/4" 11.50 4.00 2.50 R_EW 2 91 181 4 RF 3/4" 11.50 4.00 2.50 I RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES B_SW A Wind Column In Wall 181 2 WF 3/4" 11.50 4.00 2.50 -----------------Column Reactions (k )---------,.--------------------------- I Frm Col Load Hmox V Load Hmin V Anc. Bolt Bose Plate (in) Grout Line Line ld H Vmox ld H Vmin No D(in) Wid Len Thk (in) NOTES FOR REACTIONS ------------------------------------------------------------ 1 A 5 0.8 6.5 3 -1.0 -1.5 4 0.750 6.000 8.000 0.500 0.0 1. All loading conditions ore examined and only maximum/minimum H or V and the 6 0.7 12.7 4 0.8 -12.9 corresponding H or V ore reported. 2. Positive reactions ore as shown in the sketch. Foundation loads are in GENERAL NOTES opposite directions. 3. Bracing reactions ore from the braced bay. in the plane of the brace with the H The vertical reaction is downward. pointing away I I 1 . Foundation design and construction are not the responsibility of SENTINEL Buildings Systems. J 4. Building reactions ore based on the following building data: Width (ft) = 30.0 . 2. The building reaction data reports the loads which this building places on the foundation. Length (ft) = 30.3 Eave Height (ft) . = 1~.0/ 18.0 I 3. Anchor bolts shall be accurately set to a tolerance of + /-1/8" in both elevation and location. Roof Slope Crise/12 ) = 2.0 . Dead Load psf ) = 2.2 4. Column bose plates ore designed not to exceed a bearing pressure of 1125 pounds per square inch. Collateral Load ()sf ) = 1.0 Live Load (Rsf = 20.0. 5. All walk doors are to be field located with drilled in wedge anchors. Snow Load ((,sf ) = 40.0'' I Wind Speed mph ) = 90.0 6. Total anchor bolt length is embedment + projection. Bend length is not included in total length. Wind Code = IBC 03 Exposure = c 7. All bent anchor bolts to be ASTM A36 threaded round stock (rolled or cut thread) with plain Closed/Open = c finish, unless noted. Importance Wind = 1.00 I Importance Seismic = 1.00 1111? 0 REG 8. When anchor rods ore located close to the free edge. of the concrete, the tensile and/or shear Seismic Zone = c l ~~~; ...... Js~ strength of the anchor rods cannot be fully developed. In these ·cases, steel reinforcement in Seismic Coeff (Fo*Ss) = 0.58 the concrete must be sized and developed (not by Sentinel) for the required tensile or shear •G ::$i ,•'"<;;.'?> L!:o,V-. · I forces in the anchor rods. 5. Loading conditions I,!Jl~ <:\ are: ~ . i;I 27164 ~'1 9. THIS BUILDING IS DESIGNED AS A CLOSED BUILDING. SENTINEL BUILDING SYSTEMS DOES NOT INVESTIGATE 1 DL+CL+SL ~ iu o THE INFLUENCE OF HIGH WINDS ON THE METAL BUILDING SYSTEM WITH DOORS AND WINDOWS LEFT OPEN. THE 2 0.60DL+WL 1 (!a' /_/;J/ ~ END CUSTOMER MUST ASSURE THAT DURING TIMES OF HIGH WINDS ALL OVERHEAD DOORS, SLIDING DOORS, LARGE 3 0.60DL+WL2 I DOORS (SUCH AS BI-FOLD & HYDRAULIC), WALK DOORS AND WINDOWS WILL BE CLOSED & LATCHED. 4 0.60DL+LnWnd2 '\ ""'•, ~ 5 0.60DL-LnWnd2 ~ (<J:e"*eetJh!lcoG'O ~rf§.~ 6 DL+CL+O. 75SL-0. 75LnWnd2 "" .••• }ONAI_ ~~,...,1 7 1.05DL + 1.05CL+0.20SL +0. 70SeisL+O. 70LnSeis --<fP"~,~~ WIND COLUMN REACTIONS 8 0.60DL+WR2+WS I 9 0.60DL+WP+LnWnd1 ± Reactions 10 1.05DL+1.05CL+0.20SL-0.70SeisL ---Wall--Col Harz Vert Moment Anc_Bolt Bose_Piote(in) Loc Line Line R/L Lood_ld (k ) (k ) (f-k ) No Dio Width Length Thick I ~' -------------------------------------------- --------------- B_SW A 1 L Wind 1.34 9.68 16.03 2 0.750 6.00 14.88 0.38 Seismic 1.06 7.66 12.69 REV I DESCRIPTION _I DATE I APPROVED I vt "Ht REVISIONS ----------- Talcing Pride In Building ffxcetlence PACE No. I SEt~FINE! Bl!ll OING Svsn:M:s -~ lJ2i93t A DMIIO!t ~LOIIAL lo!mllllt:J. PC. JOE:L SAX 237 SOUTH 4TH ST AlBION, fiE 68620 = CARF/fi:LIJ COUNTY AIRPORT !JES!CN: KF 3 (800) 327-0790 REV: I RIFLE:, co 81650 !JATE: 5/9/07 Dio 3/4" 1 See Plan DETAIL A Dio-3/4" EW ~ ~ 6" ~fo I I ~a\ t., ,~I:= :·v,· I I I EW 2"~2" I I 1 ·-o" I DETAIL B D' 3/4" I 10- 15 6" I I 'Co ~~-3" .:.l:_l-2 1/2" II I SW 1 ~1 3/4" I DETAIL c 4 Dia-3/4" 1 6" 11'-2 7/f ,{ I-8J]: IF DETAIL D I 1/2" 1/4" svy/ EW I ALL DRAWINGS NOT TO SCALE I DIAGONAL MEASUREMENT = 42'-7 15/16' ANCHOR BOLT SUMMARY ----------------------------- ®Low Total Bend Eave Qnt Loc Oio Len Len Proj (in) (in) (in) (in) · 30' 4" OUT TO OUT OF STEEL ------------------- ---------- 181 12 EW 3/4" 11.50 4.00 2.50 181 4 RF 3/4" 11.50 4.00 2.50 181 2 WF 3/4" 11.50 4.00 2.50 . 30' 4" 4" . 30'-0" '0 'Ot A • I ::-r BJ;-; --•• 0~~~-ml*~~~------------------------------~ CD . . '0 '0 I I '0 '0 in \{) --I I -:.,. ·,.. -- ...J w w f- (/) ..... 0 f- 6"8' 6\::/ f.-;! A AI.!.!. 'lo. --+--1-<B f- I f- ::l 0 '0 I 'o I") ' ' ' 0 0 ' '0 0 I I I I in in in \{) ---- ©~~~~-~--------------------------------------~---L-~c ~ 30' 4" ~ FRAME LINE~{-----------------------------~L=±_ ____________________________ _ DIMENSIONS 1 ANCHOR BOLT PLAN 2 High Eave NOTE: All Bose Plates @ 1 00' -0" (U.N.) DESCRIPTION I DATE I APPROVED REVISIONS Taking Pride In Building Cxcellence PACE No. SENTINEl Bun DING SrsrEMs,;--y.-=~;-----__::._ _________ ::_:~~__:_::...:,..~""os".2N""u2"'"""'"g""' - 3 -f ~+~~ A [IIVIIJQM DFGL08AL i<wsTIIJt.S, J>C. 237 SOUTH 47'H S7' JOEl SAX AlBION. N£ 68620 """"" CARFICUJ COUNTY AIRPORT OESICN: KF ~ (800) 327-0790 !lEV.· RIFLE, CO 81650 OA7'E: 5/9/07 · SPLICE PLATES & BOLTS MEMBER SIZE TABLE Splice Quan -----Bait-----Plate Size Mark Tap/Bot/lnt Type Dia Len Wid Thick Length PIECE MEMBER LENGTH SP-1 4 0 0 A325 0.500 1.25 5" 1/4" 1'-2" RF1 1 W8x10 12-1 ?i4 SP-2 4 0 0 A325 0.500 1.25 5" 1/4" 1'-2" RF1-2 W14x22 29'-8 15/16' NOTE: i l "VFLANGE BRACES: Both Sicles<U.N.) ROOF SHEETING TO BE TUCKED UNDER j FBxxA<l): xx=length<in) MAIN BUILDING ROOF SHEETING. A -L2xl/8 ,,·-:$ 31'-3" I I . ' .. -ft)_l"'" 13 sr© z-fB~\1 ) I ugnt stofle -'r <0' 2.6 GO· I'll< . ~--r-@ Az" '{-3 15/16" m~\1) ----r--I---r--1 .l- I 12 r---~--""r-I N t-I I ,~\1) --I---r--r I a. Ul I --0+-r r--y-~ Rf\-2 '0 I I •N I -a. Ul I ' 0 I " •N ' 0 oc -o I -IB '0 . " "'--u I ,<0 "'· -I ;::::: I -<o 4: " I "' 0 ;, "' c -o I B :-..!!:! -u I h ;, I I ;, -@ I pl1!fl' I) REG!<£ l ~'?; ........... ~ I 717/8" -'-1 ~ .··~s LS04r··· ~ 29'-4 1/8" {?$'/~ <o\ Clearance <:.S (i 27164 g} I ~ ~~ (fj 30' 0" OUT TO OUT OF STEEL ~:············~~, A c ~ION£\\.. t~,~ "'7 I RIGID FRAME CROSS SECTION ---~Co"" FOR FRAME LINE 1 I REV I DESCRIPTION I DATE I APPROVED REVISIONS --.._______ Taking Pride In Building Cxcellence PACE No. I ~FNTtNEI B!m llit!!G: SYSTE:MS: -a 1132293;_ A Dlv!ll~ tniLDBAL i<l:tl:lt~~JU .. PC. 237 SOUTH 4TH ST JOCL SAX AlBION'. NE 68620 ~ CARFICUJ COUNTY AIRPORT OES!CN: KF ::5 I (BOO) 327-0790 RIFt£, CO 81650 !lEV: OA7'£: 5/9/07 ,, .Liz" 12 15' o" 30' 0" OUT TO OUT OF STEEL (~ 15'-o" @ I I I I I I I I ll=====================gG~Z~================~~i ~--~~~i~====================~G~1~===================/ rn I I I I I I BOLT TABLE FRAME LINE 1 LOCATION I QUAN TYPE DIA LENGTH Columns I 4 A325 1 /2 1 1/4 MEMBER TABLE FRAME LINE 1 QUAN MARK ' ro I <D ' N I -~ ' 0 ~ I N 1 EC-1 3 G-1 3 G 2 ' 0 I ro ~ PART W8x10 PZE08256 PZE08256 LENGTH 13-5 11/16 13'-11 3'14" 14'-8 31'8" CONNECTION PLATES FRAME LINE 1 0 ID QUAN MARK /PART 1 3 ERCLP08 2 3 CGC8 3 3 EGSG01 IJJ! ~--~~~i~==================~G~-~1~==================ii======================~G~2====================~ rn I I I I ro I n §-IV ~!I ~--~~~i~====================~G~-~1~===================i~======================~G~-~2=====================S rn 1 ro I n I I I I ' ro I n ~~==~~==~~==~~==~~==~~~~~~==~~==~~~B~C-~~4 ~==~~==~~~ ~ I ..J EC-1 ENDWALL FRAMING: FRAME LINE 1 DESCRIPTION I DATE I APPROVED REVISIONS ~~~~~~~ak~z~n~g~P~n~·d~e~ln~B_u_ud_z_ng~E_x_c_et_w_n_cecm.om.~---rp,~~c.~~-~~~ SENTINEl Bun DING SYSTEMS PROA:cr J',OE'l S:IIX J~ ~M~R9' Ju A DM5!01117{;L0BAL bnTI!Itl. PC. t1 !(., J(., f L 237 SOlll'H 4TH Sl' AlBION. NE 68620 """" CARFIELIJ COUNTY AIRPORT ~~s:cN: Kf' l (800) 327-0790 RIFLE, co 81650 PATE: 5/9/07 lP ____________________ __L______:_ __ ~~~~-------E~~____j BOLT TABLE FRAME LINE 2 LOCATION I QUAN TYPE DIA LENGTH Columns I 4 A325 1 /2 1 1 / 4rr MEMBER TABLE FRAME LINE 2 QUAN MARK PART LENGTH ® © 1 EC-2 W8x1 0 13 11 ?X8 I 30' 0" OUT TO OUT OF STEEL 1 EC-3 W8x10 11'-7 58" (B) 1 ER-1 W8x10 30'-4 1.%16" 15'-o" 14'-0" 1'-o' 3 G-3 PZE08256 14'-o 3 8" f-3 G-4 PZE08256 13' -6 1 '14" I CONNECTION PLATES ~~--__, FRAME LINE 2 DID QUAN MARK/PART t -----7------? 2 3 CGC8 I 3 3 EGSG01 I -7 :7----2 "l::::,._ FLANGE BRACE TABLE I 7 .j--~---\P- 12 FRAME LINE 2 I I ~~.,:. ____ T__ ItR-7 \7101 MARK I LENGTH 'ro 1 I FB30 12 -6 I I -~--~T SA (o 1 --- I : . _7 ___ 7 ___ 7_ --I ~ ' ro I I --...... I -I -[JJ G 3 I I ' 'N I N I I I I -G 4 ~Ill --I - I I 0 I ' I I 0 I 0 -I -ro I I I -N I I N I I [JJ G 3 G-4 ~Ill I 0 I I I I I I") I ;, ' -I I ro I I I "' I "' lv--<® @----v @--v I I I .,. I lJI G 3 G-4 ~ ~~~" ~fJ REG..: I I ~ ......... if~ I I ~~ .;J .··~s Leo 1;·· ~ . I I l ,[! l<f' <.'·· ~ I I ' ~ i:i" 27i64 J.' ' I ro ~ = ro I I I ... ~jzf#.~ "' I "' I I @--sc-\fP I ~---.... ~<ffl v I I ====! ~~ft'Ppfl'~ 1 E=:: I I ..J I /( (p EC-2 EC-3 J ENDWALL FRAMING: FRAME LINE 2 REV I DESCRIPTION I DATE I APPROVED I REVISIONS ~ Taking Pride In Building l'zcetlence PACE No. SFNTit:!CL. BWLI!ING SYSTEMS """"' ilJ2293r I A Dnm10>< !~'GLOBAL kMTIItu, J>e JOEl SAX 237 SOU7'H 47'H S7' ALBION. N£ 68620 ~ CARF/l'L/J COUNTY AIRPORT 0/!S/CN: KF 1 (BOO) 327-0790 REV: I RIFLE, CO 81650 OAT£: 5/9/07 I A2" 12 0 ~ 0 - ' ' ' -' ' -l[) -' ' -l[) -I I ' ' -l[) -I I .,.._ ' -l[) -I I " l[) -I I (o (!) --I I "'" ;,. l[) l[) ----n n ---- ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. MK -Regal White ~ 00 - ' -' ' -l[) --'l[) ' I I --' I I -l[) " " I I --(!) '"' in --l[) -- ' -' -l[) I I "'" "'" -- TRIM TABLE FRAME LINE 1 & 2 OlD QUAN PART 3 2 ITOC14 4 2 IT -RTC 5 2 ITRT20 6 2 ITRT14 ~ 2 "1:::::,.,_ 12 0 ::Jo ' --l[) I I 0 n ;.--, -- LENGTH 14 -3 6 7/8" 20'-3" 14'-3" ENDWALL SHEETING & TRIM: FRAME LINE 2 PANELS: 26 Go. MK -Regal White DESCRIPTION I DATE I APPROVED REVISIONS -------------Talcing Pride In Building Excellence PACE No. SENTINEl Btm DING SYSTEM~S '"r.-=a ___ __::_ _____ ____:::__ ___ r;lBJO"'s,~"""Nu"'~•s""ER9""", - 3 -? ~-J--:-=:::::_=-1 A DIVII"" QJ(iLOSAL ~I:UII'IIIU. II& 237 souru 4rH sr JOEL SAX ALBION. N£ 68620 ~ CARFIEUJ COUNTY AIRPORT (800) 327-0790 RIFLE, CO 81650 IJES/CN: KF 8 REV: IJA7'E: 5/ 9/07 'o I "' 'o I "' 30'-4" OUT-TO-OUT OF STEEL 30'-4" E-1 G. 7 G-6 G-5 I I \';: I I I I I ~~~~~~~~~~~~~~~~~~~B~C-~~·~~~~~~~~~~~~~~~~ 1! ~ ~ ~ H EC-3 SIDEWALL FRAMING: FRAME LINE A RF1-1 BOLT TABLE FRAME LINE A LOCATION I QUAN TYPE DIA WF 1 RF1 1 I 6 A325 1 /2 / MEMBER TABLE FRAME LINE A QUAN MARK 1 WF 1 1 E-1 1 G-5 1 G-6 1 G-7 PART W1 Ox12 EAVEL04 DZE08356 DZE08404 PZE08252 TRIM TABLE FRAME LINE A OlD QUAN PART 1 2 ITOC 14 2 2 ITSGEC 3 2 IT-OCB 4 16 IT -GS- 5 1 ITSG20 6 1 ITSG1 0 7 3 ITET10 LENGTH 12 0 30'-3 29'-1 29'-1 29'-1 LENGTH 14 3 5" 1 '-8" 6" 20'-3" 1 o· -3" 10'-3" LENGTH 1 1/4 1/2" 1 /2" 1/2" 1 /2" Note: Girts below 7' -4" moy be cut in the field to allow installation of field located walkdoors and windows. NOTE: cp000 W (Gutter with 2 downspouts) <M>' ~ 0 c=========================================~ "DZE" MEMBERS ARE NESTED GIRTS WHICH ARE TWO "PZE" GIRTS, BOLTED AT EVERY LOCATION WITH A307 j" X 1" BOLTS. 0 I I I I I I I ' I ' ' ' ' ' ' ' ' ' --I I I <i> "' "' <i> I I I I I I I I I "' ·.., "' "' "' "' "' "' "' --I I I I I I I LJ REV I SIDEWALL SHEETING & TRIM: FRAME LINE A DESCRIPTION I DATE I APPROVED REVISIONS PANELS: 26 Go. MK -Regol White ---.....____ Taking Pride In Building Excellence PACE No. SENTINEl Bun DTNG SYSTfM-:=S--r.::_::-;cr;;---:....____:::_:...._:....__.::.._ _ _::_ ____ TilBJOiios'~2""""2"'"'"''"'"g'_J_(--f (_.::::::.~ A Dwnlt>l ~LOBAL "lliiTI!IU, 111.':- 237 SOUTH 47'8 sr JOEL SAX AlBION. NE 68620 """""' CARFIEUJ COUNTY AIRPORT (BOO) 327-0790 RIFLE, CO 81650 DES!CN: KF REV.· OAT& 5/4/07 30' 4" OUT-TO OUT OF STEEL 30' 4" -r- r-,F=====================================~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ L----------------------------~ SIDEWALL FRAMING: FRAME LINE C ,---------------~------------, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L________ I ------------------__l SIDEWALL SHEETING & TRIM: FRAME LINE C NOTE: OPEN WALL TO ATTACH TO ADJACENT BUILDING 822936. DESCRIPTION REVISIONS I DATE I APPROVED ~ Taking Pride In Building Excellence PACE No. SENTfNfl Bun DfNG SYsTEMs/-~",_-----"------_:__ ____ lB""Jo"'a,2"'"u2"""a<oER9:-,3-?~ ~:::::::_~ A 01VlSI[tl MJLOI:IAL )u:usn:nu. PC- 237 souru 4rH sr JOEL SAX AlBION, N£ 68620 ~ CARFIELIJ COUNTY AIRPORT /JESICN: KF '-----------------------------------------------------------------------------j_-~~:~~~~~~7~-:oz~~~_j~~R~IF.Zz~c[,jr~o~B~t~~q__==============~n@~~~~L}~O~j <.-' /JA7'E: 5/ 4/07 AM-- "' w u ' « o"- _ 1 ~ 0(1) "' "-0 0 0:: 1'\" I RF1-1 I ~ I I I I I I I I ~I I I ~/ I ~I ~ I ~ / I ~ 30' -4" OUT-TO-OUT OF STEEL 30'-4" E 1 - P-11Tvo) / / ~ / >< / ~ ' ~~ 7 / I ~ / I I ~ I / ~ I I ~ ' I I / ~ I 1,., 10 w I I I I I I I ~ I I N I I~ I n I I I I I I I I I I ;,., I _ --"' MEMBER TABLE ROOF PLAN QUAN MARK 14 P-1 1 E-1 1 CB-1 1 CB-2 1 CB-3 1 CB-4 PART PZE10352 EAVEL04 1/4" STR 1/4" STR 1/4" STR 1 4" STR C).L--1/ ~I ROOF FRAMING PLAN GENERAL NOTES: NOTE: Refer to the rigid frame cross section drawing for roof sheet placement and extension post eave strut. REV ROOF SHEETING PANELS: 26 Go. MK - Light Stone DESCRIPTION REVISIONS Taking Pride In Building Excellence $rNTlN£l Bun mNG SvsTEMS A riMs101< go{;LOBAL i<lusllllt$. I1C. Z37 SOUTH 4TH ST AlBION. NC 686ZO (800) 327-0790 LENGTH 30 -3 1 2 30'-3 1/2" 31'-4" 31'-9" 31'-8" 31'-7" APPROVED PACE No. NOTE• IF BUILDING HAS AN END\/ ALL OVERHANG, PLACE THE GABLE RAKE ANGLE. ON THE BOTTOM OF THE PURLIN END OF BUILDING GABLE RAKE ANGLE #12 S. D. SCRE\1 ~ ROOF PURL!N \IELDED PLATE END\/ ALL RAFTER 0 0 BDL TS, 0.5'x!.O' (2) REQUIRED PLACED DIAGONALLY ~SECTION THRU END~ALL RAFTER 112'xl" A307 BOLTS '.'ALL GIRT ~END~ALL COLUMN TO '.IELDED CLIP ~ALL GIRT NOTE• IF BUILDING HAS AN END\IALL OVERHANG, PLACE THE GABLE RAKE ANGLE. ON THE BOTTOM OF THE PURL!N SHEET ANGLE RIGID FRAME RAFTE PURUN ,L---FLANGE BRACE USE 1/2"x1" A307 BOLTS (TYP) Q ROOF PURLIN TO EXPANDABLE ENDVALL ~ RIGID FRAME "'"""" l/2"xt• A307 BOLTS SIDE\/ ALL ~CORNER COLUMN '.IELDED CLIP TO ~ALL GIRT END\/ ALL RAFTER BOLTS, SEE END\IALL DRA\IING BOLT TABLE \/IDE FLANGE END\IALL COLUMN @ END~ALL RAFTER TO COLUMN !NOTEd REVIE\1 RIGID FRAME CROSS SECTION DRA\IING FOR THE NUMBE OF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0. 1 OR 2 FLANGE BRACES REQUIRED. RIGID FRAME INSIDE FLANGE GIRT GIRT FBSS CLIP IS FASTENED 'vii (4) tH2 SD SCREW'S TO INSIDE OF GIRTS RIGID FRAME COLUMN ' ~ COLUMN ' ~ FLANGE ' '> .......--BRACE ' .. A325 BOLTS REFER TO BOLT TABLE ON DRA\IING TO DETERMINE CORRECT BDL T SIZE \lASHER ON COLUMN SIDE 1========"\\'-.._ END\/ ALL RAFTER~ I il 0 o!' I END\IALL COLUMN____.... I Q RIGID FRAME V::_JTD COLUMN RAFTER !NOTE• I REVIE\1 RIGID BOLT THE FLANGE I ' FRAME CROSS SECTION BRACE TO THE INSIDE DRA\IING FOR THE NUMBER FLANGE OF THE RAFTER OF FLANGE BRACES AND BEND THE FLANGE AND THEIR LOCATION. BRACE UNTIL THE FBSS CLIP THERE MAY BE 0, 1 OR 2 CONTACTS THE PURL!N. SCRE\1 FLANGE BRACES REQUIRED. THE FBSS CLIP TO THE PURL!N. FBSS CLIP IS FASTENED TO UNDERSIDE OF PURUNS \II (4) 1112 SD SCRE\JS BOLTS, 0.5' x 1.0' A307 <TYP) (4) REQUIRED 0 ROOF PURLIN ',~ 1/2"xl 1/2" ''\. '\. A307 BOLTS, ','\. BSS CLIP FBSS CLIP BDL TS, 0.5' X 1.0' A307 <TYP) (4) REQUIRED \/ALL GIRTS TO INTERIOR FRAME COLUMN 'w'HEN MEMBRANES ATTACH TO INSIDE OF GIRTS \/ALL GIRT RIGID FRAME INSIDE FLANGE------.__ RIGID FRAME RAFTER ROOF PURLIN TO INTERIOR FRAME RAFTER \JHEN MEMBRANES ATTACH TO UNDERSIDE OF PURLINS DESCRIPTION REVISIONS Taking Pride In Building Excellence JOEl SAX APPROVED PAilE No. ~ CARFICUJ COUNTY AIRPORT REV: I). RIFLE, CO 81650 0A7'E: 5/ 9/07 I SIDE\/ ALL GIRT 112'xl' A307 BOLTS TO GIRTS -rr''---"11 BOLTED PLATE l/2'xl 1/2' A307 BOLTS TO FRAME 0 FILLER GIRT USE TEK 5 SCRE\IS GIRT TO ATTACH FILLER GIRT \/ELDED TO RIGID FRAME PLATE e CORNER COLUMN TO ~ALL GIRT GABLE RAKE ANGLE NOTE• IF BUILDING HAS AN END\IALL OVERHANG, PLACE THE GABLE RAKE ANGLE ON THE BOTTOM OF THE EAVE STRUT. END'w'ALL RAFTER END\/ ALL COLUMN BASE PLATE SECTION BASE PLATE TO END~ALL COLUMN DR DOOR JAMB 0<- \ --I ---------- END OF BUlL DIN ~ '-._BOLTS .S'xl.O ~ ELEVATION EAVE STRUT TO RIGID FRAME THE 4' LEG OF RAKE ANGLE RUNS ALONG THE END\IALL @TO FASTEN \/ALL SHEETS TO THE BUILDING. @ EAVE STRUT TO END~ALL RAFTER J23 -- CABLE r SEE BDL T TABLE tOR SIZE / AND QUANTITY OF" BDL TS. L'w'IND BENT Dr' \JIND COLUMN LautLDING COLUMN ~IND BENT DR ~IND COLUMN TO BUILDING COLUMN EYEBOLT BRACE GRIP DEAD END COLUMN OR RAFTER \/EB HILLSIDE \/ASHER FLAT \/ASHER SLOT IN \/EB TO INSERT HILLSIDE \/ASHER NUT AND EYEBOLT @ DIAGONAL CABLE, EYEBDL T END REV DESCRIPTION REVISIONS APPROVED Taking Pride In Building Excellence PAC£ No. SENTINEl Btm DING SYSTEM-;:S "1;;;;-;;a;;----....:...---------''------r:===--t==-c.-'-1 A D!YISKJ< t'J'GLOBAL kalsti!IU. PC. 237 SOUTH 4TH ST AlBION, Nil 68620 (800) 327-0790 JOCL SAX S!DE\o/ALL COLUMN " " " " " '"""'f 0 0 11 " 0 0 " " BOLTS BASE PLATE PLAN ELEVATION ~ANCHOR BOLTS AT SIDE~ALL COLUMN (VALL PANEL ''----!. IJEDGE ANCHORS SPACED 30• o.c. MAX AND AT BOTH ENDS OF EACH PIECE OF ANGLE. BUILDING 'WARRANTY VOID IF SPACED GREATER THAN THIS BASE CHANNEL Concrete Foundo.tio~ ~ 1-l/2' >< 1-112' OPTIONAL NOTCH MASTIC Appiy Mo.stic undE-r base o.ngle only If i:lo.se foo.M closures are used l/4' \lEDGE ANCHOR r;-;\ SECTION THRU VIALL PANEL ~ AND CONCRETE FOUNDATION J- "./ BOLTED END PLATE TOP FLANGE IJEB BOTTOM FLANGE 0 0 0 0 0 0 0 0 0 0 ~TOP BOLTS, SEE DRAIJING FOR SIZE. --INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. =:]-BOTTOM BOLTS, SEE DRAIJING FOR SIZE. ....______ EXTENSION BEYOND FLANGE IS OPTIONAL AT TOP AND BOTTOM BOLTS FOR RIGID FRAME CONNECTIONS REV DESCRIPTION REVISIONS J'alcing Pride In Building Excellence $£NTINO Buu urNG SvsrrMs A DI.,Uttr< [J(iLOSAL i<llllntlf:L PC. 237 SOUTH 47'H S7' ALBION, N£ 68620 (BOO) 327-0790 APPROVED PAC£ No. I I I I I I I I F -e ~ ' <H ,_, ,_, " ~ I !. / 1"-N Y- "'' / ,_,""' / ' ' EC~!>< !. """ .Q. ~ ' <;! ' ' ''"' NOTE PANEL ALL OTHERS F= ! ,_, ,_, ... ,_, ,_, ~· e ' ' STANDARD ENDWALL BRACING THE STANDARD BEARING ENDWALL FRAME UTILIZES THE DIAPHRAM ACTION OF THE WALL PANEL TO TRANSMIT LATERAL WIND OR SEISMIC FORCES TO THE FOUNDATION. IF THIS DIAFRAM ACTION IS INADEQUATE TO RESIST THESE FORCES ONE OF THE FOLLOWING METHODS WILL BE USED TO SATISFY TH REQUIREMENTS. EAVE STRUT PURLIN CUP GIRT CUP OPTIONAL CABLE BRACING WHEN DIAPHRAM ACTION OF THE PANELS IS INADEQUATE, THE FIRST ALTERNATIVE IS TO ADD CABLE BRACING BETWEEN ENDWALL COLUMNS. IN CASE, FLUSH GIRTS WILL RE- QUIRE FIELD SLOTTING TO ACCOMODATE THE CABLES. CABLES CAN ALSO BE ADDED TO THE- ROOF BETWEEN ENDWALL RAFTERS AND MAIN FRAME TO TRANSFER THE LATERAL FORCES OF THE ENDWALL. FLANGE BRACE EAVE STRUT GIRT COLUMN OPTIONAL HALF LOAD FRAME A MAIN FRAME MAY BE USED INSTEAD OF A BEARING END FRAME. IF CABLE BRACING OPTIONAL FIXED BASE CORNER COLUMNS COULD NOT BE USED IF THE ENDWALL FRAMED OPENINGS ARE PLACED THAT CABLE BRACING CAN NOT BE PLACED, THEN FIXED BASE CORNER COLUMNS MAY BE USED. FIXED CORNER COLUMNS WILL INDUCE A MOMENT TO THE FOUNDATION REQUIRING SPECIAL FOUNDATION DESIGN REV DIAPHRAM ACTION IS STANDARD ARE OPTIONS DESCRIPTION . APPROVED REVISIONS I Taking Pride In Building [xcellence I PAG£ No. j. JOB NUMBER' I I I I I I I TK____ SCREWS ® EACH GIRT JAMB JAMB HEADER COVER P/N ITHJ__ COVER TRIM STRIP OF MASTIC TK____ SCREWS EACH SIDE OF MAJOR RIB ROOF SHEET INSIDE CLOSURE EAVE TRIM"---1 P/N ITET __ LAPTEK SCREW -111<.-c---+fj( ® 12" o.c. OUTSIDE SIDEWALL SHEET- EAVE TRIM SIDEWALL SHEET-- INSIDE CLOSURE TK __ .:__ SCREWS ® 12" o.c. (DOOR HEADER HEAD TRIM_// P/N ITHT__ HEADER COVER P/N ITHJ __ HEADER COVER HEAD TRIM LAPTEK SCREWS 1 ® 12 .. o.c. I --ENDWALL SHEET -SIDEWALL GIRT "'*''i"-+--::r-TK ____ SCREWS ® EACH GIRT J J lSIDEWALL SHEET CORNER TRIM P/N ITOC __ LAPTEK SCREWS ® 12" O.C. CORNER TRIM l ____________________ l_ ______________ ~--------~~------~--------------~ I BASE TRIM HEAD TRIM STANDARD CORNER TRIM HEADER JAMB COVER TRIM PLAC[M[NT \ m JAMB TRIM LAPTEK SCREWS l ® 12" O.C. STRIP OF MASTIC REV EAVE TRIM TK____ SCREWS ® EACH PURLIN TK____ SCREWS ® 6" O.C. TO ANGLE RAKE TRIM-- P/N ITRT__ SHEET ANGLE:----Ir-----1---t 4" X 2" 16 GA. LAPTEK SCREWS -1\"=--tt::>< ® 12" o.c. OUTSIDE CLOSURE ENDWALL SHEET-- f (ROOF" SHEET ..----::~-+-~ LROOF PURLIN (BEYOND) RAKE TRIM " DESCRIPTION REVISIONS Taking Pride In Building [xcellence SENTINEL Burr DING SvsrrMs l>llOX.cT JOB NUMBER: A 0tvt~l!1< 01\;LOBAL f,rusT~H:s. I!C- 237 SOUTH 4TH ST ALBION, N[ 68620 (800! 327"0790 APPROVED PAG[ No. ; I '! '' J; i f I ' t' j·. I" i• ii I I I I I I LOCATION OF CLOSURES & TAPE SEALANT PRE-FORMED RIDGE CAP~ -=:::.--- O.S. CLOSURE I.S. CLOSURE H/0 BEADS OF ROOF PANEL r I.S. CLOSURE 'v! I MASTIC ON NON-ADHESI E SIDE \_EAVE STRUT /'WALL PANEL ~BASE ANGLE/CHANNEL ~-----F~~~~ I 1/2' BASE LAP SECTION THROUGH SIDEwALL NOTES: 1. ALL BUILDING MODELS HAVE MASTIC IN ROOF PANEL SEAMS. 2. FORTRESS BUILDING MODEL HAS MASTIC IN wALL PANEL SEAMS. 3. REVERSE -ROLL PANELS REVERSE THE LOCATION OF CLOSURES, TOO. \RIDGE ROLL <Std on Vo.lur1o.ster) O.S. CLOSURE <MASTIC TOP 1\. BOTTOM OF CLOSURE> RAKE TRIM·\ ROOF PANEL\ STRIP OF MASTIC O.S. CLOSURE \ROOF PUR LIN I.S. CLOSURE\ /'WALL PANEL ~BASE I 1/2' _LBA_S_E -L-AP--Ili';.""'"{·""";,:~""'}~ ..• :'·;,.:·;.::. ANGLE/CHANNEL SECTION THROUGH END wALL REV SENTINEl Bun DING SYSTEMS PRoxcT A DiviSION Oi'GL06AL I<WSl"I~S. 1..:. DESCRIPTION REVISIONS T oking Pricle In Builcling [xcellence APPROVED PAG[ No. JOB NUMBER• 237 SOUTH 4TH ST ALBION, N[ 68620 (800! 327-0790 r'""=~·~· ---------------------~Dr~siEGN~· ~~ r R[V• 17 Cl.l!SUX..,.~ DA T[: 1106105 : f , .. j.; ; j .. I I I I I I I I I RAKE . TRIM (ITRT __ ) LAPTEK SCREWS @ 12" O.C. BOTH LEGS~ PEAK BOX (IT-PBF) LAPTEK SCREWS UL-60 ROOF TK____ SCREWS @ 12" O.C. AT PURL!NS UL-90 ROOF TK____ SCREWS ® 6" O.C. AT PURLINS RIDGE CAP r ROOF PEAK PURL!N TK____ SCREWS @ 6" o.c .. . ROOF SHEET .>--RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ENDWALL SHEET, USE TK____ SCREWS ® 6" O.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX MASTIC TO !:: RETURN MASTIC DOWN PURLIN BEARING EDGE AND RETURN 6" APPLICATION DETAIL IN PLACE PANEL UL-90 ROOF TK ____ SCREWS ® UL-60 ROOF TK____ SCREWS ® 12" O.C. AT PURLINS 6" O.C. AT PURL!NS~ ROOF SHEET~ RAKE TRIM (ITRT__) ""' LAPTEK SCREWS @ 12" O.C. BOTH LEGS~ RAKE TRIM CLOSURE (IT-RTC), POP-RIVET TO RAKE TRIM ___.--1111 ENDWALL SHEET/ TK____ SCREWS @ 6" O.C. AT BASE OF ROOF SHEET TK____ SCREWS @ 6" O.C. AT TOP OF WALL SHEET EAVE TRIM (ITET__) LAPTEK SCREWS @ 12" o.c. TK____ SCREWS ® 12" O.C. AT GIRTS BASE ANGLE OR CHANNEL TK____ SCREWS ® 6" O.C. AT BASE OF WALL SHEET ~SIDEWALL SHEET ~CORNER TRIM (ITOC __ ) LAPTEK SCREWS @ 12" O.C. BOTH LEGS ENDWALL/SIDEWALL CORNER MULTI-RIB SHEETING (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) REV Sf:.!;J:m!:L.lllil! DING SYSTEMS A DIVlSit:>< m:iLOBAL !i!li.IST~ICS. !><e. 237 SOUTH 4TH ST AL BIDN, N[ 68620 (800! 327-0790 DESCRIPTION APPROVED REVISIONS Taking Pricle In Builcling [xceilence PAG[ No. Pf<OJEC:T JOB NUMBER' ADDRESS DESIGN: JLS F=--------------------~R~[V~·~~/8 t<~:ll'·~et<J>p DA T£: 41 3102 I I I I I I I ENDwALL SHEETING CORNER CUT DETAIL TOP OF ROOF SHEETl 24" -t ----t !-------- LSHEET -----------------ANGLE -f.-----END\JALL SHEETING USE FOR 2 12 ROOF SLOPE ONLY TOP OF ROOF SHEETl f.------30 11 ____ __...., t ~ ~------'-"--fru l SHEET ANGLE 10 II ~ END\JALL SHEETING -1 USE FOR 4 12 ROOF SLOPE ONLY fru l SHEET ANGLE END\JALL SHEETING- USE FOR 3 12 ROOF SLOPE ONLY NOTES: · CD MAKE CUTS ON OPPOSITE CORNER FOR wALL SHEETS ON OPPOSITE SIDE OF THE RIDGE. C2) BUILDINGS wiTH SLOPE LESS THAN 2:12 NEED NO FIELD MODIFICATION TO END wALL SHEETS ENDwALL SHEETS. CJ) ALTERNATE METHOD FOR TRIMMING ENDwALL SHEETS IS TO INSTALL AND USE SHEET ANGLE AS GUIDE FOR CUTTING CORNER ON SHEETS. REV DESCRIPTION APPROVED REVISIONS Taking Pride In Building [xcellence PAG£ No. Sr--NTJNEI Bull DING SYSTEMs PROJ~c' JOB NUMBER< A DIVI~Itl< ofULORAL i<ov:;TI!Jts, me. 237 SOUTH 4TH ST ~:=:========~~3 ALBION, N£ 68620 ••Mm DESIGN JLS (800! 327-0790 REV• I b'"'""' ... '" DAT[: 41 3102 . I ff ' ff I 0 I 0 0 I . I I ' -... I ~ ~ "' J9/16" DIA ~ES ll ll I 0 I I I I I I I 11 .. I I I 1" 1 7/8" 2 3/8" I 3 1/2" 9 3/4" I I I -., i',90o I \ _j__~ ---r-;;- I 7" r I TYPICAL USE PART GIRT TO COLUMN 76830 I r9/16" DIA HOLES I ' I --- I I I~ I:; ;,. 0 li;l I I"' I 0 --1-I I -~ r 12 1/8" I~ .. 7 /8" I 1" I I ~ 1 1--<9 .. I \, Oo I I \ _j_'ro '-.. ' -3"~~- I ! ! TYPICAL USE PART FOR SHEETING ATTACHMENT POINT CGC6 I AT THE CORNERS OF BUILDING ' 0 I 0 0 I I~ I:; J9/16" DIA HO~ 0 li;l 0 I"' I ) 1 7/8" 11 7/8"1 I 1" I 4" 9 3/4" I I ...___,90o \ l'ho -j-;;- 7" r TYPICAL USE PART GIRT TO COLUMN 76830 r9/16" DIA HOLES I~ 1 1/4" --1-I:; 0 "' I~ 2" '-.. - I"' 0 ... 1-f- I 1 1/4" r I I 2 1/8" 1 1 7/8" 1 1" 5" 1 1--QOo r \ _j_'ho " f---3"~~- TYPICAL USE PART FOR SHEETING ATTACHMENT POINT CGC4 AT THE CORNERS OF BUILDING J1 I 0 1..., j -lz 5/16" DIA HOLES ::; 11 0 I~ 0 0 lfil 0 I I 1 .. I 1 .. I 2" I 1" I 5" r 1--"'o. r \ I ;, " f---3" ---fT- TYPICAL USE PART DOOR JAMB TO EAVE STRUT JMES STANDARD CLIPS THAT MAY BE SUPPLIED WITH BUILDING. REV I DESCRIPTION I DATE l APPROVED REVISIONS ----------- Taking Pride In Building [xceUence PAG[ No. SrNT!N(I Bl!!l D!Nri ~YSTE!::lS. """-"~' JOB NUMl!E:R• A Vov'""" tru\..UllAL -••«< . ..:. 237 SOUTH 4TH ST ALBION, N£ 68620 ·~t<O;l~ lJ[SJGM TLH (800) 327-0790 R[V: ~0 ,., •. ~,~., IJJAT[: /16105 ) ! 1· ,. ,. I ! [ 1 I 1: ! t i ' t t i f f F . I I I I I I I I GUTTERS AND DOwN SPOUTS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING. INSIDE CLOSURE-LAPTEK SCREwS ROOF PANELl ~ GUTTER STRAP 24" D.C. LAPTEK SCREw I @ 12" D.C. ~ / LAPTEK SCREw Ut F ~ @ GUTTER STRAPS J ,---'AVE TRIM ---_ I ~· ~ >ll " --------1 TK SCREw r;; l;::;l:_ TK ____ SCREw csEE:-NDTE A> ~ CSEE NOTE A> ~~'-'-LAPTEK SCREw L n ....._ '-@ 12" D.C. ~ ~~STANDARD GUTTER EAVE STRUT ~ ~ GUTTER OUTLET I ............__ OUTSIDE CLOSURE SIDEwALL PANEL ""' "' ol DOwN STRAP I SEE DETAIL A-A __~"- ~ vDDwN STRAP ~ oJ/ ["" 'OCLBDW USE THIS METHOD FOR H 3" GUTTER LAP FORMED TYPE DOwNSPOUTS. BOTTOM SIDE OF """-.., -GUTTER SHOwN !'--POP RIVETS AND CAULK -• -1 OUTLET • 1 HOLE '--\-t--1-F ~-------=:::=~- ------------"""C"""U-'-T _T'-"0"----'-F-"-IT'---'--F-"'D"-'R'-"M E=D"-'=D=U...:._T "'-'L E=-'--T • ~p o, c~ FASTEN TO DOwNSPOUT-'~S~~L~JvrHH TYP C4> PLACES DOwNSPOUT CONNNECTION/ GUTTER LAP DETAIL GUTTER CUT OUT FOR OUTLET ATTACHMENT H3" GUTTER LAP USE THIS METHOD FOR BOXED TYPE DOwNSPOUTS. BOTTOM SIDE OF GUTTER SHD\./N """-..,'--PDP RIVETS AND CAULK __ _,-• • • ~~[j) FASTEN TO DOwNSPOUT-!'-~B~T Rt0Hs wiTH TYP C4> PLACES DOwNSPOUT CONNNECTION/ GUTTER LAP DETAIL ~APTEK SCREw \_j~L TI-RIB PANEL "illr -DOwNSPOUT ERECTION NOTES: --\- ) 4" CUT LINES...J LBEND LINES BEND TABS DD\./N TO FASTEN DO\./NSPOUTS AS SHDVN AT LEFT. GUTTER CUT OUT FOR OUTLET ATTACHMENT STRAP CA) LOCATE CD TK ____ SCRE\J ON <;( '-P __ __, -~ -DOwNSPOUT PDP RIVET C2) REQD PER STRAP DETAIL A-A MULTI -RIB PANEL EACH SIDE OF MAJOR RIB ON ROOF PANEL. DESCRIPTION I DATE I APPROVED REVISIONS '----------------,--;::-----:::Y--~ Taking Pride In Building [xcellence PAGE No. SrNTJNE! Bull DJNG SYSTEMS:--_ r.:;:;;,~-;;;:;x"c----=--------'=--------,J=os "'"'Nu"'"MBE""R· -+-"~ A D!VISI~ O'{iL0JlAL lrousnuu. Ito::. 237 SOUTH 4TH ST ALBION, N[ 68620 (800! 327-0790 ' I l! i I I OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING, ----------------------------------------------------------------~--------------------------------------------------~ TYPICAL SPRING PAD CONFIGURATION (CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS) I--------OPENING I.J!DTH -------1 PAD LOCATION FOR ADDITIONAL SHAFT BRACKETS FOR DOORS OVER 18'-3' I.JIDE ** I SB_: f]i/' 7)_, 7;2_, 7fl~R. I- I r ~ I +-L __j OF SHAFT L __j H-1."' STEEL PADS FOR SPRING ~ i I ANCHOR BRACKET MOUNTING i ~ I I I I I : I I I I I \HEADER I I I I I I I I I I I I I ~ 81 0 I I I I I I I CJ I~ I z I ~ :I a!' ~I I I I I I I I I I I I I I I ~JAMB i I l ' *See tro.ck detail for headrooM cleo.ronce diMensions **Not o.pplico.ble to full vertical tro.ck S.R. :::. MiniMUM Required Sideroon DESCRIPTION I DATE I APPROVED i REVISIONS ~~==--Ta_k_0~g_P_r_~_e_I_n_B_u_ild_0~g_[_x_c_el_le_n_ce~o=MTh-~~=~-N~o. SENT!NE! B.Ull DING SYSJ.E:!iS_ P'<OJ!:CT JOB NUMBER• A D"'"'"" o<GLOllAL ~"'"~ltS. <><:. 237 SOUTH 4TH ST ALBION, N[ 68620 (800! 327-0790 ~·~="~'---------------~OC~Y~~~·~~ R[V• ~ 1 CLDlLo:.d.l' nArr: llo6;os r o( ' I I OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING. OVERHEAD DOOR SPRING CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS ENDWALL DOOR SPRING PAD FRAMING c-2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) PAD SIDE VIEW ~ENDWALL RAFTER~ VIEW (Fcom Bldg lntecioc) ~ ! flf"'~~-f-.!.. ' ' \ --SPRING PLATE ..-/' i i it----''--1," 1 ] J I' ~~-~\--~ ~HEADER TYP. / \_ 2"x 3"x 16 ga ANGLE TYP HOT ROLLED RAFTER OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS AND BACKHANG DETAILS NOTE: Building Supplier does not provide material to back hang the track. ~PURLIN TYP. 2"x3"x 16 ga. BACKHANG ANGLE TYP ~ -DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL I A) 1-----PURLIN /-----------2"x 3"x 16 ga. BACKHANG ANGLE TYP " DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL ~EAVE STRUT~ ~ F===~====~ ~: . ' . ' ~==~·~;;;o;o;~~===J ' ' ' . ' ' ' ' ' ' _.__.--SPRING PLATE~ i i ,:x: C0 L ,o ( ! ! :X: I' 1----c,......--"'\._-------j N ~HEADER TYP. _/ ~ 2"x 3"x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL 1. i' r t I I 1 .--~--------,-'----.----,---li REV I DESCRIPTION I DATE I APPROVED !: ~~------~R~EV~l~SI~O~NS~------~~ I ------Taking Pride In Building [xceUence PAGE No. SrNTTW! Btm DJNG SrsrrMs ""'J...:CT " VM<D< I>'CiLOa<l!. kwr!Oltl, 00:. ALBION, N[ 68620 •n...;n DESJGN: 237 SOUTH 4TH ST t========~~;;;~~~ (800) 327-0790 R[V: ;2.,3 -----------------------------------------'--------'-----__[_--------~~~ DAT[: 1106105.