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Home My WebLink AboutApplication - PermitGarfield County No. I fOl.b~ Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0375 Cr 352, bldg# TBD, Rifle Locality: 2177-134-00-205 I ------------------------------------------------- Use of Building: Airplane Hangqr Owner: BOCC, Garfield County/ (lease) STM Hangars LLC Contractor: Savage Land Company $6,997.24 Date: ~ ..!. ~~ ~d\) 7 Clerk: 0-~ Amount of Permit: '-Q..J s:: 3 ~ \i ~ ~ ~ ~ 1 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 a·· Street, Suite 401, Gleawood SpriDp, CO 81601 Phoae: 970·945·8212 I Fa&: 970-384-3470 I Jaspectloa Liae: 970.384-5003 Permit No : ---"/_'O_ .. _{o_b,;;;..._;fo=--ParcelfSchedule No: 2177-134-00-205 I Job Address: Garfield County Regional Airport, 0375 CR 352, Bldg. IJTBD, Rifle co Lo} No: N A Block No: Subd. I Exemption: Owner: LLC Clm'\c~ Address 20 1 Railroad Av Ph : wgPh: S TM Hang ars , Rifle, CO 8 1 650 (97 0) 625 -1470 ame J Contractor: Address:201 Ra i l road Av Ph: ~.:IN' ~8o~o o 3 2 7 t<:Pu S a vag e La nd Company Rifle , co 8 1 6 50 (9 70) 625-4401 4 Architect/Engineer: S ee Attach ed Address: Ph: Lie. No . 5 S~ Ft. of Buil ding: s5 . Ft. of Lot : ~ 1 '848 s .f. 3 ,94 7 .8 4 s .f. He ight: 20 ' No. of Floors: 1 6 · u.e of BuDaing:-/ f-.;\.f"rp lane Hangars. 7 ·Describe Work: Erecf new steel h~p.ga t: bu.ilding. 8 Cliuis of Work: il New 0 Alteration o Remove 0 Addition 0 Move 9 Garage: 0 Single Carport: IJ Single 0 N/A Double N/A 0 Double 10 0 Driveway Permit a On·Site Sewage ~ Site Plan N/A N/A Disposal 11 Valuation of Work: $ Adjusted Valuationsf( 'J{{t'J'1 ~ .)_ t.{ $550 ,0 00 .0 0 12 Special Conditions: Leas e fo r site fro m Garfield County app roved. NOTICE Plan Check Fee: Permit Fee: ( A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE )lSia ~l( ISSUED BY THE STATE OF COLORADO. YZ. 'tO 1 TinS PERMIT BECOMES NUU. AND VOID IF WORK OR CONSTRUCTION Total Fee: Dated Permit Issued: AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS , OR, IF (?~q 1 ~'( CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFrER WORK IS COMMENCED. I I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS OCC Group: Const. Type: APPIJCAllON AND KNOW 1liE SAME TO BE TRUE AND CORRECT. All. -(:8(.., PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE Zonmg: Setbacks: GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY cmtER STATE OR ~~N~h STRUCDONOR ';h~;;CE Manu. Home: ISDS No . & Fee: SIGNATUR,I OC'NER I 151ft ill' _Sr ..-"J..,L-o-1 J.u . \l\ C(--'2~H-1 )15 ¢ BL~~~· Q=·nEn. APPR DATE OVAL/DATE AGREEMENT r- I PERMISSION IS HEREBY GRANTED TO 1liE APPUCANT AS OWNER, CONTRACTOR AND/OR 1liE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBM11TED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, 1liE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AlTTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. 1liE SIGNER FURTHER AGREES TIIAT I F THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED wrrn IN 1liE LCOAllON, ERECTION, CONSTRUCTION, AND USE OF 1liE ABOVE DESCRIBED STRUCTURE, 1liE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. 1liE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT 1liE BUilDING OFFJClAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF 1liS CODE OR ANY OTHER ORDINANCE OR REGULATION OF 1lfiS JURISDICTION. 1liE REVIEW OF SUBMITI'ED PLANS AND SPECIFJCAllONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSllTUTE AN ACCEPTANCE OF ANY RESPONSrBIUllES OR UABUllES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCJES. THE RESPONSI BIUTY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. ~~ I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INlTlAL): __ ~+-'lF-'--- 1{, \ }\ t_)\ ~ t.'Ei> I:'> )J./ ~ ~h~L'S' 08 /02/2007 THU 16:13 FAX 1 970 625 0803 JOHN W SAVAGE PC ~002/002 The following items are required by Garfield County for a final inspection: l. 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 instllled, a complete kitchen with cabinets. a sink with hot & cold running water, non-absorbent <..--1dtchen 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, bot and cold \ )( J running water, non -absorbent floors and walls finished and a privacy door; fv.. 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or ~ ~ r decks over 30" high constructed to all TBC and TRC requirements; f .,.~. 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 ~ting circmnstances, i.e . weather. but a Certificate of Occupancy will not be issued until /all the required items are completed and a final inspection made; 8. A final inspection sign offby the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will he 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 AlJ.t. 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 l1N'IU A CERTlFICATE 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 PREMlSES UNTIL ABOVE CONDmONS ARE MET. I understand and agree to abide by the above conditions for occupancy, usc and the issuance of a Certificate of Occupancy for the dwelling under building permit# fo "''- Date RECEIVED AUG 0 2 2007 GAHF !d .D COUNTY BUILDING & PLANNING V ALUATIONIFEE DETERMINATION e.g Wf\U ·. G ~~\o[ Cov."'"-f ~ Applicant ~TfVI ~ Address ._ 17 s= c./l __ _ Date &:-21 -o1 Finished (Livable Area): Subdivision A--.12p ot-./- Lot/Block Contractor 54v~ b c{ Main Upper Lower Other 1'7 &'liB X 3f ~ fhaCA.+-ff ~s ~ Basement: Total Square Feet Valuation Unfinished f i) ~Lj &-' X 3'1 . V&- ?JJ 1 01cr, ~v Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Gara2e: Valuation Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation .. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided . When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design . Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and 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 me, 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 corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of30% 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 fin~lat with the proposed structure located within the envelope. Yes 2 . Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This infonnation must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project b/ 3. Does the site plan indicate the location and direction of the State, County or private road accessl the property? Yes 4. Is the I.S.D.S . (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 2 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Yes. __ _ No __ Not necessary for this project V 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\Jpproval 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 unifonn 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~~n 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 e~ Yes__ No__ Not necessary for project Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? / Yes__ No Not necessary for this project_V_ Do the plans include design loads as required under the IBC or IRC for roof snowl~s, (a minimum of 40 pounds per square foot in Garfield County)? Yes No__ Not necessary for this project __ Do the Qlans include design loads as required for floor loads under the me or IRC? Yes_:Z__ No Not necessary for thi,$ project __ Does the plan include a building section drawing indicating foundation , wall, floor, and roof c~ruction? Yes No_ Not necessary for this project __ Is the ~d speed and exposure design included in the plan? Yes 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-...il_ No Not necessary for this project __ Does the building section drawing or other detail include the method of positive conne~n of all columns and beams? Yes__ No__ Not necessary for this project __ 3 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top o~a flat roof? (Check applicable zone district for building height maximum) Yes_V_ No__ Not necessary for this project __ Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes_ No__ Not necessary for this project V Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the me or IRC? Yes__ No__ Not necessary for this project.--.lL Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the ffiCoriRC? Yes __ Not necessary for this project V No_ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? / Yes No__ Not necessary for this project __ V_ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? / Yes__ No__ Not necessary for this project__j,L_ Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes__ No Not necessary for this project V Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes~ No__ Not necessary for this project. __ _ Does the plan indicate the quantity, fonn, use and storage of any hazardous materials that may be in use in this building? _ - Yes__ No . Not necessary for this project_L 'PMr\-1~\ ~.0 8 '1 ~~\::. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes__ No_ Not necessary for this project_L ~ 0 !:v}UJ t>r-C & S Wl IL- 13ec-l t-l S:IA t_...lk--D 4 26 . Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both §eXes? Yes__ No_ Not necessary for this project~ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes_ No__ Not necessary for this project ./ 28. Have two (2) complete sets of construction drawings been submitted with the appli~n? Yes No __ 29. Have you designed or had this plan designed while considering building and other cons7ion code requirements? Yes No__ Not necessary for this project __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final i7ection by the Garfield County Building Department? Yes No __ __ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5 .05.03 in the Garfield County Zoning Resolution for setbacks. Yes \/ No __ 32. Do you understand that approval for design and/or construction changes are required prior :/e implementation of these changes? Yes No __ 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your buildi~yermit? Yes No __ 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occ9pancy of the building? Yes v No __ 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must compl\.tth the Uniform Codes? Yes No __ 5 36. 37. 38. 39. 40 . 41. 42. 43. 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-SOOJ.y bS Are you aware that requesting inspections on work that is not ready or not accessible will res' in 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 Department at 625~860 I . Yes No tJ'o T tJ~SA(l-'"( D N ~,4-c{_~t ~ c.T'( rzc-s p;.r<-ff Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required aytime of inspection. Yes VNo ___ _ Are you aware. that on the front ofthe building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submitta!,pfthe building permit application? Your attention in this is appreciated. Yes ~ No. ____ _ Do you know that the local fire ~ct may 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 issuance of a building permit that you will be required to obtain a grading permit? Yes t/ 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 me to prepare the plans and specifications for the project. . / Yes No Not Necessary for this project _ ___.;...V __ _ I hereby acknowledge that I have read, understand, and answered these questions to the best of my a lity. I I 6 Signature Date ....;(~9_70....;.)_3_79_-_s_o_4o ___ ( evenings) Project Name: STM Hangars Project Address: 03 7 5 CR 352, Bldg. TBD Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance ofthe permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm October 2006 7 PLAN REVIEW CHECKLIST Date._...J~iol.--....!!2~1-.....:0::..1J-__ _ Building Planning/Zoning v"' Engineered Foundation ~erty Line Setbacks __Loriveway Permit r;x..~ _0ott Stream Setbacks ~urveyed Site Plan /f411\L... 5'V t /3rt; :if:· /Flood Plain 4j~{.,- Lseptic Permit and Setbacks u.kJ v"" Building Height J Gradeffopography 30% aAttach Residential Plan Review List \/ Minimum Application Questionnaire ~Subdivision Plat Notes v' Fire Department Review ~Valuation Detennination/Fees _0ed Line Plans/Stamps/Sticker ~Attach Conditions __tL_Application Signed ___LPlan Reviewer To Sign Application ~ Parcel/Schedule No . • 40# Snow load Letter-Manf. Hms . I./ Soils Report GENERAL NOTES: /zo nina Sian-off SA\-. c:>\(. --e e -4,.Road Impact Fees ~HONDRC Approval _tL"Gradeffopography 40% -t,LPianning Issues ~.,~ L .J4.u-.subdivision Plat Notes 20 I Railroad (The Rifle House) • Rifle, Colorado 81650 970-625-440 I • FAX 970-625-0803 JOHN W. SAVAGE Broker #4 BUILDING Erect-A-Tube Dennis Stanley Nelson, #24136 701 West Park Street Harvard, IL 60033-0100 (815) 943-4091 FOUNDATION Olsson Associates Michael D . Spilinek, #39237 20 I E. 2"d Street Grand Island, NE 68802-1072 (308) 384-8750 ATTACHMENTS SALLY M. BRANDS Contractor SAVAGE LAND COMPANY, INC. September 20, 2007 Mr. JeffKehr Garfield County Building Dept. 108 glh St., Suite 401 Glenwood Springs, CO 81601 Re: Application of STM Hangars, LLC Dear Mr. Kehr: 201 Railroad Ave. P.O. BolC 1926 Rifte, CO 81850-1928 97~25-4401; fax: 825-0803 email: SavagaJWtmmsn.com Enclosed herewith are two copies of the revised plans for our hangar project per your earlier discussion with Erect-A-Tube. Also enclosed is a copy of an email message from Olsson Associates confinning that these changes did not affect their foundation plan. Please advise if additional information is needed. C:\Oocuments and Settings \John Savage\My Documen!S\NVSPERS\HANGARS\Hangars\COnstruc:lion\llr Kehr re revised plans.doc Revised: 912012007 3:01 :00 PM; printed: 09120107; 3:01 PM; Page 1 of 1 John W. Savage From: To: Sent: Subject: John, "Mike Spilinek" <mspilinek@oaconsulting.com> "John W. Savage" <savagejw@msn.com> Tuesday, September 18, 2007 10:07 AM RE: Final Structural Drawings Page 1 of3 This will not change the foundation design. Our design was based upon a 40 psf ground snow load as indicated on the drawings. Contact me with any further questions. Sincerely, Mike From: John W. Savage [mailto:savagejw@msn.com] Sent: Mon 9/17/2007 10:31 AM To: Mike Spilinek Cc: PRT-Kubesa Marek Subject: Fw: Final Structural Drawings Mike: Garfield County Building Department has required Erect-a-tube to increase live snow load on my hangars from 30 to 40 lbs. Is this going to require revisions to your foundation plans? John W. Savage, Esq. John W. Savage, P.C. 201 Railroad Ave./P.O. Box 1926 Rifle, CO 81650-1926 970-625-1470;fax:970-625-0803 -Original Message- From: B ~!ldy_~irk To: 'Joh n W. Savage' Sent: Monday, September 17, 2007 8:08AM Subject: RE: Final Structural Drawings New drawings should be coming this week changing the roof live load from 30 to 40. ----Original Message----- From: John W. Savage [mailto:savagejw@msn.com] Sent: Wednesday, September 12, 2007 5:23PM To: EAT-Kirk Randy Subject: Fw: Final Structural Drawings Randy: Still haven't gotten anything back from you on this matter, please advise. John W. Savage, Esq. 9/20/2007 S1MHANGARS,LLC JWie 3, 2008 Garfield County Building Department 108 81h St Glenwood Springs, CO 81601 Re: STM Hangars-Garfield County Airport Owner. STM Hangars, LLC Contractor: Savage Land Company, Inc. Permit Issued: 9/26/07 1)666] Dear Sirs: 201 Railroad Ave. P.O. Box 1928 Rlne. co 81650.1928 970~25-4401; fax: 625-0803 email: savageJWGmsn.com RECEIVED JUN 0 5 2008 GARHE:LiJ '.JuuNTY BUILDING & PLANNING Enclosed are stamped Reports from Olsson Associates as required by Notes #2 and #5 of the approved plans. Please advise if additional information is needed for Final Inspection. C:\Documents and SettlngsUohn SavageiMy Documents\STM HANGARS UC\Building One\COnstruction\Buildlng PermiNir to Build Dept re stamped plans.doc Revised: 61312008 5:02:00 PM; printed: 06103108; 5:03 PM; Page 1 of 1 0 0 SITE OBSERVATION REPORT FOR GARFIELD COUNTY REGIONAL AIRPORT GARFIELD COUNTY, COLORADO PREPARED FOR OLSSON ASSOCIATES 201 EAST SECOND ST. GRAND ISLAND, NE 68802 PHONE: (308) 384-8750 CONTACT: MICHAEL SPILINEK PREPARED BY OLSSON ASSOCIATES 143 UNION BLVD., SUITE 700 LAKEWOOD, CO 80228 PHONE: (720) 962-6072 CONTACT: BRYANT WALTERS REPORT PREPARED: NOVEMBER 12, 2007 SITE VISIT: NOVEMBER 8, 2007 OA PROJECT No. 2006-2185 r 0 0 S1te Observation Report SUMMARY On November 8, 2007, the Garfield County Hangar Facility site was visited by an employee of Olsson Associates. The purpose of this visit was to inspect the caissons for the building. Upon the arrival on site, all of the caisson holes had been drilled and the steel was in place in the holes. The purpose of this report is to provide the information and observations from the site visit. Project Site (Asphalt Pad at Garfield County Airport) Garfield County Regional Airport Garfield County, CO OA Project No. 2006·2185 0 0 Stte Observalton Report OBSERVATIONS The Garfield County Airport Hangar caissons were inspected by Chad Phillips of Olsson Associates on November 8, 2007. Joe Rando was the on-site contact for the project. I. PRE-POUR The Olsson Associates representative, Chad Phillips, arrived on the site at approximately 11 :45am on November 8, 2007. The site under construction consisted of a small asphalt pad located south of the runway on the airport grounds. Upon Chad's arrival, all of the holes for the caissons had bee drilled and the reinforcement steel was in place in the holes. The hole locations and caisson elevations had been surveyed, and checked by Joe Rando for accuracy. The existing asphalt had been saw-cut to allow for the proper bore size. The steel cages were all located in the holes, but were measured in place and appeared to be accurate and match the steel shop drawings. The holes were spot checked for depth. The holes were 6" to 12" deeper than planned. Mr. Rando informed Chad that the holes were slightly deeper to accommodate for any sloughing of the dirt during the steel placement or the wait time from the drilling to the pouring. All of the steel cages were fixed to the top of holes to ensure proper elevation of the steel. Bore Hole with Steel (Anchored to top of Hole) Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 0 ) S1te Observat1on Report All anchor bolts and weld plates appeared to be present on the site. There were plywood jigs being used for the anchor bolts to ensure proper spacing and alignment in the top of the caisson. There were reference points marked on the asphalt so that the weld plates could be measured and set into the wet concrete during the pour. The caissons below the grade beam were planned to be poured three feet below the top of the ground so that the grade beam could be poured at a later date. Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 Anchor Bolt Jig ) 0 Site Observation Report II. POUR The first truck from Casey Concrete arrived at 1:10pm. The concrete pouring procedure began at 1:20pm. There was no concrete testing agency present during the pour. The caissons holes were partially filled, then vibrated using a concrete vibrator. The holes were then filled to the top (3' below ground for the grade beam caissons) and vibrated again upon being filled. The largest holes (24" DIA) were vibrated 3 to 4 times during the filling process. Immediately after filling the holes to the top, the anchor bolt jigs were used to set the anchor bolts or the weld plates were set using the reference points on the asphalt. The caissons which were poured to the top of the ground were float finished even with the existing asphalt. Weld Plate at Top of Caisson (Notice Nails used to center plate) Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 \ 0 S1te Observat1on Report Anchor Bolts at Top of Caisson The concrete was being covered upon completion. Fourteen caissons were observed during the concrete pouring process. Chad Phillips of Olsson Associates left the site at approximately 3:15pm, at which time, the third of three concrete trucks for the day's our was arriving on the site. CONCLUSION Olsson Associates observed the holes and steel for the caissons at the Garfield County Airport. The pour of some of the caissons was observed. The caissons appeared to be installed in significant conformance with the plans developed for the hangar at the Garfield County Airport. (Note: Additional photos are attached) Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 SITE OBSERVATION REPORT FOR GARFIELD COUNTY REGIONAL AIRPORT GARFIELD COUNTY, COLORADO PREPARED FOR OLSSON ASSOCIATES 201 EAST SECOND ST. GRAND ISLAND, NE 68802 PHONE: (308) 384-8750 CONTACT: MICHAEL SPILINEK PREPARED BY OLSSON ASSOCIATES 143 UNION BLVD., SUITE 700 LAKEWOOD, CO 80228 PHONE: (720) 962-6072 CONTACT:BRYANTVVALTERS REPORT PREPARED: MAY 30,2008 SITE VISIT: MAY 29,2008 OA PROJECT No. 2006-2185 S1te ObservatiOn Report SUMMARY On May 29, 2008 the Garfield County Hangar Facility site was visited by Chad Phillips and Randy Zerr, employees of Olsson Associates. The purpose of this visit was to inspect bolts in the the steel connections for the building structure. The hangar facility was complete upon the time of arrival. The purpose of this report is to provide the information and observations from the site visit. Garfield County Regional Airport Garfield County, CO OA Project No. 2006-2185 View Of Inside Of Hangar S1te Observat1 c n Report OBSERVATIONS The Garfield County Airport Hangar structural connections were inspected by Chad Phillips and Randy Zerr of Olsson Associates on May 29, 2008. John Savage was the on-site contact for the project. SITE CONDITIONS The hangar building was complete. The bolted connections appeared to be in conformance with the structural plans provided by Erect-A-Tube. The bolts had marking consistent with those of Grade 5 Bolts. Garfield County Regional Airport Garfield County, CO OA Project No. 2006-2185 Typical Rafter to Frame Connection Garfield County Regional Airport Garfield County, CO OA Project No. 2006-2185 S1te Observation Report Rafter Center Connection Bolt S1te Observat1on Report CONCLUSION The hangar appeared to be constructed in conformance with the plans provided by Erect-A- Tube. All of the bolts appeared to be in place per the plan set. The bolts were spot checked for tightness and the bolts examined were tight. Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 ' S1MHANGARS, LLC April 30, 2008 Garfield County Building Department 108 gth St Glenwood Springs, CO 81601 Re : STM Hangars-Garfield Comty Airport Owner: STM Hangars, LLC Contractor: Savage Land Company, Inc. Premit Issued: 9/26/07, No.: 10666 Dear Sirs : 201 Railroad Ave. P.O. Box 1928 Rlne, co BHISD-1928 970-825-4401;h!x:825-0803 email: savageJWGmsn.com Notes #2 and #5 of the plans approval for the project required project engineer to inspect and report on installation of the fomdati piers and H.S. 'ng and field welding. Enclosed are Site Observation Reports by Olsson and ciates in compliance 'th these requirements . Please advise if additional infoimation is needed. ~~? #m>~ ~ CTolhfl M~ 7 4J~~ RECEIVED ~s _ MAY 0 7 2008 CU t! GAF<FIELDCOUNTY tU.. f)~tO..L'l. BUILDING & PLANNING C:\Oocumenls and Settings \John Savage'My Docunents\STM HANGARS LLC\Building One\COnstruction\Buildlng PemtlNtr Garoo Bldg re Olsson reports.doc Revised: 41300008 3:04:00 PM; printed: 04130108; 3:04 PM; Page 1 d 1 SITE OBSERVATION REPORT FOR GARFIELD COUNTY REGIONAL AIRPORT GARFIELD .COUNTY, COLORADO PREPARED FOR OLSSON AsSOCIATES 201 EAST SECOND ST. GRAND ISLAND, NE 68802 PHONE: (308) 384-8750 CONTACT: MICHAEL SPILINEK PREPARED BY OLSSON AsSOCIATES 143 UNION BLVD., SUITE 700 lAKEWOOD, CO 80228 PHONE: (720) 962-6072 CONTACT: BRYANTWALTERS REPORTPREPARED:NOVEMBER12,2007 SITE VISIT: NOVEMBER 8, 2007 OA PROJECT No. 200S.2185 Srte Observation Report SUMMARY On November 8, 2007, the Garfield County Hangar Facility site was visited by an employee of Olsson Associates. The purpose of this visit was to inspect the caissons for the building. Upon the arrival on site, all of the caisson holes had been drilled and the steel was in place in the holes. The purpose of this report is to provide the information and observations from the site visit. Project Site (Asphalt Pad at Garfield County Airport) Garfield County Regional Airport Garfield County, CO OAProjectNo. 2006-2185 Site Observation Report OBSERVATIONS The Garfield County Airport Hangar caissons were inspected by Chad Phillips of Olsson Associates on November 8, 2007. Joe Rando was the on-site contact for the project. I. PRE-POUR The Olsson Associates representative, Chad Philtips, arrived on the site at approximately 11 :45am on November 8, 2007. The site under construction consisted of a small asphalt pad located south of the runway on the airport grounds. Upon Chad's arrival, all of the holes for the caissons had bee drilled and the reinforcement steel was in place in the holes. The hole locations and caisson elevations had been surveyed, and checked by Joe Rando for accuracy. The existing asphalt had been saw-cut to allow for the proper bore size. The steel cages were all located in the holes, but were measured in place and appeared to be accurate and match the steel shop drawings. The holes were spot checked for depth. The holes were 6" to 12" deeper than planned. Mr. Rando informed Chad that the holes were slightly deeper to accommodate for any sloughing of the dirt during the steel placement or the wait time from the drilling to the pouring. All of the steel cages were fixed to the top of holes to ensure proper elevation of the steel. Bore Hole with Steel (Anchored to top of Hole) Garfield County Reglonal Airport Garfield County, Colorado OA Project No. 2006-2185 Site Observation Report All anchor bolts and weld plates appeared to be present on the si te . There were plywood jigs being used for the anchor bolts to ensure proper spacing and alignment in the top of the caisson. There were reference points marked on the asphalt so that the weld plates could be measured and set into the wet concrete during the pour. The caissons below the grade beam were planned to be poured three feet below the top of the ground so that the grade beam could be poured at a later date. Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 Anchor Bolt Jig Site Observation Report II. POUR The first truck from Casey Concrete arrived at 1:1Opm. The concrete pouring procedure began at 1:20pm. There was no concrete testing agency present during the pour. The caissons holes were partially filled, then vibrated using a concrete vibrator. The holes were then filled to the top (3' below ground for the grade beam caissons) and vibrated again upon being filled. The largest holes (24" DIA) were vibrated 3 to 4 times during the filling process. Immediately after filling the holes to the top, the anchor bolt jigs were used to set the anchor bolts or the weld plates were set using the reference points on the asphalt. The caissons which were poured to the top of the ground were float finished even with the existing asphalt. Weld Plate at Top of Caisson (Notice Nails used to center plate) Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 Site Observation Report Anchor Bolts at Top of Caisson The concrete was being covered upon completion. Fourteen caissons were observed during the concrete pouring process. Chad Phillips of Olsson Associates left the site at approximately 3:15pm, at which time, the third of three concrete trucks for the day's our was arriving on the site. CONCLUSION Olsson Associates observed the holes and steel for the caissons at the Garfield County Airport. The pour of some of the caissons was observed. The caissons appeared to be installed in significant conformance with the plans developed for the hangar at the Garfield County Airport. (Note: Additional photos are attached) Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 SITE OBSERVATION REPORT FOR GARFIELD COUNTY REGIONAL AIRPORT GARFIELD COUNTY, COLORADO PREPARED FOR OLSSON ASSOCIATES 201 EAST SECOND ST. GRAND ISLAND, NE 68802 PHONE: (308) 384-8750 CONTACT: MICHAEL SPILINEK PREPARED BY OLSSON ASSOCIATES 143 UNION BLVD., SUITE 700 LAKEWOOD, CO 80228 PHONE: (720) 962-6072 CONTACT: BRYANT WALTERS REPORT PREPARED: JANUARY 10, 2008 SITE VISIT: JANUARY 9, 2008 OA PROJECT No. 2006-2185 s~ ~ f}!-q,~ ~ KIL\t-Jj~~ S1te Observation Report SUMMARY On January 9, 2008, the Garfield County Hangar Facility site was visited by Chad Phillips, an employee of Olsson Associates. The purpose of this visit was to inspect the steel connections for the building structure. Upon the arrival on site, the skeleton had been erected, the majority of the side panels and doors had been installed., but the roof was not installed. The purpose of this report is to provide the information and observations from the site visit. Garfield Co\Ulty Regional Airport Garfield County, CO OA Project No. 2006-2185 View Of Inside Of Hangar Looking North Site Observation Report OBSERVATIONS The Garfield County Airport Hangar structural connections were inspected by Chad Phillips of Olsson Associates on January 9, 2008. John Savage was the on-site contact for the project. SITE CONDITIONS The site was covered with about 3" of snow on the day of the inspection. The construction crew was not working due to the weather. The skeleton appeared to be fully constructed with most of the side panels and doors in place. There was no paneling on the north end of the hangar (the end closest to the runway). All of fhe connection bolts appeared to be in place except for those needed to complete the roof. Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 Completed Connection 1 Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 Site Observation Report Roof Supports (Note: Not All Bolts in Place) Site Observation Report The cross bracing did not appear to be fully tensioned throughout the structure. This was due to construction not being completed. There were also temporary cross bracing consisting of come· a-longs and chains still in place at the time of inspection. CONCLUSION North End of Hangar {Note: Cross Bracing Is Sagging) The hangar appeared to be being constructed in conformance with the plans provided by Erect· A· Tube. The construction was not complete at the time of Inspection. The contractor will need to ensure the cross bracing is tensioned properly and the bolts in the connections are adjusted the required torque once the steel erection is complete Garfield County Regional Airport Garfield County, Colorado OA Project No. 2006-2185 . · COUNTY OF GARFIELD • BUILDING DEPARTMENT CORREC -ION NO ICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 3./S ?/? 3S'2 Permit No. /D~~(:, I have this day inspected this structure and these \Lpremises and found the following corrections needed: ~~ ~~ /rj#if- '5I Call for Re-lnspection &/ D $50.00 Re-lnspection Fee must be paid prior to Re-lnspection 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 ~-~ 20 03 Building Inspector /{):,.~-~--;;~,__- Phone (970) 945-8212 No. __,_/.......;::_0--.b-'31CCo"-J-~---As~essor's Parcel No. tX f ?'1-13'£-O IJ ...o1tiS Date ?A<~/o7 BUILDING PERMIT ---- Job Address o3 ~~~-d::~_,:.T~B~O-t--::.~~~~~~~~tu.~~~!..l?l6r;o Owner ~ 0 I /J.~ ~ # '=' ;JS -I '-1 '7 o Contractor~::::::::..::::!:IL--~~~~~---~ Address ~ u} R.~ a.JJe e 6SD ~oJS'-V<foJ Setbacks: Front Rear RH LH Zoning ____ _ ~ ~ INSPECTIONS Soils. Test ~· Weatherproofing Footmg J:..et. ___ ~:P.. Mechanical ____________ _ Foundation //-/~ M'11 ~ ~ Electrical Rough (State)--..,-----~--- Grout Electripal Final (State) Underground Plumbing Final ft-/2.-'0i /Checkli t Roug.h Plumbif'IQ. .. ~~ "4 ~ ~ Certificate Occupancy Frammg ..51~_ -~~ Date ____ ~r"fL-+...LE;.~..a-,.c.__ ___ _ Insulation Septic System#---.=-.:.... ________ _ Roofing Date ------------ Drywall d~ Gas Piping 3"'2l>,;QSBWC Other ~ ... tJjA NOTES (continue on back) INSPECTI ON ·WILL NOT BE MAD E UNLESS TH IS CARD IS POSTED ON TH E JOB 24 HOURS NOTICE REQUIRED FOR INSPECfiONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssue<l~~}..~~~-l,ned Area ••••••••••••••••••••••••••••• Pennlt No. •• 1~.f!d:~ ..... . t·· AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. use Aitpbre \\anqat Address or Legal Description ~1'5 Cl~~ • b\~jf"'Ibrl-l\~\e. Owner eocc. -~ S1M \\oY\qot:s Contmdor Sowqe I u!Atl (\~. 5ctbac:k, Fmgt Sjdc Sjdc Rear Tbis Card Must Be Posted So It is Plainly Visible From Tbe Street Until Fioallnspcetion. INSPECTION RECORD Footing _J.,U,. p.c Driveway Foundation 6-A~k:d,.,O.:~ 11~11-07 ~ Underground Plumbing Insulation ~ Rough Plumbing ~ Drywall ~ Chimney & Vent ...,......_ Electric Final (by State Inspector) {, • IJ---08 Gas Piping ~· 21-tJi ~~ Final {, -It-'D 8 ~ Electric Rough (By State Inspector) Septic Final Framing -~~4.-~r Notes: (To include Roof in place d Windo and Doon installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. TmS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY TIDS CARD DateQ/-,_ • ...,By ~ ~ ~,£ ~LA~"~ ~VE-;-&;~ CLEAR PLASTIC . Parcel .Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Asscssorffreasurer Pro12e r ty Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder ReceP-tion Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail Sales Detai l I Residential/Commercial Imwovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 024 II R024657 II 217713400205 II 44.867 I Owner Name and Mailing Address jBOARD OF COUNTY COMMISSIONERS jGARFIELD COUNTY j10s 8TH ST STE 213 !GLENWOOD SPGS, CO 81601-3363 Legal Description jSECT,TWN,RNG: 13-6-93 DESC: SEC j18-6-92 TR IN LOTS 2-4 & SEC j13-6-93 LOT 2, DESC: S2NE, SENW, S2 jsEC 14 N2, SE CONT 366.66 AC. LOT jDESC: 5(22.7 A) LYING S OF S ROW jLINE OF INTERSTATE 70, DESC: ALSO A jTR CONT 35.21 AC. IN SWNE & N2SE jALSO A TR DESC: IN SWSE OF SEC j18-6-92 CONT 8.11 AC. & 1.87 AC. IN jDESC: N2 N2NESW OF SEC 14 E OF CO. IRD. 346 & N OF co. RD DESC: 319 jALSO 2 TR OF LAND IN SEC 14 CONT j3.46 AC. & DESC: 19.38 AC. DESC. IN j563n39,740. EXCEPT .86AC. DESC: jDESC. IN LEASE 685/802. BK:0563 http://www .garcoact.com/assessor/parcel.asp?Parce1Number=217713400205 9/26/2007 Parcel Petail Page 2 of3 [PG:0739 BK:0513 PG:0913 BK:0512 [PG:0993 BK:0492 PG:0754 BK: 1787 [PG:318 RECPT:695570 BK:1557 PG:487 [RECPT:645634 BK:1557 PG:464 [RECPT:645633 BK:1557 PG:456 [RECPT:645632 BK:l456 PG:454 [RECPT:624770 BK:0859 PG:0018 [BK:0755 PG:0542 BK:0638 PG:0516 [BK:0638 PG:0170 BK:0859 PG:0031 [BK:0859 PG:0032 Location Physical Address: [[RIFLE I Subdivision: [ Land Acres: [[o Land Sq Ft: l[o Section II Township II Range 13 II 6 II 93 Property Tax Valuation Information Actual Value II Assessed Value I Land: o[[ o[ Improvements: 18,600,000[[ 5,394,0001 Total: 18,600,0001[ 5,394,0001 II Sale Date: I Sale Price: [ Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm/Ind lo I Buildings: No Building Records Found Tax Information http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=217713400205 9/26/2007 ----"""- fUl\JR[ RUNW,_ y 8/26 --------------------~ -------- -------Rv- ----•s.t.---"-SA-- ---JISA -----llSA __ _ ___________ .._ _____ ~ A MIS - -n~----- AIRCRAfT P ARKJNC APRON PROJECT LEGEND TO 8£ RDIO\o£0 A:RPM T PRCPEA N UNE AlRflOD PA\OIENT ABAN()O.IEO PA~N ENT RUN WAY/TioXJWAY S!<OULOOI PA\'£0 ROADS CRA'vn ROADS nEVA n ON CONTOURS ftNC( C(NT[RlJNE O\o£Ril£AOPO"ER RUNWAY SAfETY AAEA RUNWAY OBJECT FREE ARU. TAiOWAY SAf'ETY AREA ~ 0 .. I 1: ~ I OOSllNC 'tHIS PA()..("CT (TBR) ---___,! -c:::::::::J c:::::::l c:::::::::J = ==---·---- ---~._, ____ -----MO --- ---·------------------ -----"' ----- --lt1A-- --ltCf'A-- --T'$.A -- l 200 1- 0:: 0 a.. 0:: < ...J u <O ...J zo ...J o< z -a:: :3 0:: <!>o < w...J ll. (!) o::o z ~u w < t: :I: V> zw ::lE ::>u... 1-o:::! en Uo:: 0 ...J w t:;: 0:: < (!) drown by: MKP checked by: PJU approved by: PJU project no.: 6006 dw nome: SH£0 or 3 EXHIBIT A SITUATED IN THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GAFIELD, STATE OF COLORADO. SHEET 2 OF 2 585'44'27"( ~ GAR~ELD COUNTY REGIONAL AIRPORT ~ 95.08' 14'-13 .1 S88'41'01'E 1156.12' ASIS OF BEARINGS S88'4.1'01'E r - - - - -24 19 --23\4 v B - - - -.....J._ 1 13 18 SW CORNE! SECllOIII J ~ FOUND 3.25" ALUMINUM SE CORNER SECTION 13 CAP FOUND STONE YI11H CHISELED X ~ PREPARal BY: 0\oLSSON ASSOCIATES NO!£: !HI~ EXHIBIT DOES NOT REPRESENT A MONUMENITO LAND SURvtY. ll IS INITNOto ONlY TO OEPICl lHE A TlACHm DeSCRIPTION. ~o.w. lila number. MPK 1' = 100' dOll: 9/00/06 )obnumblr. 2·200H~82 ' 0 50 100 ~ SCALE: 1'•100' EXHIBIT COUNlY Cf GAR~UD. STAlE OF COI.ORAOO EXHIBIT A SITUATED IN THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GAFIELD, STATE OF COLORADO. GARFIELD COUNTY REGIONAL AIRPORT S88'41'01"E 1156.12' SHEET20F 2 S85'44'27"E 95.08' N85'44'27"W 95.08' "' ' . 0> "' I() " 'i:o ...: r O> ~ "' 0 ~ z .> ~~~4 v BASIS OF BEARINGS saa·41'Qi·E- ---Joy--j::- \_ SW CORNER SECTION 13 FOUND 3.25" ALUMINUM CAP SE CORNER SECTION 13 FOUND STONE WITH CHISELED X PREPARED BY: 0\oLSSON ASSOCIATES NOTE: THIS EXHIBIT DOES NOT REPRESENT A MONUMENTED LAND SURVl:Y. IT IS INTENDED ONLY TO DEPICT THE ATTACHED DESCRIPTION. drt~wn by: scale: R.O.W. file number. MPK ,. ~ 100' el'lecked by: _, job number:. DLS 9/00/06 2-2003-0062 0 50 100 ~ SCALE: 1*=100' EXHIBIT COUNTY OF GARFIELD, STATE OF COLORADO EXHIBIT A SITUATED IN THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GAFIELD, STATE OF COLORADO. SHEET 1 OF 2 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE SOUTHWEST CORNER OF SECTION 13, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARING: THE SOUTH LINE OF SECTION 13, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M. MONUMENTED AT THE SOUTHWEST CORNER OF SAID SECTION BY A .3.25" ALUMINUM CAP AND AT THE SOUTHEAST CORNER BY A STONE WITH A CHISLED X, WITH THE LINE BETWEEN BEARING SOUTH . 88"41'01"EAST. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 13, THENCE SOUTH 88"41'01"EAST, ALONG THE SOUTH LINE OF SECTION 13, A DISTANCE OF 1156.12 FEET, THENCE NORTH 01"18'59 EAST, A DISTANCE OF 1691.73 FEET TO THE POINT OF BEGINNING, THENCE NORTH 4"15'33" EAST, A DISTANCE OF 378.08', THENCE SOUTH 85"44'27"EAST, A DISTANCE OF 95.08', THENCE SOUTH 4"15'33" WEST, A DISTANCE OF 378.08', THENCE NORTH 85"44'27"WEST, A DISTANCE OF 95.08' TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 35,947.84 SQUARE FEET OR 0.825 ACRES, MORE OR LESS. EXHIBIT ATIACHED AND BY THIS REFERENCE MADE A PART HEREOF FOR AND ON BEHALF OF OLSSON ASSOCIATES. DANA L. SPERLING PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38012 PREPARED BY: 0\oLSSON ASSOCIATES NOTE: THIS EXHIBIT DOES NOT REPRESENT A MONUMENTEO LAND SURVEY. IT IS INTENDED ONLY TO DEPICT THE ATTACHEO DESCRIPTION. clrown by: R.O.W. file, number. MPK 1" = 100' ch4cked by: '"'" Job number. 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' . 1 !. COO£: 200l INTERHA1100AL BIJILOINC COO£ 2. 0£AO LOAD BUH.DIN{; 5af '118G!H C(XJJ.YER.I.llOA!l BY 8UilOING l.!.>.NUfACruf!£11 0.0 PSf l. UVE LOAO """ 4. SNOW 20.0 PSf W/ TRIBUTARY RWUCTOI 000 P'J" " GROJNO SNOW LOAD (P9) SNOW EXPOSURE F.t.C100 {Ce) SNOW ti.IPORTANCf FACTCAl (Is) SIIOW ll£RI.IAL FACTOR (Cl} FUT RW" SNOW LO.I!l (PQ ,_. ,_. '-' 53.6 PSF 5. 'MNO BASIC MHO SPEED (V) 100 MPH \liND EXPOSURE CATEGORY C \IINO IUf'ORTANCE FACTOR (I•) 1.0 OCSIGI ~ETHOO ~\\FRS 6. SDS!.IIC SEIS!.IIC USE GROUP 1 SflSij!C SH£ CLASS 0 SEISI.IIC Jl.lf'CWITA.Na: FACTOR 1.0 SEIS!.IIC OESIGN CATEOOIY C SPECTRAl RESPOOSE COO'f. (Ss} .l!I.S'I: SPECTRAl R(SPOOSE CCW". {SI) a.5~ ANAlYSIS PROCWJRE YIIIII.IU~ L.I.TER.I.l flllCE 7 SlRUClUR.t.l DftA'IIINGS AAE INID!OCO TO Be: USUI \liTH fJIECllON DIM \liNGS PROWl£!) BY ERECT-A~ 1U8£. CONTRACTOR IS RESPONSIBL£ FOO COOOOINATING SUO! REOU!R£\IENTS INTO lHEIR SilO' DRA\1\NCS AND '/IQRK. 8. HO OPENII-IGS !l~ALL BE NAOC IN ANY SIR\JC!IJRAI. ~00l£R 1\HHOUT THE Mlllllli APPROVAL <J" JH£ PROO:SSIOOAI. Cf R£CORD. g_ NO CHAHC£S IN SIZE ~ DII.IENSIOH r:F SlRUCTURAI. NEI.IBERS SH.-IU BE ~AOC "MTHOUT THE WRITT£N APPROVAl l1 II£ f>RCfESSIOOAI. Cf" REC~O F!J!Ifi!AllOH .t QRII rp PfRS 1 fOOliNG f)[SIGifS ARE BASED ON A Nt:T SO!L BI:ARINC ?RESSIJR£ Of lOOO PSI'. 2. ORIU.EO PIER FOUifi!AllOO DESIGN IS BI-SE!l ON AN Al.l.OWI.BLE BEARIIlG PRESSIIlE Cf 3,000 P:F AND A SKJN flliCllOO Of 300 ·~ 3. OR!U.£D PIER f"OOOOAllOOS AAE OESIGI'!EO USING A 40 TCf AND 78 !Cf" NOOIJLUS Of Hffi!ZOOTIII. Sill~ R£.0.CllOH fOR CLAY AND OOANI.UJI O'rillfiUROEN SOCS. R£SPECll\UY ~-[)[SIGN IS BAS£0 00 M GEOTECHNICAL RECOIJI,IENOADOOS Of TI£ SUilSURFACE fXI'lll!ADOH PROGR.W BY GRWtll OONEERtNG cct-ISULTANTS DATED OCC£WER 2.2. 2006. THE C()llRACT~ SHAll. 8£ THOUROUGR.Y fAUIUAR \liTH SIT£ AND 51.6CRII(!( INFORI.IA 1100 GMN THEREIN S. lJRiillD PIER DESICH IS BASED ON THE Rt:ACllOOS PRO'IIOffi ON THE ANCHOR BOLT LAYOOI PLAN llY ERECt-A-TUllE DATID 6-06-2006. CONQ![IF k RfltlflJ!QNG SlfF! ,_ 2 '· ' CONCRETE 1\1)11( SHAll. 8£ IN ACCOROANCE \liTH THE REOOI!t:UEJHS Of" AO JOT. .-IU CAST-IH-Pl.ACE CONil!ElE F"liii)S( II f"OOHOAllOH ml ORWO filERS SHAlllillJ THE fOI.LO'MHC Olll£R!A: a. lollNIMUI.I CQI.IPRESSIVE SlROIGTH Of ~.250 PSI AT 28 DAYS. b. UINIMUI.I DENSITY (f" 1~5 PCf" AT 28 DAYS. t. I.I.>.XIII..Ir.t WATE!l/CEIIENT RAllO (f" O.tS. IH£ s& ~ ~~lR~r~T~N~v~COOCDIIl!AOONS Cf WATER-5a.UBI..E SI..VATES. All CAST-IH-PI.AC£ COOCR£TE FOR fCUNDAllOO AND ORUID PIERS SHAll. liSE SULfATE-RESISTANT CUIENT. CONFOR~ING TO ONE Cf Tl£ fCUO\\ING: n. TYPE V, AS SPEQflED BV AST\1 C\50 b. TYPE H \liTH A I.IAXI\IUI.I CJA COOIDIT Cf 5% ANO A !.!.o.xJI.IUU COOTENT Of" (C.Af+2[c3AD Of 25~ c. TYPE H 00 1/11 ANO 15X 1ll 20X Cf THE C£MENT SHALl. 8£ REPLACED \1\lH AN WPROI'EO T'I?E F fl.V A!ll d. A OL£NOOJ CEIIENT CONFORII!NG TO HS, AS SPECIFIED BY ASTW C\\57. REINFOOONG SJUL SHAll. Cru"ORI.I 10 ASIW A615. GRAOC 6(), U.N.O. Tlf: 1.1\NMIU CONCR(T[ COVER FOR REitf"!RCING STtEt SHAll BE. U.N.O.: UNfOOW£1) 9JRF"ACE Ill COfiTACI Milt CRQUNO HIMD SI.!Rf"AC($ EXP05£0 1ll EAIH\1 M WEAillER: ~BAAS AND l..ARG£11 IS BAAS NIO SUiilllt fORI.IED SI.JRfAC1S N<IT EXPOSED TO EARTH OR Wi:AII!ER: SEAII.S, GIROCRS, CCX.UUNS SlABS. WAllS, AND JliSTS 111 liARS AND sw.u£R 11• AND liS liARS ,-,. ,,. ~· •• ~- 6. LAP SPI.JCB AR£ TO BE 43 BAR I).IJ.IEIERS. "1111\f A I.I~W~ LAP Df" 2~·. 7. HOR1lONTAI. REVf'ORONG IN fOOllNGS AM) S"IDIIIAI.l.S SHAU. BE COOllNIICI.JS. PRO'IIO£ Ctlll-0 BARS AT All C®£RS AA'O _..TERSECnOOS. U.N.O. 8. STRUCnJR.U.. COOCRETE SHAll 8£ NECHANICIII..lY COOSOUDATED IN ACCOROANC£ MIH ACI 309 9. f>ROI'CE A 2•( fl)l:!.IEO CONSTRUCnl)l KE'IWAY AT All. HGliZ&TAI. ANO VE!!llCAI. P0JR EDGiS. pBE-O!QNffRfl) l!ru.J R!JilliC \. I,IOAL BUII.:OING SUP!UR TO 9JBLIIT ER£Cll00 DIIA'IIIHGS AND DESIGN CM.CU.AlJOOS fOO R(V{W AND APPROVAL BY ENGINEER PRIOO TO fABRICAnCIN. 2. ANCHOR BQT Sll£, OONinT'I, ANO PAmRII TO 8E OETBl.m!ED BY !.IETAI. Btlii.DING StPf'IJ£R. EI!OOJI.IENT LE!IGII!S AR£ 9«111N 8 GENERAL NOTES SCAli: NONE 0 EXTERIOR GRADE BEAM DETAIL SCALE: 3/4"=1'-0" "")-~ 1 r PARlH\00 SHEillNG 1/!00 NOI ATTACH PARllllOO SHEETING 10 BASE ANCU: BASE ANC\I •/ 4' • !.liN. VERilCAl LEG~ ::t; EXJSI\NG ASPiiAI.l PAVEUENT Y,," RA~S(I w/ !)f [J.I(IEO!JENT D 2•• O.C. OR }6" ~A!l£1Bl Wi:()G( ANCHOR w/ Jj.;" (NB£DIJ[NT 0 J.li" O.C. 0 1NTERIOR PARTITION DETAIL SCALE: J/4"=1' o• G)IYPICAL ANCHOR BOLT DETAIL SCALE: NONE ANCHOR Bell SIZE, PRO.£C1100 ,....! AND PAIDN BY BIJillliNG SUPPIJER \ I' v CQIJI,IH BY 8\.lll.DING stm.IER \ rR£PAJR DJ$1\N.G ASPH.'.lT VARIES I PAVE~! AS RWJIR£0 ~~,~~lf~""'"c-~c----~~~~R1~~~~~~ + "'" I I F"r I I I I I I r--rfv-;r[ SOJEOOL£ Fefl VERTICAL I BAR OOANHTI' AAO SIZE I I -1----t I II ..;-SU:SCl-!ElXI.EFORl'f I J v BAR SIZE AND sPACING r~t I I I I I I I I r--r I I I I I I r--r I I I I I I T--r +------~ -hH """"~) DRIUED ~ER SCHEDULE CI.JANTITY lliA!.IfTER ·o· LENGTH l' VERllCM. BAR nE BAR OUAJHlTY -SIZE SIZE -SPACING ,.-25"-rt . -. ll 1112" o.c " ,.-2(1-0' . -. IJ 0 12" o.c . "" 2ll"-O" . -. ll ' 12" o.c . " ,-15"-0" '-~ f.} D 12" O.C. 0 IYPICAL DRILLED PIER DETAIL AND SCHEDULE scALE: 3/4" r-o· "' z~ 0~ t/)o tn"' -~~ 0 6 • ~ ~ . ~ ~ ~ : ~g V1 ---' i=a <( f--~~ "-' C> u "" . 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(92.0 ,. 5492.0) XX.X EXISTING ELEVATION LATE ELEVATION + XX.XX PROPOSffi BASE p -· --------------------- ' ' ' I ' ' ' ' ' ' " " " ' J SHEET S3 IS 133HS wnth: '~lOP ---:·ou 6"•o.1p ~~lt-900~ :·ou po[oJd ~~q:J.O/'t'O ,-,"--:.(q p .. o,ddo ,-."---fq po>p•~· HOn ~q uo.o.1p ;o '" ~z "' 0 o'" z "'"' "" > z., 0 ,... :e± c z > .,. 0 'U V>Z > , -< 0 >"' 0 <> ;o >"' z -< "' "'"" , I -> ,... ,!2 > ;o z " V>C o-< ,... -< !" 0 0 ,... 0 ;o > 0 0 I- "' 0 0 .... z• p~ 0 • ;o ~ '" < < Vi ~ 0 z ~ Vl • ~ ®- @---- ®-- 0-- ·' I~ 0 c ~ .O-,Il ,0-,LZ IIi 0 <>I ~no: JOV~ I I ,9-,P.0-,1 I ,01-,0Z ! .o-.~• • @l I .0-,!l ! 133.15 •I• ,9-,ar .a-.~• j ,01 ,Ol .O-Jt ,Z-,10 ·~ .0-,1=.11/l :JWJS 0 r A N'lld NOIIVONno3 .o·z• .01-.01: 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 -=J~-----k--L-~-==l=--_Jp_-__l_ ~p=~L-~~ _ _j __ L~-1,.-=~~- @ ~ I l1 I l1 J 11 I l1 I It I l1 I l1 'f. ~. ~ -.,. ~ I I il I il I il I il I il I il I · il 1----+--~o--t -i --+---~~r=+--r -+==-t-~-1u--r--+===1=---1u--t--t~= 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 i @ ~ _j @l i @J) i @l i @J) i @l i ·' ,9-,01 ,9-,01 ,9·,01 ,9 ,01 ,9-,01 ,9-,01 ,9 ,01 ,9-,0l ,9-,01 .9-,0L .9-.01 ,9 ,01 .9 ,01 6Z sz gz vZ £Z zz lZ oz 61 91 Ll 91 " Ulls •I• .9-.a£ .0-.Zt .o-,z• .o-.s• ~ -@ " ~ --@ 7 ~ ~ .. ~ p --® ~ ~ ~ " " i § ~ " f ; ' ~ I " i ~ .!: ~ 7 ~ 7 • 1. coot 2003 INlERHA TIOOAL 8UUIING cal( 2. DEAD LOIIO 8\JILDING SELf \\£1GHT CQI.AJERAI. LO.'JI BY SU"-DING U/.NUfACTUREll. o.a PSf l U>E LOAD '"" 5. 'MND ROO' GROONIJ SNOW lOAD (Pq) SNOW £XP09JRE fACTOR (C,) SI«JW II.IPORTANC£ fACTOO {I•) SHOW Ttlffiii,I.L fACTOR (Cl) flAT ROCf SNOW l.OAO (Pf) 20.0 ?SF W/ lRIBUTARY REOUCTION 4DO PSf " ,, '-' 316 PSI' 81SG 'II® SPUD {V) 100 I.IP!l 111NO EXPOSURE CATEGORY C 111NO 1\IPORTANCE: fACTOR {lw) 1.0 OESIGN J.IElHOO M\\FllS Sll"" SEI~C USE GROOP I 58SVIC SITE !l.ASS 0 >£1SWC IJ.Il'MTANC( F ACTOO 1.0 SEISUIC OESIG« CAl[GalY C SPEClAAL R£SPOHSE COEfF. (Ss) Jim SPECTRAL R(Sf'OOSE CC(ff. (S\) 8.5:1: ANAl. 'ISIS PROCEDUft[ IJI'IIt.rul.l l.AlEJIAL FORO: 7. SlRUCTURAl DRA'IIINCS ARE: IN'IENOEll TO Br US£0 \liTH ERECTIOO [)RA'IIINGS PRO~DID BY ER£CT-A-JUBr. CONTf!ACTOR IS RESPONSIBI.£ fefl COCllOINATIIIG SI.JOI fte:OOIREMENTS INTO THEIR SHOP DRA'IIINGS mD 'IIOIK. B. tl(l OI'EllNGS SHALL 8E W.I.O£ IN 1-J!Y SIRUCIUR.I.L ~fijBER 'IIITHOOT TKE ~ffiN .IPPROV,I.L Cf THE PROfESSIONIJ.. Cf RECC!!D. 9. NO CHANC£5 IH SIZE OR ONENSIOH Cf STRUCTIJR.I.L W.EioiBERS SHM.L 8E 11."--E '11\THOI.IT lHE 'MIITT[H IJ>PROVM. Cf THE PROFE"SS!Ctl.IJ. Cf R£00![1. FOOt!!!AJJOH t QRII ED PfRS I. fOOllNG OCSlGNS IJIE BASED ON A NET SOIL BE.IillNC PRESSI.IRE Cf J,OOO PSf. 2. OOIU.Eil PIER FOUNOA"lll)j OESICN IS BASEl> 00 AN M.LOW.I&£ BEAR~~~<; PRESSURE f:F J.OOO POf" ANO A SKlN FRIC"IIOO Cf .lOO w. ORIU.ED PIER FOUOOA"IIOOS AR£ DESIGNED !ISING A 40 TCf I-JIIl 78 TCf YOOULUS Cf HOO!ZONIM. SU8CR.ICIE RUC"IIOI! FOR OAY .I.ND GRANI.UR O'<UltlJROCN SOCS, RESPE:CllVUl. 4. OESICN IS SASED ON lHE CEOTEOlNICAL fte:COIJl,IOOAnDNS Cf THE SlJ6SURFAct: EXPla!AOON PROGRAII BY GRQI.HI E/1GIN££RING CONSU.TI-JITS DATED OECOoiBER 22, 2006. 11-€ trulfiACla! SH-'il BE: THOOROOGiilY FAI.III.JIJI \liTH SITE AND SUIIGRADE tiFOO\IAllON Q;{N lHEfte:lti. DRIU£D PIER DE:SIGIIS BAS[D 00 THE REACTIONS PR0'<1Dro ON THE ANQl[)R Dill L.AYOOT PLAN BY ERECT-A-fUSE DATED 6-06-2006. CQ!C1IElF ,t !!fJjfl!!QNG SJW 1. CONCRlTE iiORK SHAI.J. B£ IN ACCCfiQANa.: \liTH THE REQUIREMENTS Cf ACI 301. 2. AI.J. CAST-IN-I'I.AC( CONCRETE fUl USE IN FOO!mAllON AND !lRIIl.Ell PIERS SHAll WEET 11£ fOUO'IIIHG CRITERIA: o. UINI!.IUU CtU'RESSI\£ STR04G1\l Cf 4.25Cl PSI AT 28 DAYS. b. Yl'!ll.IUU DENSITY Of" \45 PCf AT 28 DAYS. c.. UAXlWY WATIJI/IB!ENT RAM Cf 0.45. d . .'Jl ENTI!IJNIIEHT OF 6% ± !Xx lHE saL AT THE SiTE CONTAINS SE\o£RE COIWIJTWIONS Cf WATER-SClUBL£ WArES. All CAST-IN-PL.Act: CONcaETE FOR fOONOAllON AND ORlWl PI£RS SH-'il USE su.fAT£-RESISTIJH CEWENT. C~fCflYINC TO ot.'E Cf 11£ FCUOiiiNG: o. TYPE Y, AS SP£Ciflal BY .ISTII WiO. b. TYPE n '1111\1 A WAXMJU C3A CONTENT r:F ~X mD A MAXIYllll CONIDH Cf (Ct-'f+2[CJA] Cf 2~:1'.. c.. TYPE II OR 1/n. ANti \5% TO 20~ Of 1\1£ CEWENT SHALL BE R£PlACI:D \liTH AN Al'f'RO'.tD TYPE F flY ASH. d .. A £II.Drol CEMENT C0!£00\1\IlG TO ItS, AS SP(OAED OY ASlU Cll57. ~-REINFCflaHC STEEL SHAll COKFQRiol TO ASTII A615. GRADE 60. U.N.O 5. 1\t: UMW\1 CONCfl£TE CO\£R fOR REI~OOOHC STEEL SHAll BE. U.N.O IR#"~ 9-JRfA!! ll CONTACT 11\TH GR!XIND ~Cfli.IED SURfA!!S EXPOSED TO VJ!Tll 00 'HEATHER: f5 BAAS .I.NO LAACER 15 BARS AND SloiAU.ER fffill£0 SIJRFA!!S HOT EX?OSED TO EARTH Cfl 'OEAIHER BOJIS. GIROERS. Clll.UUNS SI..ABS. WIJ.l.S, .I.NO ..KliSTS f\1 BARS .IJ4D SloiAillR fit »10 f\8 BARS ,. 6. L.AI' S!'I.JCES All( TO BE 48 DAR OIAI.IHE!lS. l\IIH A 1,1\NIWU~ L.AI' Cf 24'. 7, H<JI\Z!JHAI.. REif"CIRCHG IN fOOMGS .IJ40 STEIIWI.U.S SHM.L BE CONTlOOOUS. PROWl£ ctJ!I£R BAAS AT All COONERS 00 INTERSECTIONS. U.N.O. 8. STROCRJRAI.. COOCR£TE SHML BE YEOlANICJJ.l.Y CONSOLIDATED Ill ACCffiO.IJ4!! '11\TH AO 309 9. PROW)( A 2•~ fCfliL() COOSJRIJC"III)I KEYWAY AT ALL HaliZONTAI..I-JID lf:Rf\0.1. f'OUR £0(;£5. loi(IAL EPJII;DING SUf'I'I..{R TO SJBIJIT ERECllON DRAiiiNGS AND OCSIGN CN..CI.UTIONS FOO REW:W AND APPROV.IJ. BY ENGIHEE.R PRIOR TO FAORICAll!»>, 2. ANCHOR 8Tlll SIZE. OOANTlTY, 00 PATTERN TO BE 0£TERimED BY METAL BUIUJINC SUWUER. EI!BrnUEiH lENGTHS IJIE SHO'IIN. 8 GENERAL ~I~ SCA : NON ""' EXlERIOR WAll SHEETING SASE ANGlE 1· · -·-I· REP~IR EXISTING ASPHAlT PAI-£~EN1 AS REQUIRED Y,' R~S£1 •/l}f EI.IBEO~ENT 0 2(' O.C OR )!;' IJI/.11£lER Wi:DG£ ANDK~ w/171' OOEOUENT 0 J6' O.C (2) 15 CONT. TOP & OOITCiol 0 EXTERIOR GRADE BEAM DETAIL SCALE: 3/4"-1' 0" 0 INTERIOR PARTITION DITAIL SCALE· 3/4"=1' o• l' G)IYPICAL ANCHOR BOU DETAIL SCAlE: NONE AliOtO! BCU SIZ£, PRO..E:CTIOO Jl \ AN!1 PAntRN BY llUILOING SIJPPU(R \ v CQUI,m BY fiUJUliNG stiPI'\.JER ( REPAIR [XIS11NG ASPHAlT W.RIES PAVEIIENT AS R(I)Jil!EO 11~fc,~~~t.,"""c-~c----~~~~~·~~~~~~~ "" OOANTI"TY " , " " " " .. " T I I +"'"r I I I I I I ~--fl ~su: SC\!roJI.E FIJIIUITICAL I I v BAR QUANTITY AND SIZE I I +--j- 1 I I _,-SEE S01E0ULI fOR 1lE : J-V BAA SIZE ANO SPAONG r~t I I I I DRIUED PIER SCHEDULE DIAYElER "0' I..ENGTH l' \£RTlCAL BAA TIE BAR OUANlllY -SIZE SIZE ~ sPACING H' 25"-0" '-. ll 0 12" o.c ,.-20"-0" '-. 1J 0 If O.C. .. -20"-0' '-. p 0 \2" o.c. ,-15"-0' l-" p 0 12" o.c 0 TYPICAL DRILLED PIER DETAIL AND SCHEDULE SCAlf: 3/4'=1'-0" "' z w 1- 0 .; u Vl 0 Vl "' "' ....J .; 0 6 U2 -' :;;' 1-w 0 "" "' w 1- 0 z -' < "' w z w <:> ~0 ;;!~ u < . .._w <:> "'"" <> <:>< z"' < "'" I >-z ;:"' wo z~ SHEET 52 ~~ ~ j~, mt 't f• ~·~ ~;· &:§: r----~--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------"1--~!:!;,:::--~~! z~ I 0~ ' Vl 0 !~ tiQ.IES; ONS ARE TO THE BOTIOIA 1. PROPOSED El£VA:TE OF THE BUILDING COLUI.INS OF THE BASE PL R SOCKET lltiERE (OR THE TOP. Of:rr_ll<"E>J;;,"rE.JT~O'-i:O<F"QlliR•n"l E•Q~P!•FB~S APPUCABL.E), NOT ID ----- 2. THE TOP OF THE ORIU. PIERS SKALL BE~ BELOW THE EXISllNG GR~E ,E~~~~?Nf>IERS RE ABO'ff CASE SHOW Q lljf IQP ---- THE EXISTING GRtPBEASE PLATES REQUIRED ABOVE THE A. ~~~llC~~RAOE AND TOP OF PIER, THE SHRINK g~~Ag~~fiftE~~lJi~~~~~F~~~~~Gs. B ';~TETHEJ-E~:;E PLATES AND TOP OF PIERS 'BELOW THE EXIS11NG GRADE, THE L£VEUNG CONTRACTOR/ERECTOR SHALL USE AFTER GROUT TO MA~OLU~~S ~~gD~~g~KETS HAVE ~~NB~~'f6~o. LEVELING GROUT l'olll NOT BE REQUIRED AT INTERIOR COLUMN LOCA110NS. QN$ ARE SET AT A ~ J COLUMN BAst PLATE ElEVAll NORTH-SOUTH . SlOPE (0.005 ~~~~GTH~ll BE SUPPUEO lEVEL ~R~~~QR~SOUTH DIREC~~EN~TM~~ BE ERECTED SLOPED 'MTH AD~.,'"' BY THE CONTRACTOR/ERECTOR. 4 IN THE EAST-WEST DIREC110N, THE E:<TER:~~ 00L~,!o4N . BASE PLATES Mi.Q THE BI-FOLO COORS A N ON THE AND~· OLOEWEsRrlJ:fttsTH~E~lfC~~~~~ME OI'INER WEST AN A • RDINAllON Of' THE l'olll BE RESPONSIBLE FNOOR BCI~~OLO DOOR ELEVA110NS COLUMN BASE PLATE A WITH lHE BUILOING SUPPUER. .......... ---5491------------- ------·-------· I -" .. ·-------------- ·--------------------I I ------------------ -----------5-r-9.3---------------------- ---------------·-·------------------------------1 I I I ' I I I I I I I I I I"' '"''1"'1 '"·'I 1"'1 "'·'I "tl 1"'1 1"21 1'2'1 1'2'1 ""'I , r r r_-=-r rr::u]ttCr J.J I:t!J Cr I] Cl---=tt-,,---,/-\0 ""'' ""''"'-"1 "'·"I "'·"I "'-''1 !9L861 '"·"I 10~071 "'·"I 192.281 "'·"I ', I ,I I /\ \ : \ ~ ~ --------------·-------- ------- ', ---------5489------- NOTE: DA 11JI.I EL-5400.00 I.E. (92.0 -5492.0) + ~~:~x E~WJI~0GJ6E~:J~?~LA TE ElEVA 110N . -·---..... -:.::--·-=:... ------------------ ' ' SEE 1/SJ FOR PROPOSED INTERIOR COLUMN BASE PLATE ELEVAllON SIMILAR CROSS SECTION ° All INTERIOR LOCA110NS ' ' ' ' -------- ' ' ' I ' ' ' ' ' ' ' ' ' ' J II ' \ \ 1\ \ I \ \ : \ ,\ I \I \ : \: \ I 't \ I 1\ \ I I \ J I \ \ I \ \ ' I I \ \ 1 1 I \ \ ' / \ '\ /// // \ / // \ \ / \ \ / / \ \ / I Vl :'.: '' v• ~~ ...J <t ~~ 0 6 g ~ ~ . ~ > • ~ ~g IFIZ zo OF FU i:=a ..:w -"' ><ll =!w w(/) u -'<ll ..: . wo c_W Wa: "' >-o "'"" :)-' ..:> 0.-' "'"" w~ z"' ..: (/)0 I~ :liz I ow >-z W-' ;:"' "'"" o9 ~~ a. a. :n a.., IFl z 0 Vi > w "' " 0 0 '" 0 0 ..: "' 0 -' 0 u ui -' ~ "' ,_ "' 0 a. "' " -' ..: z 0 (5 w "' >-,_ z ::l 0 u 0 -' w [;: "' "" ~·w ~~l _____________________________________________ ,~;;2 :TY:P_IC_A_L __ EN_O_W_A_L ___ LC_R_O_S ___ SS_J_~_l._I"~-~---------------------------------------------------------------------------------------------------------------L---s_~-~E_T __ __ ·~ ie ~~ ~~ SEE 1/SJ FOR PROPOSED EXTERIOR COLUMN BASE PLATE Am! 81-FOLO DOOR ELEVATION "' <lro•n b)< I.!OH <hocke~ by. _____ <>< OPP'"""d b)< ---<0< OA/OCby. ~ P'<>jod no 200ti-216S d(OW\n~ 00,, 3/\2/07 HANGAR FACILITY JOHN SAVAGE G~ARFIELD COlJNTY REGIONi\L AIRPORT. 1.0 CONTRACTOR ,;ND ERECTOR RESPDNSIBILIT:ES 1.1 All tie rods and ro. :--:er bro.cing o.re intergo.l ·pores uf ·the ·s"cructurul systeM unci Must be rropPrly i"1stullPd prior to lne instal.a tiun of the wall o.ncl roof sheets. RPMovnl or alteration is prohibited without written outhorizo. ti:m of Erect-A-Tube, Inc. The erector is responsible for o.ll ter~poro"'y bro.cin(:l o.nd supports required cluri'lg building erection. 12 It is the responsibility of tre contrc.ctor tu obto.in reqc;irecl approvnls o.ncl perMi"cs froM . opproprio. te governing bui.ding authority. It is lh" r·esponsibility of the contro.ctor to insure tho t the project plo.ns nnd spec'i"'ico tions coMply with the requireMents of this authority. The ccntroctor nnd/or e~ector sho.ll be r'esponsikJle for-insuring work is done in accorclarce with o.l Clpplicable llSHA, city, county, sto. te or r:-edernl regula. t'1ons. l.3 Deviations or cho.nges to ploCJs ur change» Mocle duri.-.,g o.pprovo.l process or fabrication will necessito.te o. written chQnge order, ond MJ.Y iMpoct both price o.ncl fobr'1u.l'lion schedu\e, 1.4 All dnMn<:;es and/or shorto.ges Must be reported to Erect-A-Tube, Inc. within 48 hours. 2.0 MATERIALS 2.1 Structural MeMbers that ore used by Erect-A Tube, Inc. r1ee-~ -i_;he follow:ng rrinif'lUf'l requirer1ents: 2.2 '.J r.n1 liMNS ASTM-A572 GR50 50 ksi RAFIFRS ASTM-A572 GRSO 50 ksi TIIBE CO UMNS ASTM-ASJOB 46 ksi AS T M-A 50 0 B ----+----:4c::6_k:--s--:l--j ~B~R2.A~C~E~RD~D~S~---+~AS~M_-_A~6~----~-~3~6_1~,s~i~ SECONDA~R~v ____ , A_S_T_M_-_A_S_7~0 ____ _L_5_7_k_s~i TRUSS M~MBERS SHEO:TING AND INSULATION SPECIF'"IED 3.0 HIGH STRENGT~ Bnl_TING REQUIREMENT All high stren~Fh bolts o.re A 325-N with heo. vy nuts ond ore to be installed using the ''turn- of-the nut" Method specified in the ninth edition of the AISC ''Specification for Strurtural Joints c-sing i\STI~-A325 or A490 bolts". Per section 8D C:J A-325 bolts May be irsto.lled without washers when tightened by the "turn-of-the-nut" Method. It is the responsibility of the erector to o.ssure proper tightness. 3.1 BOLTING REQUIREMENT Dolt nncl nut specifico. tions--All bolts oncl nuts specified throughout these d 0 awings will be high strength bolts and nuts conforMing to ASTM A-325 or SAE J429 Grode 5 bolt specifications ana ASTM A194 Grode 2 or 2H, or ASTM A563 Gracie C, D or DH nut specific a. tions. Substitution of Mile! steel bolts will not be allowed nnd any f1elcl sulac;tltution will void the clesi~n wo.rronty. 4.0 ENGIN~ER OF RECU~D If' lhese druwirgs o!"e seo.lecl, the seal a.ppties only to the r1cderio.ls supplied by Erect-A-Tube, Inc. and is not intended as the seal of the Engineer of Recore! for the entire project. 4.1 It shClll be the responsibility of the contractors A/E to design the building foutodo tion based on the requireMents o.nd loo.dings within this docur1ent. I ==~--_,---======~==================~======~ COP niGHT GA. YIELD SHEE~ING PROFILE STRESS DESCRlPTIDN F!NlSH/COLOR POLAR \,IHJ'E FASTENERS ff12-14 x 1' H\,IHITEKS 2 TO GIRTS INSULATION REQ'D NONE 26 26 80 ksi R 1 \JAL_ f"lANFI_S ~-B-c_k_s_I~-----R--------+-ID_O_O_R_P_A_N_E_L_S ________ -+P-O_L_A_R __ \,I_H_IT-E-----t#-l-2--1-4--x--1'--Hw_'_H-/T_E_K_S __ 2--TD __ D_D_O_R_G_!_R_T_S ____ t------N-O-NE------~ 2G 80 ksi PER ROOF PANELS 26 80 ksi 29 BC ksi PARTITION PANEcS GALVALUME ASH GRAY GALVALUME #12-14 x 1 112' H\,IH/TEKS 2 TO PURUNS 4' R 14 ',// \,IMP 10 REINFnRr:F:D I<RAFT -~ ·----------+='-=-""'--=:.c.::--'-i #12-11 x 1' HWH/TEKS 2 #12-14 X 3/4' 11\.iH/TEKS :.J TO C:IRTS NONE COLOR BASED ON METAL Si\LES MANUFACTURING ALL CONCEPTS, DESIGN L~YDU~ PLANS, DETAILS AND ARRANGEI'ENTS INDIC'1TED BY THIS DRA\JlNG ~1<1 T·E PROPERTY OF ERECT-A-TUBE, INCORPORATED. THEY \,/ERE CREATED AS INSIRUMO.NIS nE SERVICE COR THE SPEClFIC PROJEC-AND S-jALL NOT 3E USeD 0'1 REPRODUCED 1o1' I HUUT Tf·E EXPRESS \,IRITTE~ CO~SENT OF ERECT-A-TUBE, INCORPORATED RIFLE COLARADO 4.2 THIRD PARTY INSPECTIONS As per the contract with Erect-A-Tube, Inc., any third porty i'lspections reouireO by the opproprio te governing building Cluthority Fer shop fabrication or e 0 ectiun is not furnished by Frect-A-Tube, Inc. It is the responsibility of the Engineer or Architect or Record for the project, act'1ng as o.n o.gent For the owner, to Make arrangeMents <"or cmy required shop welding, field bolting, fielcl welding or other 1nspertions. ThP rost of such inspections is on to be born by Erect A-Tube, Inc. ArrangeMents For o.ll special inspections Must be Mo.de prior fClbricQt,on of the build'·ng 4.3 ErE'ct-A-Tube, Inc. quality. assurance Mo.nuol oncl shop procedures nre Clvoilo.ble for review at Erect-A-Tubes, facility. 5.0 FIELD \/ELDJNG Any field welding required shall be clone with E70XX electrodes by A'wS quo.l•l ied welders in occordo.nce with AI,JS stondorcls including requireMents for edge preparation orcl prehea-'c. Field welcls sized by Erect-A-Tube, Inc. o.re clesignecl such tho. l lhc> actuo.l stress in the we lei is less thCln 50% of thClt o.llowPd in AISC oncl A\/S Specifications or Sto.ndorcls. Inspections required for fielcl welding o.re as outlined in ~ection 4,3, 6.0 ELECTRICAL It sho.ll Ice the contrcctors responsibility to provide and install conduit for Erect-A-Tube, InL.'s prewirecl powerhencl per the current eclition of the NEC, stCl te or local cocles. NOTE ALL BI-FOLD DOORS IN THIS STRUCTURE ARE TO BE CLOSED AND IN THE LOCKED POSITTnN wHEN \liND SPEEDS ARE EQUAL TO D.~ GREATER THAN 40 ~1.P.H .. THIS PREVENTS DAMAGE TO -HE BI-FOLD DOOR AND HANGAR ROOF ?ANELS DUE TO wiND UI-'L;FT. THIS STRUCTURE ;s DESIGNED FOR 100 M.P.H. wiND SPEED--EXPCSURE 'C" <SEE DESIGN "SPECIFICATIONS') SPECIFICATIONS: I3C 2003 BUILDING USE GROUP GROUND SNOw LOAD ROOF LIVE LOAD BUILDING DEAD LOAD BASIC wiND SPEED '' t . . ' ' ' ' ' ••• ' S-2 I, I" ! , 40 P.S F 50 P.S.F, 3 P.sr. '' lOC MPH EXPOSURE "C" INDEX OF DR~VINGS ' ' ' PAGE I DRAwiNG DESCRIPTION 1 E7218-1 COVER SHEET 2 E7218-2 cLDDR PLAI'\ 11 ELEVATinNS 3 IE7218-3 ANCHOR BOLT LAYOUT 4 C7218 4 CROSS SECTIONS 5 E7218-5 CROSS SECTIONS--DETAIL DRAwiNGS -+---- 6 E7218-6 STEEL c RAM!NG LAYOUT 7 l/218-7 ERECTION DRA't!INGS 8 E7218-8 SHEETING LAYOUT f-:::-+:__:::..:___ __ +_.=..:_==c.:._::_:..:..=.--.::....:...:...:=-=..:__ __ --'"---i 9 '/ I No. By Date 'f' . .·_,' ' .. ~ ' J ' ' . i . ; . .. , ' '' ".' '' ' -' . ' ' . . ' . • I ' . ' ·• I. , ' " ' '' 'l ' •C - ·· .. . . ' ! '~· ,•. ; ,! / ·~ 701 WEST PARK STREET H~RVARD IL 60033-0100 JFFICE 815-943-4091 FAX 815-943-7756 JOHN SAVI~Gt: 201 RAILROAD AVE. P.C: BOX 1 'J2S RIFLE, CD 81650 Prt>)<cl f;omo ood -=• JOHN SAVAGE 'j,, ' I C/0 GARFIELD CD. REGIONAL .1\/P 0375 COUNTY ROAD 352 RIFLE CD 81650 .. ; 10 UNIT N54-42 w I 2 RG::i4-48 ( COVER SHE E. T £.\T Pr<>Joel Sl'ool E7218 Odo 6-06-2006 1 OF 8 o""'" e, CRL s.cl• ~ONE 1 I 1 I ' I '' ) = ~ L .0 ~ I N "' "--'= _Q E I N 1 1 2 3 4 5 3" 12'-o" 24'-o" 12'--o" ~~~--~~--~~------~~------~¥----12'-o" -_,(--------- 24'-c" --------- 7 9 12'-0" 10'-6" 10'-6" --------+------+------_,(-----------71"--10'-6" 10 10'-6" k'-- 1 1 12 13 10'-6" 10'-6" 10'-6" -~~----~~~ ~ -7F--~====c~~~-~~~~~~~~~~~~~~s=oL=uM=N=sY~~~~~~~~3~==~~~r~=3~====~~~~======~~==~~~~~~~==~=~-~~~~==~~~~~-F1'=-o="x3=._=6.=. ~~~~~------,-------.?t9~4~-----,------~c~~~~~- suiLDING I I i GRADE BEAM. I SUPPLIER (TYP) I I , I II I MICA1ES DRILLED PIER FOUNDATION. SEE , II I SEE DETAIL 2 52 I I SCHEDULE AND DW.IL ON 5/52 (TYP) 1 1 I I I I I I I 11 I I 11 I I ®--+--+----(Jie=~--_j_ _____ _j_ __ J~@=--P1 ----+--------1-~®>J-;--====-=-=L~-J-~----~~~----r-----4-~---~L~ ~~ I I 2J I I II I I 11 1 I I I 11 I ~ -'T ' : I : : N : I : I II I "' I ~ I (;:\_ co ~ ~ --J----:,IL----(Jie=----T--T-11 I I II I I ,~ I r -r ---T-r':=-----r~ -~-f i ~- • 0 I 1'-0"x3' -6" GRADE BEAM. 1 _.SEE DETAI 2/52. ~ ~: I I :1 V DENOTES PARTITION I SHEETING. I SEE DETAIL 3/S2 I I FLOOR SOCKET BY BUILDING I (TYP). I SUPPLIER TO BE SET IN TOP I II I I II r- OF PIER (TYP).\ 4 : ! : ~ \t9 .~P .,.6 A p @ (. \®> .,_fj) ~-~-~~===·-~------~~-------~-~-----~~--------~,J+-------~: --------e---------~~------~,~J~-----~~------2~ .. ~-----~~----~,~J~----~~------2"~-- 14 15 10'-6" 10'-6" 2" 3" 24'-2" 23'-10" 24'-2" ?J'-10" 21' 2" 20'-10" 21'-2'' 20'-10" -~~-----~----~~--------------%---------~~----~~-----------*~----~----~---------~----~~----,~~- 16 17 1 0'-6" . 10'-6" 10' -6" if_ 48'-0" 18 10'-6" 19 2"~ 4 48'-0" 20 21 22 10'-6" 10'-6" 10'-6" 10'-o" 42'-0" 42'-0" 327'-6" o/o 51EEL 23 24 25 26 27 28 29 10'-6" 10'-6" 10'-6" 10'-6'' 10'-6" 10'-6" ---.----~~----,-----Tr~~~----,,----_,~~---,-----Fr~'----,-----~=-----,----~r~·~,----,-----,~~---,-----~~~=====d~==~-___t;\ fj) \~ fj) \~ ~fj) \~ fj) ~ ~ I 1'-0"x3'-6" GRADE BEAM. I SEE DET~.IL 2/52 .. I 1 '-o"x3' -6" I GRADE BEAM. ... 'b I 'o I - N 1 I SEE DETAIL 2/52 ___ ~~@="-4 ______ _[__ -------~ f-~~~~~==~~~====§1=-~~c==%====~ _ _____![)\ 20'-10" 21'-2'' 20'-10" 21'-2'' 20'-10" 21'-2'' ~. ---~~ 2D'~10" 2}0" -'-V I ~fj) 2" 2" 3" --~~~------~~----~~~----~--~------~~~------~----~--~~-------,f-------~~---------~-----------------~-.. ----~-----~------------------~~-- 42'-0" . ~ 42'-0" I~ 42'-o" 42'-D" ---- 21'-0" ---,1"-----------------,11"- 327'-6" o/o ST1EEL -------------------~------------------------------------~------~=-~~~~--------------------------------~--~----~----~------~------------~ z 0 F CL "' u U1 w 0 U1 If) z 0 2'5 If) [?i > > w LLJ ~"'-4~++4-~~~ w I - " D z <( _J a_ z 0 f- <( Cl z :::1 0 ..... ~0 -(f) ::::!w 0 <( ~ u..LLJ G ~<( <C> G<C zVl <C. :c3:: I r-z 3:::c wO z' ('.. 0 0 ('! 0 Cl <( ~ 0 _J 0 0 ~ LLJ _J ..... ~ f- ~ 0 a.. ~ <( _J <( z 0 0 LLJ ~ >-f-z :::1 0 0 Cl _J LLJ LL. ~ <( 0 drawn by: \mH checked b-y.=--=--.-.=~\1DO::s uppr oved by. _ OA/QC by: project 10.: MDS 2006-2185 drawing no.: __ -c---,- date: 3/12/07 SHEET 0~ S1 ~<L--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~-- 00 _c '" ~ w ~c E DC w (J> ::>w 0 '. "' 0 GENERAL 1. CODE: 2003 INTERNATIONAL BUILDING CODE 2. DEAD LOAD BUILDING SELF \\£1GHT COLLATERAL LOAD BY BUILDING MANUFACTURER 0.0 PSF 3. LIVE LOAD 4. SNOW 5. V!ND ROOF GROUND SNOW LOAD (Pg) SNOW EXPOSURE FACTOR (Ce) SNOW IMPORTANCE FACTOR (Is) SNOW THERMAL FACTOR (Ct) FLAT ROOF SNOW LOAD (Pf) 20.0 PSF W/ nRIBUTARY REDUCTION 40.3 PSF •. 0 '.0 ~. 2. 33.6 PSF BASIC WIND SPEED (V) 100 MPH I'! NO EXPOSURE CATEGORY C I'!ND IMPORTANCE FACTOR (lw) ID DESIGN METHOD MWFRS 6. SEISMIC SEISMIC USE GROUP I SEISMIC SITE CLASS D SEISMIC IMPORTANCE FACTOR '.0 SEISMIC DESIGN CA ITGORY C SPECnRAL RESPONSE CDEFF. (Ss) 38.5% SPECnRAL RESPONSE CDEFF. (51) 8.5% .ANALYSIS PROCEDURE MINIMUM LATERAL FORCE 7. SnRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ERECTION DRAWINGS PROviDED BY ERECT-A-TUBE. CONnRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK 8. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITl10UT THE WRiffiN APPROVAL OF THE PROFESSIONAc OF RECORD. 9. NO CHANGES IN SIZE OR DIMENSION OF SnRUCTIURAL ME~BERS SH~.LL BE MADE WlnHOUT THE WRiffiN APPROVAL OF THo PROFESSIONAL OF RECORD. FOUNDATION /!. DRILLED PIERS 1. FOOllNG DESIGNS ARE BASED ON A NET SOIL BEARING PRESSURE OF 3,0DD PSF. 2. DRILLED PIER FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 3,DOO PSF AND A SKIN FRICTION OF 30D PSF. 3. DRILLED PIER FOUNDATIONS ARE DESIGNED USING A 40 TCF AND 78 TCF MODULUS OF HORIZONTAL SUBGRADE REACTION FOR CLAY AND GRANULAR OVERBURDEN SOILS, RESPECllVELY. 4. DESIGN IS BASED ON THE GEOTECHNICAL RECOMMENDATIONS OF nHE SUBSURFACE EXPLORATION PROGRAM BY GROUND ENGINEERING CONSULTANTS DATED DECEMBER 22, 2006. THE CONnRACTOR SHALL BE nHOUROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMAllON GIVEN THEREIN. 5. DRILLED PIER DESIGN IS BASED ON THE REACTIONS PROVIDED ON nHE ANCHOR BOLT LAYCUT PLAN BY ERECT-A-nuBE DATED 6-D6-2006. CONCREnE 1!. REINFORCING SnEEL 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH nHE REQUIREMENTS OF ACI 301. 2. ALL CAST-IN-PLACE CONCRETE FOR USE IN FOUNDATION AND DRILLED PIERS SHALL MEET THE FOLLOWING CRITERIA: a. MINIMUM COMPRESSIVE SnRENGTH OF 4,25D PS AT 28 DAYS. b. MINIMUM DENSITY OF 145 PCF AT 28 DAYS. c. MAXIMUM WATER/CEMENT RATIO OF 0.45. d. AIR ENTRAINMENT OF 6% ± 1Y2%. 3. nHE SOIL AT THE SITE CONTAINS SEVERE CONCENnRATIONS OF WATER-SOLUBLE SULFATES. ALL CAST-IN-PLACE CONCRETE FOR FOUNDAllON AND DRILLED PIERS SHALL USE SULFA1lF-RESISTANT CEMENT, CONFORMING TO ONE OF THE FOLLOWING: a. TYPE V, AS SPECIFIED .BY ASTM C150. b. TYPE II WITH A MAXIMU~I C3A CONTENT OF 5% AND A MAXIMUM CONTENT OF (C4AF+2(C3A]) OF 25%. c. TYPE II OR 1/U AND 15% TO 20% OF THE CEMENT SHALL BE REPLACED WITH AN ~.PPROVED TYPE F FLY ASH. d. A BLENDED CEMENT CONFORMING TO HS, AS SPECIFIED BY ASnM C1157. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, U.N.O. 5. THE M:NIMUM CONCRETE COVER FOR RE'NFORCING STEEL SHALL BE, U.N.O.: UNFORMD SURFACE IN CONTACT V!TH GROUND 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1Jr FORMED SURFACES NOT EXPOSED TO EARTH OR I'!EATHER: BEAMS, GIRDERS, COLUMNS 1Y," SLABS, WALLS, AND JOISTS #11 BARS AND SMALLER 1:\" #14 AND #i 8 BARS tY," 6. LAP SPLICES ARE TO BE 48 B~.R DIAMETERS, I'!TH A MINIMUM L~.P OF 24". 7. HORIZONTAL REINFORCING IN cCCTINGS AND STEMWALLS SHALL GE CONTINUOUS. PROVIDE CORNER BARS AT A'_L CORNERS AND INTERSECTIONS, U.N.O. B. SnRUCTIURAL CONCRETE SHAL BE MECHANICALLY CONSOLIDATED IN ACCORDANCE WITH ACI 309. 9. PROVIDE A 2x4 FORMED CONSnRUCTION KEYWAY AT ALL HORIZONTAL AND 'IF:RTICAL POJR EDGES. PRE-ENGINEERED METAl BUILDING I. MeTAL BUILDING SUPPLIER TO SUBMIT ERECTION DRAWINGS AND DESIGN CALCULATIONS FOR REV1EW AND APPROVAL BY ENGINEER PRIOR TO FABRICATION. 2. ANCHOR BOLT SIZE, QUANTITY, AND PAffiRN TO BE DETERMINED BY METAL BuiLDING SUPPLIER. EMBEDMENT LENGTHS ARE SHOWN. G) GENERAL NOTES· SCALE NONE 2 3 ~---·-------- GIRT EXTERIOR WALL SHEETING BASE ANGLE~ . ~ -'~ ;'1'1 • I • l ' ( REPAIR EXISTING ASPHALT PA \IEMENT AS REQUIRED • <D I ~ 0 '\_ Y." RAMSET w/ 1)2" EMBEDMENT @ 24" O.C. I OR %" DIAMETER WEDGE ANCHOR w / l')f , I' EMBEDMENT @ 36" O.C. "' I , I ·" '~ #4 VERT @ 48" O.C. ... V F ' r (2) #5 CONT. TOP & BOTTOM " I . / .~I~ NOTE: HORIZONTAL REBAR SHALL BE CONTINUOUS THROUGH DRILI_EO PIERS EXTERIOR GRADE BEAM DETAIL scALE: 31 4" -1' -o" GIRT / PAR1lTION Sl IITTING \ /DO NOT ATTACH PARTITION SHEETING TO BASE ANGLE BASE ANGLE w/ 4" -' _ MIN. VERTICAL LEG~ ~ r EXISTING ASPHALT PAVEMENT INTERIOR PARTITION SCALE: 1= ,------"../ 3" ~ Y." RAM SET w/ 1)j" EMBEDMENT @ 24" D.C. OR Ya" DIAMETER WEDGE ANCHOR w/ 1%" FMBEDMENT @ 36" O.C. DETAIL 3/4"=1'-o" ... . <D ~ 8 TYPICAL ANCHOR BOLT DETAIL SCALE: NONE ANCHOR BOLT SIZE, PROJECTION ,"-v COLUMN BY BUILDING SUPPLIER AND PA ffiRN BY BUILDING SUPPLIER ."VARIES ~TOP OF PIER MARK P1 P2 P3 P4 ( REPAIR EXISTING ASPHALT ~~~~~~~ ri~~~~}PAVEMcNT AS REQUIRED ~ ,-- 1 I I ""c ,--r I I I I l __ l I I v SEE SCHEDULE FOR VERTICAL I "' BAR QUANllTY AND SIZE I I I I ,--r I I 1 /-SEE SCHEDULE FOR llE l_JV BAR SIZE AND SPACING I I I I ! /, ! v ! I v I I I ,--r I I I I I I ,--r I I I I I I ~--r -+-----~ l __ _] -hH- SCHEDULE) DRILLED PIER SCHEDULE QUANTITY DIAME1lER 'D' LENGTH 'L' VERTICAL BAR TIE BAR QUANTITY -SIZE SIZE -SPACiNG 2 24" 25'-0" 6 -#6 #3 @ 12" D.C. 12 24" 2D'-o" 6 -#6 #3 @ 12'' D.C. 38 18" 20'-o" 4-#6 #3 @ 12" D.C. 12 12" 15'-0" 3-#4 #3 @ 12" O.C. 0 TYPICAL DRILLED PIER DETAIL AN5~AL~G~~.~~~~ z 0 V) V) ....1 0 z 0 i= 0.. "' u If) w 0 If) z 0 If) > w "' w )- < 0 >o fiz Vl ...J <( I-w 0 cli:S Vl w I- 0 z ...J <( 0:: w z w ~ til w 1- <( -u 0 til til <( ~a ...JVl -w (_) <( ~ u..w ~ a::<C <(> ~<( zVl <( I!i I t-z 3:I wo z' E 0 u '" c ~ "3 • L 0 u rn i ON "'"' r;,~ cicg ~~ cria:i oo ~~ ul~ 1-U. Vl z 0 -Vl -> w a::: " 0 0 <'I 0 0 <( a::: 0 ...J 0 (_) ~ w ...J ...._ I 1-a::: 0 a... a::: <( ...J <( z 0 (!) w a::: >-I-z ::> 0 (_) 0 ...J w ...._ a::: <( ~ drown Uy: MDH checked by:---.-MDS C1pproved by:__ MDS OA/QC by. MDS project no.:_ 2006-2185 drawing no.: --~~ dok 3/12/07 SHEET 0 ~ S2 ~<L------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 00 -~ ----I -''"t::!L-----------------------------------------------, ~ -----', - -----549 k-------------- ------------------~---------------- ---- - ' ----------------------/ --------------~ ---------5493--------~~- ------------------ I -------------........ \ I NOTES: NS ARE TO THE BOTTOM 1. PROPOSED ELE~t~ OF THE BUILDING COLUMNS OF THE BASE SOCKET WHERE (OR THE TOP "'OQF I_TH_]T:QEc._~TIL:!f~~Ol'~O>.!!P:::...J.Oi!:F_!D"-'R-"1"" LL*E""D-'P~I~ER~S. APPLICABLE), riOT PIERS SHALL BE AT OR 2 THE TOP OF THE DRILL VATION BUT IN NO . BELOW THE EXISTING GPRAO~E .Ji~E DRILL PIERS BE ABOVE CASE SHOULD THE TO THE EXISTING GRAPE. SE PLATES REQUIRED ABOVE THE A FOR COLUMN BA PIER THE . ~~~~~Gci~RAJEEREA~-i~)RTO~:~ u;~~ ~~~-~~~~NK . GROUT OR STEEL SS~~~~Iik~B6N THE DRAWINGS. PLATE EfE~t~~O~LATES AND TOP OF PIERS B. :~~o: THE EXISTING GRADE, THE CONTRACTOR/ERECTOR SHALL usgRl6~~~R GROUT TO MATi~LU~~S E~~~~gOR SOCKETS HAVE ~~~~~:;q~~Nrf~16~u~gL3~~U~O~~~ONNOS~ BE TIONS ARE SET AT A J2% 3 COLUMN BASE PLATE ELEVA TH-SOUTH . SLOPE (0.005 ~T~u~L6~GTH~L~OB~ SUPPLIED LEVEL DIRECTION. TH-SOUTH DIRECTION, BUT WILL BE ~RET~,iDN~~6~ED ~TH ADJUSTMENTS MADE BY THE CONTRACTOR/ERECTOR. ON THE EXTERIOR COLUMN 4. IN THE EAST-WEST-re~~~~FOLD DOORS ARE SET 2" BASE PLATES 8MQ OLUMN ON THE AND ¥.!" LOWER TwHt~LSTH~E~r1f~W~L~. THE OWNER WEST AND EAST ' ORDINATION OF THE WILL BE RESPONSIBLE AF~; ~~~FOLD DOOR ELEVATIONS COLUMN BASE PLATE WITH THE BUILDING SUPPLIER. 1 J ----(1..1 ---- . ------~----------~-------------~ ------ ~ ---..... ---~-/ ------ -----... PROPOSED ~ I i / / I I I _) 8 N '-. "'o "'o ·.> ·.> ., 1.91' '-------5489----.___ ---------...... -------.-"" .......... .......___ BASE PLATE ELEVA~IO~~,.. SCALE 1 20 0 ~,. I I :~ NOTE: 0 TYPICAL ENDWALL CROSS Ss~EJ 1 £~ . . . -----'--------~--------------------------· I I '\ '\ SEE 1/S3 FOR PROPOSED INTERIOR COLUMN BASE PLATE ELEVATION SIMILAR CROSS SECTION @ ALL INTERIOR LOCATIONS / ---~ \ --~~ ' \ 327.00' \ 1.74' I I I ' I I I \ /-..... / I I I z 0 F Q_ ct: u (11 w 0 (11 z 0 (11 > w ~ l ur Vl :?· ~ Vl z 0 Vl > w "' 1---++H-t--till a::: (f)Z zo Ot--u ~UJ >(/) W(f) _J(/) wo Wo::: t-o ::;_J Q.......J w~ C/)0 ~z ow UJ.....l (/)<( oo a... a... ~~ Q..Cl(j i:::o -Vl ::::::!w (.) <( ~ LL.W 0 0 <( a::: 0 ....J 0 (.) ~ w ....J LL. a::: (..!) 1-a::: <X: a::: <( > 0 C) <X: a.. z Vl a::: ' <( • <( , • .) . T ~ ....J' .C~' I-z <(. f ~ :c 6 J W 2 ..... z ·._ ~- >-I-z ::> 0 (.) 0 ....J w LL. a::: <( C) dra·,•m by ---:-----,MWDJSH checr<ed by: ___ -;';'M~DS approved by: ___ -;-;M;:;;:DS OA/OC by. MDS 2005 2185 pro jed no.: drawing no.: __ --;--;:;:~ dote: J/12/07 SHEET S3 JOHI\ RFIELD C()lJNTY REG!()NAL 1.0 CmHRACTD'< AND ERECT.JR RESPDNS:EILITES 1.1 All tie roos o.nd rofte"" bro.cing ere intergol parts cf the structu-al systeM and Must be properly installed pr or to the irstQllCA tion of the wall o.nd roof she:?ts. Rer1ovoJ or ol tero. tion IS :Jf'Ohioited Without written O.Uthcrizo. tior Of Erect-A-Tube, Inc, The erector is r-esponsiiOle fur o.ll tcMporCAry bracing Qnd supports required during builcl ng e-ection. 1,2 It is the r·esponsibili-::y of the con L''UL lur· Lu ob~c.in required a:=;~provo.ls o.rd :JerMits frorr o.rrrc:rrio. tP onvPrnino buildinJ o.uthcrity. It is -:he responsibility of the contro.cto"' to insure --:ho. t the project ;:Jlo.ns o.nd specifico. tions LUM!Jly wi Lh Lhc> r·E;yUir'E;Mc>n L~ uf lhis uu lhcr·i ly. -he contrCAcc;or and/or erectCJr shGll be respcnsible for insuring work is done lr'i ecccordecnce with eel. applicQble OSHA, city, county, state or federo.l regula.. tions. 1.3 Devio-:ions or changes to plans or chanqes Mnde dur~ing npproval process o,~ fabrication will neu2ssita te :J. wr-i-L lc>n ch0-n~e ur·ch:'1 ', und rr~uy i"1po.ct ~oth :Jrice and fooricatio-1 c:;rhPaulP. 1.4 AL okHclO;JE'S o.nd/or shortages MUSt k:e reported co Erect-A-Tube, Inc w:th,n 48 hours. 2.0 MATCRIALS 2.1 Structural ~eMbers that are uscol by Ercct-1\-Tubc, Inc, r~Pet thP followinc r~inir~ur-1 requirer~Pntc;: W COLUMNS 1 ASTM-A572 GR~O 50 ksi RA 0 TERS ASTM-A572 GRSO 50 ksi TUBE CD_UMNS ASIM-ASOCB 46 kSi TRJSS M-MBERS ASTM-ASOCB 46 "<Si 3RACE RJDS ASTM-A36 36 "<Si SEClJNJA'<Y ASIM-A:0/0 'j 7 "<Si 2.2 SHEETING AND INSUL"'TIDN SPECIFIED [A 29 i YIELD snoss 80 ks 80 ks 80 ks 80 ks 80 ks: SrEET:\l:::J "'~J:.-ILE DESCRIPT:J\1 R WALL PANELS R DOOR PANELS PBR ROOF PANELS TRIM PARTITION PANELS 3.0 HIGH STRENGTH BOLTING REQUIREMENT All high strergt"l bolts o.re A-325-N with heovy nuts o.no a..-.e to be installed usi'IQ the ·'turn- of--the r-ut" r-1ethod specified 1n the ninth ecJi l,un uf :he i'ISC "Specificatior for StructurCAl Joints using ASH1-A3?5 or A490 bolts". PPr c;Prtion 8D ([) A-325 oolts cwy be instolle::J wit"lout wecshers when tightened oy the 'turn-of-the-'lut" e1ethod. Jt is L~1e n;;;:::.~or~,silcility of the erect::Jr-to o.ssure proper tigrtness. 3.1 EDL-ING REQUIREMENT Boll ~ncJ nut spe:::ifica tions--1\ll bolts ond nuts Sf)Pri~iPd throughout these draw;nqs will be hiqh strength bolts o-od nuts confore1ing to ASH1 A-32:0 or ~Al J42'3 Groole 5 bolt specifications a"d ASTM Al94 Groje 2 or 2H, or ASTM A563 [rode C, n ~r DH I"Ut s:=;ecif co tions Substitutio"l 0~ Mild steel bolts will no--: be allowed and o.ny fie.d sv~bsti"tution will void lh:" c;le:::.i\dn wurTo.n Ly. 4,0 ENGINEER OF RECORD Tf thpc;p rlrowings ore seoled, the seol O;=lplies only t·:J the 1'1ote-iecls supplied by Erect-A-Tube, Inc ecnd is not intended o.s tne seGl of tre lnginee-of Record ,-or the en lir"'\::' r..wujec t. 4.1 It s"loll be the ..-esponslbi,i-:y of the controctors A/E to design the Ouilding fo~....<ndo.t.on bo.sed on the requir-eMents o.nd loadings within this docur~en t. FI~~ISH/COLOR ?OLAR >JHITE ?Ol.AR \JHII~ C:ALVALUME ASH GRAY GALVALUME FASTEt~ERS #12-14 x 1 112' HW'H/TEKS 2 TO GIRTS #12-14 x 1 1/2' HW'H/TEKS 2 TO DOOR GIRTS #12-14 x 1 1/2' H\v'H/TEKS 2 TO PURLINS 1::112-14 x 3/4' H'v/H/TEKS 3 TO GIRTS INSULATION REQ'D L" R 14 \,// \.iMP 10 REINFORCED KRAFT L N R 14 vI \./MP 10 REINFORCED KRAFT L' R 14 '.,.// \./Ml' 10 REINFORCED KRAFT NONE COLOR BPSED ON META_ SALES MANJFPCTURING ALL CON:EPTS, DES!Gr' LPYOUT PLANS, rETAILS A~D Al<kANGC"[N-S IND!CPTCD BY TillS DRAWING ARC THE PROPERTY OF ERECT -A-TUBE, INCORPCRATED. :JPYRJGHT ---HrY ',/FRF rRcATFn Ac; rNSTRlJ~FNTS nF ~TRvrcr FOR THE SPECIFIC PRCJECT AND SHALL NJT BE USED DR REFRODJCED 'vliTHOUT THE EXPRESS \v'RITTEN em, SENT OF ERECT -A-TUBE, INCOR 0 0RA-ED. RIFLE COLARi\D~O 4.2 THIRD PARTY INSPECTIJNS As per the contro:::t with Erect-A--ube, Inc, any trird party inspe::::tions required by -:he approprio. te governing buildind authority for· shop fo.brico tion or erection is not furnish2d by Ercct-,\-Tube. Inc. It is the> responsibility of -:he Eno:nPPr or ArLhitect or Record for the project, acting as o.n o.gent for the owner, to r'1oke orro.ngerr1erts for c.ny required shop weloing, rield bolting, fic:ld welding or other i"lspections. The Lus l o~ such inspections is nn tn hP born by Erec:-A-Tube, Inc. Arro.ngeMen-rs for all specio.l i'lspections rrust be Mo.de prior fGbrico. t'on of the k;uilding, 4.] [rect A-Tube, Inc. quality o.ssuro.nce t"'O.nuo., and shop pr-ocedur-es c.re availo.lole for revi2w a-: Er-ect-A--Tubes, fucilit y. 5.0 FIELD VELDING Ary field welding reqc-irecJ shecll be done> witi< [70XX electrodes by A'w'S qualified weldcT~ 1n uccor·olo."lce with A\r/S standards incluclin;;~ rcquircrr~cnts for eoge preparation ord ~reheo t. F"ield welcls sizecl hy FrPrt-A-Tuk:e, ]nc: orP desicned such trot t'le o.ctL •. Jl stress i'l ---r-:hP wPlrl 1s less thnl. 50% cf thQt ollowed in AISC Qnd AVS Specilicoc:ions ur· S lundur·ds. InS[--_1\:::'L-sions re=1uired for field weldirg are us o....Jtlinco in Section 1.3 6.J ELECTRICAL It sho.ll bE' the corctreccto~s responsibility to p~ovicJe o.nd install cunclui l fur· Er-eL l-A-Tube, he's pre wired powerhec.d pPr thP r-urrPnt Pdition of the NEC, state or local codes, NOTE' ALL BI-FO_D DJDRS IN -HIS STRUCTURE ARF TO BE CLCSED A~D IN THE LOCKED POSITinN wWN ~liND ~PcTDS ARE EQUAL TO DR GREATeR TIIA~I 40 HPH. THIS PRlVENTS DAMAGE TD THE BI-FDLD DOOR AND HANG~R RCDF PA~ELS DUl IU wiNO UPLIFT. THIS :\TRlCT.JR~ IS DESIG~ED FOR 100 MP.h. VIND SPEED--EXPOSURE "C" <SEE DESIG~I "SPECFICATICNS') :\PFl:TFH-:A TTDNS: =Be 20o3 3UILDING USE GROUP GROUND SNOw LOAD ROOF LIVE LOA[ TOTAL BASIC \JIND SPEED PAGE DRA\.f!N:::J ---- 1 E721B~J 2 F7?18-2 :CJ E7218-:J 4 !E7210 4 ~ E7218-5 6 E7218-6 7 E7218-7 8 E7218-8 9 s~2 4C P S.F 4C F.S.F. (1~0 REDUCTION) 43 P.S.F. 3 P.S.F. 100 HPJ-. EXPOSURE "C" I~JDEX OF DR6\JINGS DESCRIPTION CJVER SHEET F _OOR PLAN & ELEVATIONS ANCHOR BO_T LAYOUT CROSS SECTIOI~S CROSS SECTIONS~-DETA:L DRAwiNGS STEEL FRAMING LAYOUT ERECTION DRA\JINGS SHEETING LAYOUT L REVISED PE:R RE\/IE'w'-REVISED ROOF LIVE LOAD RJV S-14-07 No. Revi:oic·n/ls~ue By r 701 IW:.~T PARK STREET HARVARD L 60033-ntOO OFFICE Bl':J-943-4091 FAX 815-943-7756 JOHN SAVAGE 201 RAILROAD AVE. P.D BOX 1926 RIFLE, CD 81650 JOHN SAVAGE C/D GARFIELD CD. REGIONAL MP Ol7Ci l.nli\JTY RnAD lei? RFLE CC 8!650 10 LNIT N54-42 'w I 2 RG54-48 ( COVER Sl-EET 5~eol Ca\o 6-06-2006 1 OF 8 o.,..n B1 CR_ xo .. NONE ' ) <~> 0 <E) <I> ® ® 24'-o·----r--t2·-o·Tt2'-0'--j-----24'-0·----r--12'-0·--~---~21'-o·-----~---------4~· 0" 42·-o· 42' 0' I _ ---4C'' 0" 3060 3060 JOGO ---3060 ~-\;/6 CORNER :OLU"''NS CLEAR SPAN HSS 6' x 6' -----------------~-~------------------~-~------------------~~ ------------------~ 29 GA. FULL HElllH I GAL VAL~MI:.. 1-'A~ I [liON --- SHEETS, ONE. ~1Dt. DNL 'f /,---TRUSS / END\JALL COLUMNS 1---------------------------f----------"'-----------------¥/'-------------------, rs' t ~ _____ -_-_-_-_-~2~:-_-_-_-_-_---3-06_0_-1_1 ___ _ y HSS6'x4' END\JALL COLUMNS~ ""' 21'-0' -----~ © ~------------------------r----------'4¥[ f--SS4'x4' PARTITION CDLJMNS --1-------,----------< ·® <UP -MOMCN-ARO ~ .-(IJC\o/N -MOMENTARYJ I UP -DnNN -STCP 1 24 VULT PUSHBUPON ST'\TIDN PfR lJtJ!T n-NE~A 60::U-I< RECEPT<KLE I(Jp -MOMENTARY! I r(IJOio'N -MJMENTI\Rn UP -DOVN -STOP '4' ~ 1 ~4 \IU~ I 1-'U~HHU I I UN tid--+_J STATION TYPICAL ELECTRICAL LtlYDIJT '8_~ e.ER__U_NI I \J6 DOUBLE n-NE'1A 62J-R RECEPTACLE 21'-0' ~ JYI-'ICAI E, ECTRf-AI I ,1\YDIIT --~--~ l (NOT BY: A-T, INCl B -;:;:-------.. ---;,", ....._,...-~ 1HP,230v0L-80AMP :---_j_ _ _____________ -------____,____:~--------~..1...'-=-=_s_!!:!G~ E._.IASE~O!QR ____ -' 306J 3060 DOOR CJLUMNS -, _.----_ y (1-.0T BY E-A-T rr-.c; ~i; _/~ _______________ ~"''""'-~ ___________________ 1 '$~ ______ -W l{:,~r PH~3s': ~~~~~AN~__._~ __________________ ~ _f,$_ ___ -1-____________ ~------_t------~---_1_ __ _ lf-----------48'-0' ----------1-----------48'-0'----------1--------~42'-J' 42'-J' 42'-J' 42 -0' --------f----------42'-0' --------i---21'-0'----11 1~--------------------------------------------------------------------------------------------------------------------------------~327'-0'-------------------------------------------------------------------------------------------------------------------- ~-------------------------------------------------------------------------------------------------------------------------------------------------327'-6' STEEL LINe TO STEEL LINE------------------------------------------------------------------------------------------------------------------------------------------------~ .05% SLO:JE FLOOR PLAN TOP ~LHH~I< AST~AGPL .--1~--------------------------y---------------------------~------------------+-------------------------------+-----------------------------------------------------------------------------------~ ! ' 17'-0' 14'-6' j L_ (2) 47'-6' x 14'-0' CLEAR nnnR nPEI-.lNG 17'-0" 111111 SLO:JE 3/1' ~~'-------~--==~'"=------------SLOPE 2~ NORTH END\JALL ELEVATION ® ·.4'-o· CLEi'.R __j I"' / :12) J.J60 V··JT[, !LUSH STEC:L -IVAI K nnnR \.liTH f-A-T. TN~. STANUARJ S~HLAG~ LDCkSET " . ' . ' ,O::J% SLCPE ,05% SLCPE ---~----------------~~ EAST SIDEI,JALL ELEVATION © ~) rVFRHA>JG GA RAI<E TR=M 12 I ' RI-Fnl D nnnR SHIJ\JN IN OPEN POS:TIUN ~ 1)0" CLIAI..( SLOPF 114' J 111111 I I SLOPE 2' - 26 GA SHEE-;-JNG J GRAJE TO SLOPE A'.J!A~ I FROM BI-FOLD DOOR THRtSHnl n SOUTH ENDwALL E~EVATION _ (1()) 41'-E;' >< 12'-0' CLEAR DOJR OPENING N 11111111 LBDTTDM RUBBER ASTRAGAc.. t• t ~ -.... , ' ' cr----------~~~~- GENERAL NOTES 1. ALL PRIIJARY AND SECONDARY STEEL TO BE RED PRIMEJ (JNTFNDFD FnR ~HnRT TFRM FXPnSLRE ONLY) 1111111 2. LDCI<SCTS TO DE 'SCI·LAG[', I<CYED DIFFERENT_¥ AND MASTER KEYED. J. r:!UU~ UVI:..~H'\NU IU B:. JD' ~RUM STEE_ LINE 4, E.XlE.kJU~ VALL PANEL~ AND l~lM :.;ULURS TO BE Dl::_ll-.!MlNUJ bY UWNI:.R ~. 'WALK DUU~ IN Bl-FOLLJ DUUI-<S, SIDI:. M~D END W'ALLS \JHI:.RI:. Af--'1-'LlCAHLl. TO B:: FLUSH C.ND 'w'HITE IN COLOR. <PER MANJFACTURERS STAI\DARD! 6. 31-FD~D KJCR ;.USH BUTTON OPERATORS· MDMENTC.RY PRESSLRE 'DOOR DOWN' & 'DOOR UP', 7. 31-FD_D DOOR ::QUIPPD WITH MANUAL CAMLDC<S. 8. EAC-1 BI-FJLD DOOR IS PRJVIDED \.,liTH A 'COLD 'w'EATHER' PAC<AGE \/HIGH ;NCLUDES BD"TDM, CENTER, TOP AND JAMB SEALS. / 26 GA SHEETI"G A'-7 1/4. I I I IG' 10 J/4' I 70: \NEST PA~I< STREET HA"'VARD IL 60033-0LOO o~Trc:: BtS-943-4091 FAX Al~-94:~-11~b (;GNomon"" """'"• JLHN SA \1 AGl 201 RAILROAJ AVl. P J BOX 1926 RIF _E, CD 81650 P ... jool ~ ..... oM Ad-., JDI-~J Sr~Vi\GE C/C GARFIELD CD. REGICNAL A/P 0375 COUNTY ROAD 352 RIF E CD 816:00 m--An lRAWING KEY DETAIL ~NUHBER 10 UNIT ~~54-42 'vii 2 RG54-48 AL_ CUNCEPTS, DESIGN LAYUU PLiiNS, Ul TAILS AND ARRANGEMENTS I~WICATED BY THIS DRAVIING ARE THE 0 RDPERTY De ERECT-A-TU8t:, lNCDRPJRATED CDPYR!GH---THEY WERe CREATED AS INSTRUMENTS De SERV:CE fU~ IHl SPEC:FIC PRJJECT ANI SHALL NUl Hl USeD DR REPRODUCE] WITHOUT THE EXPRESS WRITTEN CONSeNT 01' ERECT-A-CUBE, INCORPORATED (['\ FRDM~T[ SHEET ~JO Sl-EET Nn nH-S SHF[l) (DeTAIL SHD'w'N) Rl\/fSID EAVI:. Hl!LIJTS r'IR II tVATTON ~JV No. Rcvisior1/lssue ( ILJOR PLAN & ELEVA TIO\JS tAT F>r.jl'<l Sl<nl o721B Dolo S-06-2006 ? nF 8 ') 14-07 ~o~ NJNE ::ote ) (i) (G) (10) @ @) rz-o· 24' -o· ----t---12' -o· T 12'-o· -- 1 c.----24' -w ----t---12' -o· --1-----21 -o· "2'-0' I 42' -o" 12·-w ---------t----------42' -w ---------t----------42'-0" ----------1~ 1----20'-10" I 21'-2' 20'-lC" 21'-2' 20'-10' I 21'-2' 20' '0' 21' 2" 20' 10' 1 21-2' :: L------$D---~~---------. I ---1---------ffTI------~ ------o+-------Ee---------D-t-------~~F ---------=D'N~'<J'~---~----EL-------J5~T ------------; -----t1 t$--- 1 I I I I I I i i ! I ! ~ ! ! i • 1 ~~-10'-6' -~-10 -6' -~ 1o·-e I ~~ -o· I 10'-6' -1-tJ -6' 21·-o· I to'-6' I 10'-6' I = 21·-o· I tc -6' -1-w·-6· I ct·-c· I to'-6' -l-tc'-6' I 21·-o· I cpc--- 1 I I \:::ill _______ _ ~---- I 21'-C' I I I . I I :5 I I I I I J~ _________________ ---E~B_l _________________ 4~ __ -¥-______ -$-_____ ~~ ______ {~ _______ g _______ -¥-~ _ ~ ___ -$-_____ ---$---______ $-_______ ~ _______ ~ __ B21r----+ I I I I I I · I .os;~ SLOPE I d I I I I I ® © ® I I I ~ I :> I I I I I I I I I I I I I 1 ! j r--lJ'-6' I 21·-o· ! t0'-6' I 10'-6' I 21'-J' to'-6'tn'-6'_L -21·-o· I :o~6' : 10'-6' I 21-o·--J__w·-vt:u· 6' I -21'-U' I 10'-6't1D'-S' I I I 'I II g(/) II II Ill -1---lC -6' l U2) FLOOR SOCKET 1120089 ~h 1 1 1 PRDVIDCD BY [-A-T. INC ---..._----.._ ?~ cr_l-_A _____ -_-_ -2_4~'-_:_.~~---~r--~~-~~3-'-~to_~~---------{--+-D-1 _____ --~-_4_'_-~2'_-_ -_-_)o~~----_-2_3~--~~o~-=-=~--~=-=~:-D-=-__ 1~-=-~----_21_'--2-~~---],--:-~o-· --~-----=~~~--:,t --;;: _Dl_ :,-: -:t=,::.-1[_1 --~-~-. -::r-.---=-:-~-D-t =-,: :::-~ -::r::~ ;": _D~ ' " o ---1 ~---------------------------------------------------------------327'-0'--------------------------------------------------"~-~~/ ___________ ---I ! ."-._ ' ~I 1 !/<!'""-'w'l'i COLUMN l JJ2' ~ FA'\F PLATE (A3F,; ~-112' ,. o· x 9 112' DETATI II F /1 DFTPTI II c II I ' I Ul TAIL "J:J 1" I DETAIL 'T ~11L I ,. ,. H>-t-++Jlj ' ~-t--1 '-.., HSS f/ > 6' CJLUMN , l 112' ""---lfE" ~ 6' ~ 13' l l/e' BASE PL~TE (A36) ,. LET!'iiL "/\" Jy = =;c=p,';J'l!2 ' \J6 CCLUHN I 1/2' 1/2' ~ 6' x " 112' I / fASE PLAI!c <AJbJ +i-+-v DCT AIL ''Ell! I 112' lo'6 CD.U~ '~"-"' 1-J'-J;c· ~ 6" ~ 5 J;e· BA~E PLAfE <AJG) DET AlL "I" ----- DFTAIL T" f--5' -· + 5' -I ~ -~~-!-It -1-~ 1 ' • • 1 112• p-:: =I -~::+=~:=;, "~ ~SS 4' > 4' lULlt~N It~· x F.' • 11' MSE PLI\f~ (~36) DETAIL "J1" ,. I 112' 1 II<'' 1.1~ C[JLLJ!ol"' ],j'' X 6' X 9 ](?" BASE PLA•E CA3!>l l 1/E" \---1 ' v••l:;j::: DE' AIL 'C1' 'r -~-- DET A Tl DET!'iiL "1\l" \J~ COLUMI>I .u· • 6' ~ ~ v~· .-.........._ BASE PLATE (A36) " ' ,._ I l/2'- 1 1/0'- ~ 112' l 1/C' i 1 ~Al r~A ~+++~---------------~'===$==4-~~~~~~----------+4~~~---------------------~++*l~ ,. I ~ ;-I =!kod___l ___l Lic='l'=d CN"'R'"TE NOTES 1. SE=-SHEET SJ OF OLSSON ASSOCIATES DRA\..IINGS FUR PIER ELEVATIONS 2 C:NCRETE C.S. TO 3E 3000 P.S.I. MIN!I>1U1>1 AT I<GE 28 DAYS 3 A'IICHDR BOLT REQUIREMENTS' (4) 3/4'-10 UNC, I>STM All"l7 OR 1>35 C:ACH PICR, I,IITII 2' MJf,,, 2 1/2' MAX. EXPDSUt;1E 1\NCHDR BOLTS NOT PROV:JEJ BY ERECT-A-TUBE. INC 4 FLOUR SUCKETS TO BE SET IN CONCRETE AND AT SA'>'F fl[\.'ATIDN AS TOP OF [XT[RIDR COLUMN P:ERS. 5 CUJCRETE, GRDU-, ANCHUh1 HULTS. AND ANY EMBUJlJEJ :TEMS, OTHI:.R TH<'IN FLOOR SOCKETS, FURNISHED B'l' OTHERS f. A~CHOR BOLT DlAMETERS '.JERE DETERMINED BY ~LLDI<IADLC SHEAR ~ND TENSION 1-'UI A!SC SPECIFICATIONS CFv = 35 KS!l DR A307 ANCH=R BJLT LENGTH AND METHO~ OF TRANSFERRING FORCCS FROM ANCH:::R BJLl IU FOOTINGS ARE TO BE DETERMINEC· EY OTHERS. 7 PIEPS ,..,UST BE SQUARE AND SMOOTH. ANCHOR BOLl': M. ST BE AC:::Ui<A TEL Y rLACED AS SHO'WN :N THIS DRAVING s~ U'< STEEL VLL NOT FIT ~, MIN., 2 1/2' MAX. 314' DIA A36 RnD •,.'JTH .-l[AVY HEX NUT f '"''ELDED ~T EnTTnM OR:- 1/4-10 UNC ASTM I I FNriTH TO BE A307 DR A36 DFTFRMINED BY I --FCUNDA TrJN n.GTNCTR ANCHOR BDL- <NDT PROVI!llD BY F:R=-r:T -A-TUBE. IN::.> !JRILNT.:>TION 0=-1-JJR!ZDNTAL REACTIONS COLUMN REACTIONS ±Hx CDL~MN BLCJ -=-= B.29,C.29 ! Vdown Vup =Hy DES:RIPTIO~< 1-. s'-=5----1f----L 11•-t-E:cN-cD:-w--Ac:~ L COLUMNS ___ ---j B.B,: 8 13.94 B.2B,C.28 1: :5 B.4 ,C.4 36.46 B.lO,B.l?,B.l4,A.l6,B.\8, A.'JC B.2C,B.22,B 24,8.26, c.tO,C.12,c.t4,C ~6,C.18,' 6.94 6.94 13.40 8.08 2.30 !.00 ENDwALL COLUMNS 4.06 2.93 F[RST :NTERIOR COLUt~NS 4.06 2.93 F[RST INTERIOR COLU~NS U:l~ l.HD IN ~ f<IJR [:Ill lH·1NS 4.06 2.93 IN ERIJR CDLUHNS c." 0 'c. 2 2' c. 2 4 ': 2 6 ~-+--;:c=~+--,--=~f---::c-:::-+-:c==;::--=-;-;;=~-----1 A 1 ~~-+-:2:-."71 2.89 1.78 213 CORNER COLUMN D.2'J 5.32 2.19 1.46 1.46 CU'1fJER CULUMN A.Y,D.27 14 :l~ 3.97 1.00 ?.93 S[NGI F DOD' Cnl lii1NS 'DA 24.07 9.45 1.18 4.4S DJUBLE DCDR COLUMN 2L6J 5.77 1.00 2.93 DJUBLE DCDR COLUMNS A.13,A.17A 2LA.25, D.11, O.!S,DJ 9 ,D.23 A.~9 -1 ~ : 2=-----+--'3'--4_5'-1.4 6 12.C4 6.8E 1.78 1.46 CORNER/DOOR COLUMN ~~~-~----~ 31Ci CORNER/DOOR CDLUM~ ------1 ::' 02 SrDE\JALL COLJMNS • D.1 A.2,A. 3,A.S,A.6 A.4 8.13 5.33 3.87 --+--=--::--~' 5.42 4.28 1.18 3.15 -~-~ f-A-'-.":__' ~~~~-~-~+--'9'-8=-:_3 _ 5. 08 1.18 3.6 c B.7 ,C. 7 22.69 8.74 1.8~5 __ _::_1.80 D.7 25.38 945 1.18 449 f;Fo-;S,---c4co2cc, -D;cOc;;Oc;;RccSo:-~~-+--cNc:-'A NA NA -+2ccS 3 F S-4li' UUUf<S NA NA NA L.08 NnTC:• U AI I RCeCTIDNS eRE lN KrPS 2J V .!p, Hx, i'ND Hy ARE DuE TO wfND LCAD. SrDE\JALL COLJMN ---- T'iANS!TlON COLU~N TRANSfTfON COLJMNS TRANSlTlDN COLJMN FLOOR SlCKETS FLUUh: SCCKETS - - 3.l ALL HCRfZONTAL REeCTlD~S CeN ACT FDSrTIVE DR NEGATlVE D1RECT;ON. ;.) ALL CDLUM~ BI\SE PLATES ARE DESfGNED FOR FJUR 3/4' DIA. ANCHOR BOLTS, ~-DR THfS CUMI'LlES \..1TTH Till._ OSHA Rtrd.lc_ATH-:NS 1ll MARC!-' ?00:3 FOR STETI ERECT cON. v'DTE· PJER SlZ::S AND SPECIFICATIONS NU I "'R:::VJDEI! HY ERECT -A-TU.:ll, INC. / 701 '..lEST PARK STRCCT HARVARD IL bJ033-J~JO OFFICE 815-543-4091 FAX 815-943-7756 JOHN SAVAG[ 201 Rt\!LROAD AVE, 00 .0. BOX 1 S26 RIFI E, en 816:JO Prnjoct Nomo on< -"' .. JDYN SAVAGE L2'-V 21'-J" CIJ C:ARFIELJ CD. Rt:GIIJNI'L A/P 0175 CDlJNTY RCAD lei? A_L CONCEPTS, DeSIGN LAYUUT PLANS, DETAILS eND r,'<RANGEMEI' TS [NDr:ATED BY THfS DRi\',lNG ARE THE PROPERTY OF eRECT -A-I UBC:, !~COW J~ATED. COPYR[GHT --THEY wERE CREATED AS [NSTRUMENTS OF SERv:CE FOR THE SPECWfC PRJJEC-ANI SHALL NUT BE USeD OR REPRODUCED \J[THOUT THE EXPRESS \JRITTEN IIJNSC:NT 01 IRECT-A-TUBC. [NCDRPDRATED ~ SEE SHEET SJ Jf OLSSON ASSOCIATES DRAVINGS FOR PIER Fl [Vi\THJN:\ I 1 ADDED FLCDR SLOPES A.,D NOTES RJV 9-14-07 No Revision/Issue By Date RTLE CD 8!650 10 l JN 1 N:::J~-42 VI ? RG~4-4R ( M,CHnR BDL' I AYOUT 00 ~'Ojtcl F7i.2~U llcto D-06-2[06 3 OF 8 Seal< NONE ' 54'-0' ) (i) ® (i) ® ® ® --21' --CJ" l..'l'-W --·· 21' -0' ----t----21'-0' ----t----21' -0' ----t----2l'-O' ----t----21 '-C' ----r----2l'-O' ----t----21'-0' ----~r-'1 -10 V l t 30~ DEEP ' ' TRUSS 1,1 I, ~O',JERHEAD <'0 TER no I I I I MTG. PLATE ~~~NNEL 14'-7 l/4' I I , j j ll,f---~~~=jif----r. t l2'-o· ~ ~:~ 1 1 1 1 1 b'~Q§ -~------------------------+-----------------------~L-------------------~~--------------------~--------------------+---------------------~--------------------~------~~~~_L~ lf---------48'-0'---------i----------48'-0'---------i-------~42'-J'-------4--------42'-J'--------f--I _______ 42'-J'--------"1--------42'-C'--------f--1 -------42'-0'--------11--~2l'-0'----ll -----------------------------------------·----------327-0'~;;~~E=======================================================================================================================================:t-3' f---------------------------------------------------------------------327'-6' STEEL LINE TO ST-EL LINE 3'-if.--- .CS% SLOPE 'WEST SIDL\JALL Cf,!JSS SECTION (i) ® \6.) 0 @> ® I 24'-0'------t-12'-0'--j--l2'-0'--ti----24'-0'----t--l2'-0'--t---l0'-6'121'-0' 2:'-0'----+----c"1'-0'----+---21'-0'-----t-----2"1'-0'-----t---~21'-0'----+----c>1'-0'----+---21'-0'----+--~2t'-0'----+---21-0'I1J'-S'l ~/~/:~/~/~/~/~/~/ ~/~~~/~,/~/~/~/ I ---I -I I t JG' DEEP I TRUSS --·-1 ---------JF=,!,f-,Be"'S"'E "'AN"'G"'LE==-ll=_[~8-' 6_'1_-1o_·__i_ ___ __~~,=======~-------___j~,======~---------11l"/=/==="'='--,~=~"'""'""'===jjLI - ! I I -------------------------------------------------327'-0'-------------------------------------------------------------------" @) @ .C~% SLCPE I~TER:OR CROSS secTION A-·c• CCDLUMN UNE ~B· IS /'> MIRROR IMf1GD @ ® 0 ® (i) -?4' u-----T 12'-0' l lf--------42'-0'--------~f---------42'-0'-------+--------42'-:'--------+--------42'-0'-------+-------42'-0'-------+---21'-0'---+---------48'-0'---------~+---------43'-0'---------II J'~~===================================-----==---_:====------=-=====----------===------======----=====---327'--6~ST~f:_7'L~~E TO STEEL -L-l-NE----------------------------------------------------------------------11--J' .U5% :;:;1 lPF HI"C>< SC~E'- EAST S!DE'WALL CROSS SECTION / 1!4-14 X 7/8" 11'" 0/C l !lOOT SII[[T 12 II r 3 _ 1 1 1-1 ______ 2_1·_-_o·_---·-----j--~~·=~: --J-21 c--c; 1----~4'-6' ST[[L L!Nl IU STFFI L!N[------Ir NORTH END\•/ALL CROSS sr=-cT-JN 1--'AK llTIDN /'INGLE CPAi:'':>) AND Pf\RTITIJN TRI'-1 \\ ® I \ © -' PARTI-IDN S~E::. TING if-----------~-(PARTIAL SHf\VN) c.lo-i I RCOF SHEETINC ® RI tOLD ~IN DPlN ~-~ ! 12t. i CcEAR 6'tl~f-------~ ~B~AS~E-AN~G~L~E--,111 I ' ' I 11---~2:'-0' ----l--:2'-0" -----2:'-0' ----11 1f..' ---------~54'-0' ------------11 C0°YRICHT -- !WER!DR w:NGBAY CROSS SECTJCN ~AT CDLU"1N LINES 5.9.13 S. Ill (COLLMfl LINE 7.:1.15 & !9 ARE MIRROR IHAGEJ ALL CDNC[flJ;-;, llL;-;lUN LAY~lJT :' __ ANS, DLIAfl S ANT: ARRANGEMeNTS INDICATED BY THIS DRAwiNG ARE nrn,. PIJRL!N>PAI.J..c; sn•..:-•lc RAFTER BRAC::: 1--c~J o;PAr.rs __ --11 1,_J' \ ® © ® ® @ A.WT R[[)(i[ ® rRAFTER 0 0 RB32 \ ----~~~l===~~~~~4~·-~;=·~t:::~~,~~~~::·):~~~~,~==~~r~~~~E~xl:=UR=t=~=·==~ \. I• , ------L_-, ~~-~ 1.. yCg,;:;;:::trf===' =t::l ___.-L--=== ==~l::=ll"~v=::j:==~/1F\ .• ·i::c==EE==GIR==T::±::======r.~ >* 14'-7 1/4' lr====~--+~~=-lt-~===-;--~-=9i!l-----r )_~.4 -1 6 • I I I HSS 4' > •J I 6'~0' I' l2'-0' .----lf--~'--",-----11 II GIRTS I t / '-, ~' BASEA,GLEl ,1 s·1 fi'~[',-a· '", ; -II ?1'-C' 12 '-0'-+----21 '-D'----11111 ----·_ --21'-C''~=i~=~1~2~'~o~-~~===i2~1-~o·;=.--==t=- J'1f-------5-L-' --6-'_S_T-EE_L_C 4~tT_D_S_T_':_E_L_L_:_N_E-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-=1r J' -----------54'-J' --------------1 SJIIH· END\.iAI I CROSS SECTION INTERIOR TAlLBAv CRJSS SECTION \AT COLUMN LINES IU,!C,!4,!C,!!:l,C:U,Ci::!,24 & 2&> ® © 12 UC3~ I I LC34 LC33.11' I I I : 14'-0' i I CLEAR ---li'L-------------1~------+'1 _______ __jj_ f-:::===~2['1 '::'OJ"'-===::=':= 12'-0' =::::1===::_2_2['1 '::'OJ''=====-1 f.. -~4'-0' -1 JNTERIDR CROSS SECTim~ (AT COLUM\1 LINES 2 &. 3) ? ' $h \ ROOF PUR-I~S DDLBLEC P,T CJLUM'I LINE '7' ® 1------21' -c· -----12·-o· --+1 ---21'-0' ----1 f-------------'i4'-0' ------------1 l'l_TERIDR W'AL' CROSS SECTION <A I CL:LUMN Ur>-E 4J I ® I ~A \ , --...L_ __ ! lft..-----'-~_.-L--L'-' =--~ ·\ ,, .L., '_, -~1 i A/,\ 'Lj "'' i i X~ i X ([[[G~ i liV 3"" ANG~1~iV _'\t~ ~: 1----21'-C'----+I-12'-0'--f--I--21'-0'--- I------------s4'-0'---------- TRANSITION \JA L CROSS s:::cTIJN CAT COLUMN LU•E 7l OJTSI:lC ~LCJSURE____/ IO'ALL SHEET- > R~~ PURLIN Y<' .Ll RAfTER I 6' ~ ll' ~ 16 GA. ~NGU: COlJ~-n rLA~H!NG -TR/'INSITION ... ~ll Sl-IEET TRA~SITJDN VIALL/ROW DET~IL VIEw A-A G.C.Hamo a"" -ron 701 ~EST PARK STREET HARVARD IL 60033-0100 Dl liCE 815-'HJ-4UYI FAX R\5-941-7756 JOHN SAVAGE 201 RAIL R'li\U AVl. P.O. BOX 1926 RilLE, CD 81GSC JDHr1 SI\V'IGE C/D GI'RIIELD CD. RCGIDNAL A/P OJ/~ COUNTY RUI'U J~2 RIFLE r:n Rl !',50 lC UNIT N54-42 'w/ 2 RG54-48 (CROSS SECT:DNS EAT Pro 1 0<~ [7218 :>o~. 6-06-2006 4 OF 8 I Hl P"UPFRTY nF <RCCT A-TUBE, :NcnRPnRP TED. THEY 'JERE CREATED AS INSTRUME~ TS 0° SERVICE ~UR IHl SPCCifiC PROJ[CT AND SHAI L NOT BE USED OR REPRDDU:ED 'WITHOUT THE EXPRESS 'WR!-TEN ,,_ ~ :RL ) CONSENT OF ~REC--/'>,-TUB~, INCORPORATED, 1 ADIED BASE ANGLE AND EAVE HEIGrTS ""JV 9 14 07 Sco~o NONE ~~--................................................................................................................................................................................................................................................ N.o ..................... ".".;'·ior·/·I'."".' ............. By ..... D.oto ...... ".'.-.:-.:-.:-.:-.:-.:-.:-.-.:-.:-.:-.:-.:-.:-.:-.:-.:-.:-.:-.:-.:-.-.:-.:-.:-.:-.:-.:-.-.:-.:-.:-.:-.:-~.~~ ON[ RD'v/ 1C' OVERHA'G l f- 1- INSIDE CLOSURE 10" 1\!FRHANU+--~ODF SCREIJ' ROCF UPPER PART:T70N ANGLE TRIM [ROOF SCREI< l SHEETING SlALJS lC l\ ROOF SCRE\o.' ROOF S-lEETING I RCDF SCRE\Jl J Rr\KE ni\GLE A -SCRE'w' 8" ZEE \ o o • RJ[F PURUN J RAKE TRIH "="~-=~"="~==~LC~~·~-SCREV .--INSIDE CLOSURE rRDDF ~- ,-ROOF SCREI,' ==±Ri:r ~-------c.- SCREW~ --FAVF PlJRLlN / EAVE TRit-1---<;::/ OUTS [DE CLOSURE~ / " OUTSIDE CLOSURE PURLIN ___/ [Jirl+--RAFTER ~AFTER ENE CUP (4) L/2-13 x L-v~·_/ H.H.B \.l[TH NUT END\o.IALL COLUMN---[ -----[1\D'w'ALL SI-ll T INU NOTE ERECTOR TO INSTALL CND\.iALL RAtER TO THE OUTSIDE OF RAtTER PLATES ON CORNER CDLJMNS SIDEWALL S""IEETIN::i-- ' 1 Jl---',./6 ff CDOR COLIJI-'N S-lEETING TOP t.STRAGAL INSIJI:. CENTER ~STRAGAL INSTA-LATIDN CPART OF "COLD ~E"THER' PACKAGE) CLLSU~I:.~ ' . )-,'' • 48' ASTRAGAL STRIP PUR LIN STITCH SCREI,./ ~9· D~D // TRIM TC SHEETING RIBS 1-'Af.i llllUN ANGLE \ 4' CEE INTERID~ GIRT ---c 1 ~ SCRE\.1 n ~a: 1/2 13 ){ 1-1/4' IV II.II.D. 'w'ITII NL T -SCR~'w' I I I FTC li 3// I I GIRT\ ! \._ I \ I \ ,r-EXTERIDR ,,/1\1 L [/ Sll[[T!NG -SCREW SCRE'w' ---3ASEA IN[ I E ~ lJ I, /RE"AIR EXISTING "' AS"HAL T PA\IEHE'H ~ //lil2 ><: 3/4' TEK 12' D/C ~ ~ : K"~CENTER ASTRAliA I -PARTLTION SH::ETING <JI\E SIDE ON_ n ) <TYP.) l./2-13 X r:• v·~ HHB. 'WITH NUT HSS·1'x4' il END\J/\LL GIRT --j~-rllf IJIIiL SCRE\J <TYPJ 1/2-13 X 5" VHH.B. w:rH NJT ! HSS4'x4' SCRE\.i'-''' =!i1H--SIDE'W'ALL GIRT DOOR Sf-<EETING --- SCRE'..! ---1!';-J..--DDDR I RAMl HU~lLJI\1 AL lilf< ~ CENTER TRIM U__[ ~ 1[.1C4----,1 ~CENTER HINGE 2 x 314' TEK :2• 0/C J' X 48' Ir>.SIDE CLIJSlJRF' ASTRAGAL STRIP I I "I ~ I I " t ~ I 4' CEE l'HERIOR GIR--~ I I \ 4' CEE .:~ ~ I .J' BASE ANGL::~ HEX NUT~ BASE PL/'\TE 'WASHER~ f..-SCRE\.1 ;:;.:: INSIDE CLOSURE I~ CFRICTIOI\ Fin ---._.....__ SCRE\-1 ~ SASE ANGLC: ,---HFX N.JT ~BASE PLATE \./ASHER TNSTW r.1 flSlJRF~ SCREI,./' ]' X 48' ASTRAGAL STRP INTERim;; GIRT~ V,SCREI,.) BASE AN:::iLE-.'......~! '-.....t: ASPHALT d: q! /// 1 ~ EXTERIOR 'Git\DE BEAM DET/ FLOOR ~'-INSIDE CLOSJRE -----------.:.'-' ASPHALT~ ---._ . • FXTSTlNG BTTUI'\INDUS BflTTIM TRIH ASP -IAL T ~'~====:r--'31"~~=o==r::==~~(~FR~ICTION FIn -= 1 " ~ • • • ~coNcRETE ANCHOR EOL T--+-'-'---IJ • PlER ' • ' l-';·~c--~+--ANCHOR BOLT . r ASP'1AL T FLO-JR ---~~~·~~~~~~~~~~~~~~~~ ---------------~ (NOT BY E-A-T, IN::) ~ • •• 4 1 I • ' 1 '"··:.---.,·. ;/ ~_/ . . CCNCR::TE-; PI::R ~- (NOT BY E-A-T, ~-1\_40 INC> ~~LRADE TO SLOPE A~AY FROM El-FDLD DOJR THRESHOLD NOTE: BASE ANGLE IS IN 20' LE~JGTHS. FIELD CUTTING IS R::GUIRED. BASE ANGLE TO BE INSTALLED PRO::::iRESSIVAB_ Y. f--SHEET:NG EXTERIOR 3' X 2· X 14 GA v!NSIDE CLJSURE B~SE ANGLE--~----~~ BASE ANGLE FASTENER bJ. AND L!QU:D TIGHT SEA_ ~~~~~~§~~;,,~~~~~~~~;~~~"='OT CNDT PROVIDED BY / FLooR LINE TO DRAIN ERECT-A-TURF, JND ~ A~PHAI T Fl nnR A'-.1 ~Y FROM SHEETS -2' MIN ~ ~~ \.-~ UPPER PARTI-IDN __.....------------------........__ ROD=-SCRJ',/ ANGLE TR:M ~ ..---~r----._ ,...-./.------ROOF -.........._"'-....., BA:\=-Ar~Gl =-/GIRT DETAIL /PURLIN CLF' I IJPPFR PARTITION ________ ----....__ ~ 2S,_ ' ~ s•, 2 112 , // jSHEETlNG__~~ ~ STITCH scRE~i'~9~·Jo~;ic{:./.==fr--\~;;:\~~~:::::.-RooF PURL:N A I --~ TRTI"' -n SHF:ETII'-<G Rr8"i --------------------------------- R A I [ R -------- 1 ~~ '._ NOm ---.\:--~~±==;t::=:_4• CEE P::...R PARTITION--I '-._DO NOT ATTACH PAR-:-ITION ~ y_ r~ V TNTFRinR GIRY ANG~E TRIM ANGLE TRIM TO ROOF SHEETS II \, ANril F TRIM __.....---.....__......._ ./_/" .............. ~ ROOF SHEETINC;:t-ITCH SCRCV ~. "' ROOF SCREW'-!/ 1 M TO RIDS / ,.._,,:_ ~ )~LRLINI ~ 'jo• "l'l \ ol PURL::N ~' I oo NOT ArTACH Plli~IIIIUN AnF SHEETlNG \ \. J_J,L ~ ~ .:i_ TRIM TO ROOF :>;HEElJNI.J ~ ~6) 1/2-13 x 1-1/4' / ~ l SCRE\v' . \\ H.r.B. ~!IH NUl RAF~___/1 /~~~~ ~~~~====l_____l~f'""=:===l==""F~~"""f"'=====\ 'L) [ ·o 13 [ 1/4' -......._/ ./ ?PRTT;mN ______ ...__ j. ~ 0 ~ ' \ ', I--X -Al\(i[ F .....__ ~ II UF'Pt:R PARTITUJN \ H.H.B. ·wnH NUT ir'tl 1/2-13 )( 1-1/4' 1 ------liNGLE TRIM 1 I FIIRI IN 4 • CEE H.H.B. W'ITH NUT 11 \ It--STITCH $[R['N INTERIOR GIRT---SCR::'W PLRLI\ r.L JP ~ 0 < It'' FARTITIDN ANGLE TRIM I HSS 4 • x 4 , ____ :.! ~-__ __ __ _ __ i __ _w_sHEET_'"_'_Rras__ -j IN 1 U<IU~ CULUHN _1 --PARTITION SHC::ETING i 112 13 " 1 l/4' II / H.H.B 'w'JTH NU! I <JNl SlDl UN_ Y) INllTE· V THRU PUR·_!"' !. RAPER FLANGES I & PARTITION ANGLE NUfCH SHEETI~G <>,N!J Uf'I"Uo! 1-I HEX NUT--... BASE P_ATE \-/ASHE~'-.._, NO PARTITION LAP SCRE\./S I /SCREW' ,V /BASE ANGLE ASFHALT'~~~==JI ~~st~~~~~==~~ .f-- • AN=:I DR 13DLTS \ PART:T!DN ANGLE AROUND S:REV \ PURL:N FOR 'BIFlD PROOF' FIT SHE.UJNG TO I \\ ~-PARTJT:ON ANGLE / R,o;FTER -...... ,_ PAR-!TION ANGL.E I I-SS ~· >< ~· INTE'<IOR-~· CDLLMN PARTITION I 1----SHEETING ;/ONE SIDE ONLY> (4) 1/2 13 " 1 1/4' '-H.t-.. 8. 'WITH NL CONCRETE-- PIER CNOT :aY E-A-T, IND _________ ......----/"' <cc:ELD INSTAL_ATI[N JF UPP[R =>ARTJTI[N ANGLE A~ID Tc;:;~) ALL CCNCEPTS. DES::iN LAYOUT PLANS, DETi'JLS AND A~~AN[l:M~NTS T~nf~ATFl BY THIS DRAWING ARE THE PROPERTY OF ERECT-A-TUBE, JN:ORPORATED. COPYRIGHT --THE• WERE CREATED AS INSTRUMENTS OF SERVICE FOR THE SP°CIFIC PROJECT AND SHALL NOT BE USED JR REPRCDUCED ~ITHCUT T~E EXPRESS VRJTTEN :ONSENT CF ERc:C--A-TUBE, INCDRPDR" l ~D. 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'WITH NUT '-, 4' CEE SCREW'~ ~"--IN I UHUf<1 GIRT NOTC~ SHEETING t.ROUND NOTE I PARTITION SHEETIN:::i- <ONE SIDE DNL Y) CDNCRE-E- PlER • • • ER V/10 RAFTER TO CREATE 'BIRD PROOF' SEAL. -~ HSS 4' X 4' I PARTITION SHEETING-I ---INTERIOR :OLUMI\ <ONE SIDE ONL n \ ~ t: rr~-----=--=---7 --------=====-~.._._ ~ L IIEX NUT ~BASE =-LATE 'w'ASHER ~~ 'I= b---+--ANCHOR BDL TS : ~ <NOT BY E-A-T, INU DETATI DRAwiNG KEY ~~~~~~~~~~ DET A 1L IT~ NUMDCR SCRE\J ~ . 1 /~ ess ,. x 4' I "' '-1---INTERIOR COLUMN SHEET :THIS x~IROM Sf-EET NO. 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A-325 BOLTS MAY BE II\S-AL_EJ V.'ITr-!OUT \-./ASHERS VHEN T:GHTENED BY THE 'TURN-JF-THE -NUT' i-1ETHOD IT IS -;-HE RESPONSIBILITY OF THE ERECTOR TO ASSUI-<l PROPER TIGHTt\ESS, ND1'::_, ALL TE RODS ANJ RAFTER BRACING ARE HHEGRAL PARTS OF T-IE SIRlJ~TlJRAL SYSTE~ AND HL,ST BE PROPERLY ;NSTALLED PRIOR TO I'JSTALLATION OF THE v/.;LL AND ROOF S-1EETS. 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'II'ITH NUT _1.--RAFTER PURLlN LAP Jll AIL LGSI --'MAX LAF' DETAIL '10" L1!4' X ~· ~ 10' (1\36) PLATE (4) :/2'-13 ~ 1 :/4' HEX HE'ID BOLT A'ID NUT Dl AlL "r LRACTER 114'+ ---:P::-U::R::-L-:!::-r,~--R9..~--FURLIN CLIP I (2) j2~13 X t~l/4' / H.H.B. 'viiTH NL I -~---_/ ([N PURLIN 'WEB TO PJRLIN CLIP> ' (2) l/2-13 X t~l/4' ~ I-.H.3. \JITH NUT <IN PLRLIN BASE TO RA~TER FLANGE) RAFTR :-~m PURL II'~ DETAIL DETAIL '11" 1/4' X 4' X 0 1/2' RAIER f.'DU'HJNG 1-'LA ll DFT AIL "6" RAFTER B~ACE <RB32l ,., .li'-14 ~ ]/4" SHEET I<E-IIL SC~E\IS FIELD BEND ARDLND RArTCR AT -45' ANGLE. CSFF 'ROOF FRliHING LAYCJU ' tOR LDCA W'-IS) FOR 6 :o;; 1/C'-J::l x ~· HlX rlU'.U JllJLl 1!. NUl uPPER CHORD <EACH TRUSS END) CD 112'-13 x 5' HEX HEAD BOLT &. NUT LOVER CHORD (EACH T"1USS END) DETAIL 1.' c:::: " .._) 5 1 '-. __ (4) 2"x2"x1/4" B~SE PLATE VASHER ~l "-lie' x 6" x 9 1/2' BASE PLI\TE 'viS COLUMN DETAIL T' ILLUSTRATION ONLY No. ? 4 NOTES ([) BRACI~G r~OT SHO\v'N. FOR CONFIGURATIDf\ SEE "CROSS SECTIONS" & •sTEEL & ROOF FRAM:NG LAYOU~. (~) SEE NOT[ ON SHEET #1 CONCER~JING "FIELD \v'ELDII\G" (3) 1/2'-13 X 1 1/4' I ·HD, S. NUT L COR\lER/OOOR- COLJMN RAFT:::R +-+1+-m t/2'-13 x s· H.H,B, 8. NUT CBOTTOM CHD~J TO MOUNTING CLIP) HEX HEAD 4' x 4" GIRTS HSS 6" x 4" COLUMN (4) HEX NUT~ (4) 2'x2"xl/4" EI\SE PLME Vr,SHER-~-·~Qll~~"v l/2'x6'x13'-J BAS[ PLATE DETAIL "2" 701 ~EST PARK STREET HARV/>RD IL 60C33~010C· OFFICE 815~943-4091 F'AX Rl5-94:1-775h JUHN SAVAul 201 RAILRCAD AVE. PO EDX 1926 RIFLE, CD 81650 JOHN SAV~GE C/D Cii'RFIELD CD. REGIONAL A/P 0375 COUNTY RDI'D 352 RIFLE CD 8165C 10 UN:T N54-42 'w I 2 '<G5L-48 ( ERECTID~~ DRAI,i!NG Elo,T Pn>jocl E7218 Clot. 6~06-2006 0 UPJATED DETAILS "'""'" NONE Re•·isior /Issue ) I~TER!o41:DIAT£ PURLINS GAL VALUIVE FIXED RIDGE CAP l l/4x7/0 LAP G G ACCESS DOOR DETAIL <STANDARD RIGHT HAND 'IN' S'wiNGl G~LVALU~E ROOr PANE_S J 114><718 LA? 12-12 -==;::_:==r==r==r-==,==r==r~r~r==r=~1--=l /1/4~7/8 24-~4 c --c-7-""'-'LA~S 1 r ' D I I I 00 ~ ' 0 I I ' • ' ~ n ' ~ ' ' ~:~:2-14 (5-7-5) 11:2-14 Cl2-l2:l 1112-14 (12~12) ' • ' " ' ~ ' 1:112-14 (5-7-5) 1112:-14 Cl2-J2) • • ' " a ' • 0 0 0 ' ' ' :£ '::9 ;£ 0 ' • 0 ' ~ • ' " 0 ' ~ • • ' ' C M 0 = 0 0 I I I I ~ ~ ;!; :£ . . ~ I ~ 0 i Q ' ' :£ ;£ • ' M n ' ~ 0 ! ~ • ' M 0 _, ~ 0 ' ~ n ' ~ i 0 ' ~ • ' M #12-14 (!2-:2) "1112-14 (12-12) ~4· x 4' hORIZONTAL MEMBER 3C60 VHITl 'LUSH STEEL WALK DOOR ' ' ' ' "' ! -~> f // LCCKSET+H_j / ' H[l[ PLJMB DOOR IN lJPlNING ILK SCRE\1' CLF' TO EBFD FRAME AND WA_K DOOR _,AMD ~o'!T· I 1112-14 >< 314' SCREV ,_~ _ _J_ _ _L__L__J _ _J_ _ _L__L__j~_L _ _j_ _ _j__L__l _ _J_ _ _L__L__, 1112-14 (5-7-5) f---------~-~~-oo4'-J' ~~~~~~------11 SHEETING FCR NOR-H ENDWALL ,_~ _ _,_ __ ! ---'---'---'---~ 1:112-14 (5-7-5) I--~~~ 21' -0' -~~--11 SHEETING FOR C2~ SIDE'.IALL lf-----------------~~~--96'-0'~-~~~~----~-----------11 SHEETING FOR ([) SIDE'.Ii\LL "' 3/4' / 3ACKSET / lt. ~~J. )~i!ii~''~<~' iii·ij-~~4• " 4' HlR!?nNrAI ' 0 ' ' ~ I i ,, ' ~ ' " • ' ,, ' u-. • ' ' " ' " -----------54' 0' _, - SHEETING FOR SOIJTII ENDIJAI I I 0 ' " ' w • ' ~ ~ ' in • ' ~ I c ' ' I ' " D ' ~ i ' ' ' ~ 11]2-14 <5-7~5) ltl2-14 <12-l::'l #12-14 (12-1<:') 1112-14 (~-/-~) #12 (9-9) #12 (9-9) Ill? 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UPPER DOOR SHEETS 14 :::>JE'CFS T-1 7/8h ~=~""'""===~'====~============! 1112-14 (5-7-5) •.: 1112-H <5-7-5) LD~E~ DOD~ ShE~TS ~ 14 PIECES 6'-9 7/8.. ~:.t?-14 02 -m '------'/==----~'=.· ----------------~ #12-14 <5-7-Cil f------------41'-10'----------1 C5) 42'-0' X 12'-0' EBFD VEST SID[IJALL • ' ' • • _::-;:z ~~-----~ --BOTTO~ RUBBER ASTRAGAL A:CESS DOCR JETAIL 1112-14 9-9 1112-14 9-9 1112-14 '3-9 1112 14 9-9 • ' " • • > ' ' ' In In in (2l TAILBAY PIIRTITJO" VALL <LONGITUDINALl I UPPER ODOR SrlEETS 16 PIECES 8'-4 1/4' 0 ' " 1112-14 9-9 1112-14 3-9 111?-14 'l-9 1112-14 9-9 il2-14 C5-7-Sl il2-14 (]2<2l :=======~=~=================~ 1:112-14 C5-7-5l 1112-14 (5-/-~) LOWER ODOR SHEETS 16 °!ECO:S 8'-0 1/4' f-----------47'-10'------------1 (2) 48'-0' X 14'-0' EBFD "'EST S!DEVALL #12-14 (1~-12) HANGAR t 118' " 1' TAPE 1'12-14 x l' (6' 0/D ~ R£DGE CAP #14 x 7/8' Lf1P SCRE'./S 1 £EACH SIDE 6' 0/C AT RIDGE CAPS ~ ~ ~--=-+-=-~~:_I ' ~----=-------~ ~ ---;;u-N-------==-= RAFER RAFTER > RIDGE CAP DC:T AIL \ v SHEETINGJ ISDHETRIC VIEw FOR -LLUSTRATI~N U\IL Y _._T R'-'-'I"-'-'M'---""'I D=E N TI F I C A T ID N LDCATim~ s:::::: "TRIM DETAIL DR A \.JI 1'-JGS" RnnF HOLD 3'--j ~ . trl/4' PURLJN I t-t----PURU~ CUP START ALL ROOF PANlLS 3' FROM STEEL LINE ~S SHOWN ~BDVE. '1LlGN ALL ROOF, DOOR, ANJ SIDEIJALL PANELS. DOOR END CAP TRlM ·~. - -jy "-""'"';:;;"' YL ,._ -,. jy CJ CJ BI-FOLD DOOR-r---ll' II' -rl-w ~ 26 GA DOOR SHEETING L___ ELECTRICALLY OPC:RATED Bl-FOLD DOOR ELEC-R:CALLY OPERATC:D BI-FOLD DOOR/CORNER TRIM DrTAI ALL CO~CEP-S, DESIGN L~YOUT PLANS, JETAILS i'ND ARRANGEMENTS INDIC~TED BY THIS DRAWING ARE THE PROPERTY OF ERO:CT -A-TUEE, INCORFORA ED. COP•RIG~T --THEY WERE CREATED AS INSTRLMENTS OF SERVICE FCR THE SPECI~lC P~UJl=T AND S~ALL NOT Bl LSlU OR REPRODJCED wiTHOUT THE EXPRESS WRITTEN CmjSENT OF ERECT -A-TUBE, INCDR 0 0RA-ED. 307J DOOR (OPTIONAL) CEND'w'ALL OR SIDE'viA .... U l l--lANUUJ SHll TTNr; I F\IGHTS No. Revision/Issue l - SHEETIN&--r. Ht_AD ;1-/JM/ 116851) --HS<::: ?' >< ?' GIRT j :O\I'ER BI-FDLD DOOR PANEL <'w'ITII SIIECTS :N PLACD EXTERIDR IJr--tt-----t+' J' TRIM 415868 IISS 4' x 4' 8[ rJLJ ' HOI<IZONTAL MEMBER~ ! INIU-IIUI< THRESHnt n TRIM~ ) Cl6-43Jl ___ J . rtASTRAGAl S RU-' BDTTJM ~ 0' (16348) I RLBBER ASTRAGAL j FINISH rRADE TO ~~-P:ffi A 'WAY J • • •-.• -s -FLOO:o> LINE rB~s~btr L ODR /' ·: ··) 121601) CORNER ANGLE CLI~ :-;-:---~~~ ~~s~~~~~i" 3/4' -H~YER liNGLE HSS 4' ;.. 4' ~nnnR FRAM'F HlNGEl ~--Bl fOLD DOOR FRAME -------;--BOTTJM MEMBER ~· f ~ ~ /. 0< I I liiL v J E J-T'<lM,__j I 1112-14 X 3/4' J-TRJH Ej 05868) TEK FASTENER <15868: !;: Sl[-TnN A - A w 01\E RD'W SEALI~TlC UI\DlR RAI<O: TRlM - OVERLAP I ST:TCH SCRE'w'S 12• ~/C "c """'" """ .....,,... SEC -_illt:J _ ~ -~ E 701 \./EST FPRK s-REET HPR\/ARD IL 60033-·JlOO CFTICE 81::-943-4-091 F'o"'X 815--943-7756 ,JnHN :-:1\V-'\l£ 201 RAILROAD A 1/l. P.U. BOX 1926 '<!FLE, CD 8165J J[HN SAV!'lGE C/0 GARFIELD CD. REGIONAL AI" 0375 COUNTY RJAr 3~2 RJFI F en 8165J 10 U\IIT N54 42 \-!/ 2 RG":4-48 ( SHEETING LAYOUT ) EAT Prejoct [7218 t-oto 6-06-2J06 0 Dl R RJV 9-14-07 Soo"' NrlNI By Uate