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HomeMy WebLinkAboutApplication-PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970·384-3470 Inspection Line: 970·384-5003 Building Permit No. Parcel No: ______ _:::2:_:_,:177-241-_::..00"--4.:_:_7.::_6 ----- Locality: ·-~~oad & Bridge Building Job Address: ----~----·-·----::.:02:::9c::8.::cr'-'. =-"-'-R::::ifl,e"' -·---------- Use of Building: _____________ S~and~torag'-e-'-sh'""'e-'-d _______ _ Owner: Garfield BOCC Contractor: Mueller Const. Serv ----~~::.:_::: ~------------ Fees: Plan Check: N/A Septic: Bldg Permit: N/A Other Fees: Total Fees: N/A ---·---~·-- Clerk: ~toillOr\ Date: _3-) \-Cl I 2 3 4 5 6 7 8 9 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8111 Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82I2 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 \VV'I'W.gart1cld-countv .com Lot No: Block No: SubdJ Exemption: Owner: (property owner) Q"'rfi P l <1 C'mmt-_v Contractor: Mueller Constr. Svcs Architect I Engineer: Sopris Architecture Sq. FL of Building: 8400 Use of Bui!din_g: Sand Storage Describe Work: New Sand Storage ";f~iling_b<(dr'i)i~: O('-O 1 Ltl'il'li~~-G-S:, C>"' Mailing Address: 1113 Huebinqer Dr. Mailing Address: Snowmass, Cl 1579 Gatewav Road Sq. Ft. or Acres of Lot: Shed Ph: Ph: 970-384-0584 Ph: 970-927-3313 Height: All Ph; Alt Ph: Alt Ph: No. of Floors: 1 10 Class of Work: o:::mew o Alteration o Addition Garage: VVf.A II Septic: IJIA 't o ISDS o Community__ o Attached o Detached 12 Driveway Permit Owners valuation of Work: $ NOTICE Authoritv. This application for a Building Pennit must be signed by the Owner of the property, described above, or an nuthorized ageJlt If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Leg a! Acetss. A Building Permit cannot be issued without proof of legal and adequate access to the prope11y for pmposes of iuspections by the Building Department. Othe1· Permits. 1vfultip!e separate pem1its may he required: (I) State Electrical Permit, (2) County JSDS PenJJit, (3) another pem1it required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewmer Discharge Permit. Void Permit A Building Permit becomes null and void if the work authorized is not commenced within !80 days of the date of issuance and if work is suspended or abandoned for a period of !80 days after commencement CERTIFICATION l hereby certify that I have read this Application and that the information contained above is true and cOtTeCt I understand that the Building Depanment accepts the Application, along with the plmts and specificntions and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy. Assuming completeuess of the submittals and approvnl of this Application, a Building Penni! will be issued granting permission to me, as Owner, to construct the stntcture(s) and fhcilities detailed on the submittals reviewed by the Building Depm1mcnt. In cottsidcration of the issttance of the Building Pennit, I agree that l and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applic ~land u egulatiorlS (County Regu!ation(s)), l acknowledge that the Building Pennit may be suspended or revoked, upon notice fi"om the County, if the location, constmction or use of the struct1 (s) and f.'lcilit} ies), described above, are not in compliance with County Regulation(s) or any other applicable law. l hereby grant pennission tl BuHding Depa nent to enter the property, described above, to inspect the work. I Hmhcr acknowledge that the issuance of the Building Permit docs not prevent the ---._ Bmldmg Offic1al from (I r umng the corre ron of errors m the subnuttals, rf any, drscovered after 1ssuance, or (2) stoppmg constmchon or use of! he Stlllcture(s) or fhc1hty(res) rf such rs m vrolnt1on -......., of County Regulatron(s) ny otherapph9 le law >~ncludmg su ri'iittals, and mspectrons of the \\Oik b} the Bruldmg Depm1ment do not corJslltute an acceptance ofrespons1b1hty or !mbrht) by the County ofeuors, omrss1ons \!lei, I ac~vledge that espons1brhty forcomp!rance wuh federal, state and local laws and Count) Regulations rest \\Jt!Jille and my nuthonzcd agcrlts mc!udmg wrthout gnet, e Ill er and! or der " D IJA I H '" AD 1D UNDERSTANDll!ENOTICE & CERTIFICATION A87: OWNERS S"HtNA DJ'RE ........ ! 1 ~ " DATE -;3//, I D ~ r 1 \ \TAFFUSEO~LY ( Specht! C~--- Mise Fees: Adjuste< Valuation: Permit Fcf.J 1 !+-!\lanu home Fcc: \ ISDS Fee: .otai/J: /It Fees Paid: Ba~ancc Due: ISDS No &.gsucd Date: Sctbaclis: OCC Group: Const Type: Zoning: BLDG DEPT: !'LNG DEPT: w un Ll U k APP ~V4\[) DATE APPRQ' 'Al, )\ \ DATE The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all me and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the bui · identified in the Building Permit. 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. 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 1 line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC, IFGC, and IFC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed st~fe located within the envelope. Yes_LL_ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes ,JJ}i/ Not necessary for this project __ _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the prope~? / Yes___I.L" 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes ~Not necessary for this project __ _ 2 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For ~it issuance only" or similar language? Yes __i_L Not necessary for this project __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the building code or per stamped engineered design? Yes ~t necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes ~necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ~ot necessary for project __ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes ~ot necessary for this project __ 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per ~are foot in Garfield County)? Yes ~ot necessary for this project __ 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Y es~ot necessary for this project __ 12. Does the plan Jpclude a building section drawing indicating foundation, wall, floor, and roof construction? Yes..L..L. Not necessary for this project__ · 13. Is the wind sp~and exposure design included in the plan? Yes --L,.L:::" 1~ot necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ~ot necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ~t necessary for this project __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes ~ot necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes~ Not necessary for this project __ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes ~ot necessary for this project __ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping roo~vr.r basements comply with the requirements of the IBC or IRC? Yes Not necessary for this project __ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventYfton for all habitable rooms? Yes Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety glazvr these areas? Yes Not necessary for this project __ 22. Do the pla~ti~~l. ude a complete design for all mechanical systems planned for installation in this building? Yes ~o Not necessary for this project __ _ 4 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes ~ot necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes -Nk-N ot necessary for this project __ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes-* Not necessary for this project __ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and botAf. es are employed, facilities for both sexes? Yes Not necessary for this project __ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes~ Not necessary for this project __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes~ 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes~ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes~ 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 t../ 32; Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes~ 5 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 "Roa~act" fees required, at the time you pick up your building permit? Yes 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a fin~ection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Ag¥d that the party responsible for the project must comply with the Uniform Codes? Yes 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30AM and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes7 3 7. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.ft'inspection fee? Yes 38. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including aN otice to Proceed; a permit from the federal government or any combination. You can Mtt the Road & Bridge Department at 625-8601. See Phone book for other agencies Yes b-t<J~-- 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes~ 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permr 7cation? Your attention in this is appreciated. Yes 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? · Yes ~(Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance otxhuilding permit that you will be required to obtain a grading pe:rmit? Yes _V__ ~Not necessary for this project __ 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than I 0 persons as per Section 1004 of the IBC to prepare the plans and specifications . r the project. Yes Not Necessary for this project ____ _ Signature Project Na Project Ad Note: On any of these questions you may be required to provide this information. If required information is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. BpcommDec2007 7 . GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, lBC, IFGC, JMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at tbe roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. lOOP SF 9001 to 1 OOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Deptb: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R -values are R -10 bel'ow grade, R -19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceilingffloor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant Ctrn.LO Building --l,.LEngineered Foundation ...JL_Driveway Permit {;::x;,-:; ~ ~Surveyed Site Plan ~ <;-o < ~Septic Permit and Setbacks ~Grade/Topography 30% JVfL _A/h Residential Plan Review List ~inimum Application Questionnaire ;JtL Subdivision Plat Notes Planning/Zoning --~-::Property Line Setbacks {/ 0 · Jv~ ~Oft Stream Setbacks VF!ood Plain 1 ..-:Building Height ~oning Sign-off t....--'"Road Impact Fees VHOAIDRC Approval L/Grade/Topography 40% _q,_Fire Department Review l/planning Issues ~uation Determination/Fees(~~ ~bdivision Plat Notes __l.L'Red Line Plans/Stamps/Sticker U'JL_Attach Conditions __ Application Signed A-~ ') · yu ~Plan Reviewer To Sign Application ___tLParcel/Schedule No. ~40# Snowload Letter-Manf. Hrns. GENERAL NOTES: Page 1 of 1 Cathi Edinger From: Marvin Stephens Sent: Tuesday, February 19, 2008 2:58 PM To: Cathi Edinger Subject: RE: building permit for Sand Shed Hi Cathi. The sand shed will go up at our Rifle shop on county property. The address is 0298 cr. 333A Rifle. I don't know the parcel number. Hope this helps. Marvin From: Cathi Edinger Sent: Tuesday, February 19, 2008 2:48 PM To: Marvin Stephens Cc: Fred Jarman Subject: building permit for Sand Shed Hi Marvin, Do you know anything about a Sand Shed that is being built for the county on county property? Mueller Construction brought in a building permit today with missing items on the building application. Do you know the address where this building will be placed? Do you know the parcel number? Nobody has signed the application for the county. No questionnaire was completed either. · Let me know. Thanks, Cathi 2/19/2008 No. ___________ 1u0w8~57L-----Assessor's Parcel No. 2177-241-00-476 Date 3/11/2008 BUILDING PERMIT CARD Job Address --.u0~29~8)-'Ct....l'-r .).33a.3uA"'.-,-~'Rwifwle~(Ro.nua..,d..L.<II&._.B;ur.uid.~.~:gl"euB;;utwli"'"ldUJinl.1lg~)'----------------------- Owner Garfield County BOCC Address 108 8th st, GWS Phone # 384-0584 Phone # 927-3313 Contractor ___ mMUJu'-"'e....,llei<Jr'-'C...,oll.lnctisut.....,. s~e5<_!rv..J1_ . .__. ____ Address 1113 Huebinger dr Setbacks: Front _______ Rear _____ RH _____ LH _____ Zoning ____ _ sand storage shed INSPECTIONS Soils Test _2----r---:r-n---:=o-n-----.--¥-:ootin~ ~ q.~-03P1\I\ -we6-\--;-'jz__l'<ift.t~ lt-Ct-c8 Foundation ~ll Grout _____________ ___ Underground Plumbing------- Rough Plumbing ---------Framing ___________ _ Insulation-------------- Roofing-------------- Drywall ---------------- Gas Piping-------------- NOTES Weatherproofing ____________ _ Mechanical _____________ _ Electrical Rough (State)---------- Electrical Final State) .L2. I Final ·~ · ~o /Checklist Col'lJ.Qieted? f?U3 Certificate Occupancy # 'C5 ~ I 4 Date iSS Ll 0 d-r==---itp'-.-'=@:-'-;t..o-·-:;;CJ:-:.:8:---- Septic System#------------------- Date ------------------Final ____________ _ Other _________________ _ (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued3~t.tQ! .• zoned Area ............................... Permit No ••• l\)~·~········· 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 rXlP2d 8!1iraqe Bhed Address or Legal DescJjrtion DZ98 cr '33 ~~A -, /?I Fie ( R«trJ f httc/q(: (bldg) OwnerUaE/JfJid f!CJ(Jfft{ /3~ . Contractor Mve//fl /!!Jn'bf. frtV. Setbacks Front Side Side Rear Tbis Card Must Be Posted So It is Plail)ly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing .;:,uhut-OK f·d··iJ ,z w Driveway Foundation Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector\ Gas Piping Final &;> -z .:::;-::: 0 g ~a! Electric Rough (By State Inspector) Septic Final Framing Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. TIDS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD oate3-JI·()'g By LJqtmatJ.by Jjf- IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Cover-All Building Systems TBS2 70' ASCE 7-02 Structural Evaluation 20' Frame Spacing fEB 0 6 ZOOS May 2007 Table of Contents Evaluation Summary .................................................................................. - Table of Contents ............................................................................................................ ! Part I Introduction ..................................................................................................... 2 Part 2A Elastic Section and Material Properties ............................................................ 3 Part 2B Equivalent Inelastic Section and Material Properties ........................................ 3 Part 3 Loading Calculations ....................................................................................... 4 Part 3.1 General Load Cases and Combinations ................................................. S Part 3.2 Part 3.3 ASCE 7-02 Gable Roof Snow Loads .................................................... 6 ASCE 7-02 Wind Loads ....................................................................... 7 Part 4 Structural Analysis and Results ........................................................................ 8 Part 4.1 R2 I T2 Truss Capacity ....................................................................... I 0 Part 4.2 Part 4.3 PaJ14.4 Part 4.5 Part 4.6 S2 I W2 I G2 Truss Capacity .............................................................. I I Maximum Axial and Bending Forces .................................................. l2 Base Reactions Summary ................................................................... 13 Truss Leg Calculations ....................................................................... 14 Endwall & Tension Anchor Calculations ............................................ I 6 Part 4.7 Bracing and Connection Calculations ................................................. 17 Appendix A-Drawings ........................................................................... .. Appendix B-STAAD.Pro Output ................................................................ . Table of Contents TBS2 ASCE 7-02 I Part 2A Elastic Section and Material Properties Steel: Description Size Yield V2 Leg Outer Chords 3. O"x3. O"x0.083" 50 ksi V2 Leg Inner Chords 3.0"x3.0"x0.1 20" 50 ksi R2/T2 Truss Outer Chords 3.0"x3.0"x0.1 20" 50 ksi R2/T2 Truss Inner Chords 3.0"x3.0"x0.1 20" 50 ksi R2/T2 Truss Diagonals <l>J.66"x0.083" 55 ksi S2!W2/G2 Truss Outer Chords 3 .O"x3. O"x0.083" 50 ksi S2!W2/G2 Truss Inner Chords 3. O"x3 .O"x0.083" 50 ksi S2!W2/G2 Truss Diagonals <l>J.66"x0.083" 55 ksi King Pins <l> 1.90"x0.095" 55 ksi The trusses have a typical center-to-center depth of 32" Fabric~ Duraweave -240 pli strip tensile -modulus (EA) ofJJOO pounds (per inch of width) Part 2B Equivalent Inelastic Section and Material Properties The following sections and material properties shall be used to assess the trusses ultimate load carrying capacity. Equivalent W -sections are selected for inelastic truss models based on the stiffuess-Jx-calculated for each truss section in Parts 4.1 & 4.2. Steel: Description V2 Leg Inner Column R2/T2 Truss Section S2!W2/G2 Truss Section Section W 14x68* W 14x68 W 18x35 Mpx 74.7 in-k 2280.2 in-k 1627.7 in-k Mpy 74.7 in-k 213.8 in-k 152.6 in-k *W-section used only to estimate V -Leg stilfuess for equivalent section model. Leg strength is checked separately in Part 4.5 Part 2 TBS2 ASCE 7-02 Per 57.6 k 3 Part 3.1 General Load Cases and Combinations Part 3 Basic Load Cases as follows: l. 2. 3. 4. 5. 6. 7. Case DL CL LL SL USL WLPer WLPar Description Dead Load Collateral Load (combined with Live and Snow Loads) Live Load Snow Load Unbalanced Snow Load Wind Load Perpendicular to the Ridge Wind Load Parallel the Ridge Load Combinations Analyzed for Strength Design: (Refer to ASCE 7-02 Section 2) 8. 1.2*(DL+CL) + J.6*LL 9. 1.2*(DL+CL) + J.6*SL 10. 1.2*(DL+CL) + J.6*USL 11. 0.9*DL + 1.6*WL Per 12. 0.9*DL + J.6*WL Par Load Combinations Analyzed for Inelastic Design: (Refer to AISC ASD Chapter N) 13. I .7*(DL+CL) +I .7*LL 14. 1.7*(DL+CL) + 1.7*SL 15. 1.7*(DL+CL) + 1.7*USL 16. 1.3*DL + 1.3*WL Per I 7. 1.3*DL + I .3*WL Par TBS2 ASCE 7-02 5 Part 3.3 ASCE 7-02 Wind Loads (ASCE 7·02 S~eti<>n 6.5) Basic Wind Svccd. V 123.5 mob Exposure Category C -Fully Exposed Building Category n-Standard Mean Roof Height h Width,W 70ft Length, L 100ft Roof Angle, q 30 ° Bav Soacine. 20 ft Building Enclosure I-Fully Enclosed (Ct-1 .0 End Zone Width, 2a 14 ft Win!l L~all,¢~¢ffii'liwts • V clocity Exposure Coefficient, K, 0.95 Topographic Factor,~ 1.00 Directionality Factor, 1<.1 0.85 lmportance Factore, I 1.00 All 0.00 0.00 0.0 Wind Pressure, q 3 1.6 psf D B Part 3 TBS2 ASCE 7-02 7 Part 4 2. Secondary Elements, Bracing, and Connections Endwall, fabric, bracing and connection design calculations are given in the following section. Where applicable the calculations are designed as per ASCE 7-02 requirements 3. Graphical Results and Output The graphical results involving the structure loading and internal axial forces are available in Appendix A-Drawings. The complete listing of FEA results is available in Appendix B-STAAD.Pro Output. TBS2 ASCE 7-02 9 Part 4.2 S2/ W2 I G2 Truss Capacity INPUT . --~ ~units: inches, kip Size GA Shape Keeder Keeder Tvoe OU11'UT~ Ax lx ly Keeder Ax Keeder Centroid Composite Ax 3 14 Sq y VJ 0.97 L87 1.40 0.64 0.44 Ll9 COM~OSIT)!:'£RUSS .• i.••• PLASTJC PROPi!iil¥1> Zpx 34.48 Zpy 3.23 Mpx (in-k) 1627.65 Mpy (in-k) 152.59 h (in4 ) 512.86 Part 4 Size GA Shape Keedcr KcederType 3 14 Sq N Ax 0.97 Jx 1.37 ly 1.37 Keeder Ax 0.00 Keeder Centroid 0.00 Composite Ax 0.97 . ··. Chord Spacing Neglect Webs ·.· TRUSS :'·.·.·,./:~;,_:. yl y2 Q Centroid Yl Y2 TBS2 ASCE 7-02 32 Outer Chord Yield 50 y Inner Chord Yield 50 Keeder Yield 36 Keeder E 10,000 Chord E 29,500 ; 1\IA TI:Ill.¢ i·S){\'3} >i• 16.44 TC Composite Yield 44.41 16.00 TC Composite "E" 25,916 4.01 BC Composite Yield 50.00 2.07 BC Composite "E" 29,500 13.93 Composite Sum Yield 47.21 -18.D7 Comnosite Sum "E" 27,526 II Part 4.4 Base Reactions Summary Dead -0.28 0.81 0.00 0.00 0.00 0.00 "' Collateral · -0.08 0.16 0.00 0.00 0.00 0.00 ?h Live 8 Balanced Snow -9.07 19.35 0.00 0.00 0.00 0.00 -9.98 19.39 0.00 0.00 0.00 0.00 16 Unbalanced Snow 3~w~in~d~P~e~rp~e~nd7.i~cu~la-r------------r-~~-r--~~-+~~~r-~~,_~~~~~ -4.04 11.88 0.00 0.00 0.00 0.00 -10.44 -2.72 0.00 0.00 0.00 0.00 Wind Parallel 1.61 ."14:94 .c16:40 ; 'dl.~t) Base A Base B "'1-----"'=----+----=-----+----7-----+ c: 01-~~--+---~--+---~---~ 1---"'=---+----=---+---7::---- ~~----;~--+---~--+---..;-;.----+ (51---;v;----+---'-c---+---=----+ Part 4 ~1!L4.5 -10.56 0.00 ; 32;13 .. o,oo· 32 . .19 0.00 . 20,17 0.00 _.;.•_ c3.p2 o:oo "··c1.(3.1.7< . o.oo TBS2 ASCE 7-02 0.00 0.00 0.00 0.00 ·,o:oo•. •o.oo· 0.00 o,oo ; 0,00 .·· 0.00 0.00" ·. 9.oo 0.00 O . .OQ. ().00 0.00 p,oo /(WO• 13 Determine Mm Mmub:~ [107-(~}Frl·Mp 3160·Jksi Determine Cm From Analysis Nl ;7>0:;J3klp·in "_-,._,,,, .--._.,_._ . -smaller factored moment -larger factored moment Mu ~ 0.880 kip· in Mm 65.86 in· kip AISC Section H1 -Frames sidesway inhibited Cm ~ 0.438 -maximum factored compressive force H(DL+GL) +1.7SL [ Cm·Mu Pu l [ Cm·Mu Pu1 Check! :~ ( ) + -Checkz :~ ( ) + -Pu P cr. pi Pu Py I--M 1--·M p m p m e e Pu Check4 :~­ Pe Colcheck :~ i~Check1 ~ 1.05 A Checkz ~ 105 A Check3 ~ 105 A Check4 ~ 1.05,"Leg Column Okay 1","Leg Column NG'") Col check ~ "Leg Column Okay'" Part 4 TBS2 ASCE 7-02 15 m Part 4.7 Bracing Calculations Bay:= 20ft -bayspacing Unbraced Bays: Standard Pur/ins Calculate Maximum Purlin Load: Pv2ic.ASD = 30.5 kips -maximum compressive capacity of 3nx3h 11GA R2 truss inner chord (ASD E2) p max:= O.OI·Pv2ic.ASD -1% of maximum design compressive capacity of 3nx3n 11GA R2 truss inner chorc(LRFD C3-5) P max = 0.305 kips n:= 8 -max number of adjacent unbraced bays T maxS := (n -1 )· P max * -maximum tension that will be on a standard pur/in if (n-1) unbraced bays fail T maxS = 2.135 kips Purlin Capacities (ASD 01 ): <D2.875"-14GA Straight TcapS := [vlooku{B~y ,PurlincapS•2)kips[ T capS = 6.53 kips TmaxS ____ ,_ = 0.327 TcapS Ch k ... 'flT > T "Ok I" "NG'") ec Unb.purlin .-J.\ capS-maxS' ay. ' · Braced Bays: Braced Pur/ins Calculate Maximum Braced Bay Purlin Load Due to Wind (Parallel): Pmax := 3.93kip~ -unfactored load from Parr 4 Tension Anchor calculator P maxB := P max -design load Purlin Capacities (ASD E2): ~>4" -12GA Straight p capB := p capB.ASD P capB = 7.001 kips p maxB 0 5 --= .61 PcapB Cb k ·-·fip > p "Ok '" "NG'") ec Br.purlin .-1·\ capB -maxB' ay · ' · ICheckunb.purlin = "Okay'" ICheckBr.purlin = "Okay!" Part 4 TBS2 ASCE 7-02 17 Simplified Empiracally Adjusted Fabric Sag as a Function of Load -20' o.c. Only: Given: w := 1 ,2 .. 65 4o,-------------~----------------~~--------------, 37.33 34.67 32 29.33 26.67 24 472&11.33 4.7859·w· 18.67 16 !3.33 10.67 8 5.33 2.67 O L0~3-.5_7_1_Q-.5--14_1_7_-5_2_1--2-4-.5-2_8_3_1-.5 35 38.5 42 45.5 49 52.5 56 59.5 63 66.5 70 Calculate Maximum Compressive Force in Purlins Based on Load: Xpurlin End Support Purlin Capacities (ASD E2): 3"x3" 12GA Straight PcapE := PcapE.ASD P capE= 4.964 kips Calculate Live Load to Purlin for Snow Loads: Given: Srtoffi :::= · i~j2_ft_:'. -nominal max purlin spacing between 3 adjacent roof pur/ins . I Tnbmax := 2 Snom * -ASCE 7-02 Table 4-2 ( 15·ft ) a I := 0.25 + JKLL·TribArea * Ctrnin := 0.4 Part 4 TBS2 ASCE 7-02 "purlin := Bay Ypurlin := 32•in a= 0.496 -tributary reduction 19 * Pu = 4.121 kips -design load P capE = 4.964 kips pu --=0.83 PcapE CbeckEsp.WL := i~P capE ;o, Pu, "Purlin Okay!", "Purlin NG'") ICheckEsp.WL -"Purlin Okay!" Calculate Strength of Outer Chord for Maximum Load (ASD F3): T u = 523.854 plf -design load Tribmax = 11.6 ft Mmax = 35.245 kips-in Mzx := 52.98-!0ps-in -maximum bending moment capacity of Tx3H 14GA Chord Parl 4 Mcap := 0.6-Mzx -design bending moment capacity -it ~Purlin NGr re-check through iterative process on following pages. Mmax --= 1.109 CbeckM := i~Mcap" Mmax' "Chord Section Okay'", "Chord Section NG'") Mcap ICheckM = "Chord Section NG!" Cross Cables -if "Chord Section NGr re-check through iterative process on following pages. Calculate Strength of Cross Cable for Maximum Load: -unfactored load from Part 4 Tension Anchor Calculator: -5116" cable assembly is manufactured to meet a minimum 9.8 kips breaking strength. Load and Reduction Factors for Steel Cables (ASCE 19-96): f!.w := 2.0 $f := 0.95 -design strength Ch "~ --·fis > -T "Ok , .. "NG'") ec."Cables --1'\ d-uw max• ay. ' · Part 4 TBS2 ASCE 7-02 jCheckcables-"Okay!" 21 Third Iteration: w = 34.961 psf L := 20ft -<'>max 2 selo2 := 2 · -2-2 ~ [ ~ ~ 2 2] w ·L w w 4.·T2 + w ·L . r/·L+ 4.-ln 0.5· :;;·L+ 0.5\-r/ - 0.125· -----'----!~ ~ [( 4] J 0.0065-T2 ·Lchord . . 6 max3 := + 1 2·Tnbmax(Purstffnss + D 13 stffnss) E·ly.TC selo2 = 21.404 ft Fourth Iteration: w = 34.961 psf selo3 = 21.404 ft Fifth Iteration: w = 34.961 psf selo4 = 21.394 ft Part 4 L := 20ft-"'max3 L:= 20ft -"'max4 TBS2 ASCE 7-02 <'>max 3 = 11.978 in "'max4 = 11.441 in <'>max 5 = 11.63 in 23 Part 4.7 Connection Calculations Truss Chord Coupler 4) lli1/2" X 4" HEX BOLT W/ 2 WASHERS -OUTER CHORD Calculate the Capacity of Bolt in Bearing and Tearout per AISI Specifications: Given: The Nominal strength of a bolted connection shall be determined as follows: Load,ype := "Trans" IJ := 0.083in t2 := 0.083in -load type determined as Longitudinal nLong~ or Transverse ~Trans" -thickness of base metal -thickness of other attached part tmin = 0.083 in lrype := "DSis" Wash:= "Y" -type of joint-"DSis",OSos, "SS" (Double Shear Inside Sheer, Double Shear Outside Sheet, Single Shear -washered connection-"Y", "N" (Yes for 2 washers, No for one or none) Holctype := "S" <It,:= 0:5in -hole type-"S", "OS", "SS", "LS" (Standard, Oversize, and Short or Long Slotted) dh := db + .063 in Nb:= 4 -diameter of bolt under consideration -diameter of hole -number of bolts in group dh = 0.563 in ed ,;., 3.?5 :dt, eh:b ~:5;i~ Fu :"'_6olisi Fsy .:~,~~~i -edge distance in line of force center hole to nearest edge -hole or end of connected parl. -center to center hole spacing -tensile strength of base metal -specified yield strength of base metal Fratio := Fu + Fsy -tensile to yield ratio F ratio = 1.200 Calculate Minimum Hole Spacing, Edge Distance and Maximum Hole Dimension (ASD J3.7): ed.min := 1.5dJ, if Holctype = "S" 1.5<4, -.5( di,.max -.5-dh.stand) otherwise eh.min := 3·db if Holerype = _"S" 0.5(dh.max-.5·%.stand) + 1.5-ed.min otherwise dh.max ::= 0.563 in -maximum width of hole ed.rnin ::= 0.75 in -minimum edge distance Ih.max = 0.563 in -maximum Length of Short or Long Slotted Hole eh.rnin ::= 1 5 in -minimum Hole Spacing Part 4 TBS2 ASCE 7-02 25 Calculate Nominal Strength of Bolt for Tension, Shear: ~Ol.t!JPe := "A325" :Jhl~~dsexCJ := "N'i -bolt type-~A307", "A325", "A490" -threads excluded "Y", "N" (Yes or No) Fnt := viookup{Boltcype.Fn, I) if d!J <.Sin A Boitcype= "A307" ·ksi viookup{Boltcype.Fnx, I) if d!J;, .Sin A Bolttype = "A307" viookup{Boltcype.Fn, I) if Threadsexcl = "N" viookup{Bolttype.Fnx, I) otherwise Fnv:= viookup{Bolttype•Fn,2) if db< .Sin A Bolttype = "A307" ksi vlookup{Boltcype,Fnx,2) if d!J;, .Sin A Boltcype = "A307" viookup{Boitcype,Fn,2) if Threadsexci = "N" viookup{ Boltcype. Fnx, 2) otherwise Safety Factors for Bolt Tension, Shear (ASD Part 4:Table 1·B & 1-D): flrb := 2.os flvb := 2.29 Calculate Connection Capacity Axial Tension: ConnTASD := min 2·NbPn.V +fly j2 Pn.T .,__nT if Pn.T + flr < F0 ·An + 1.67 i 2F0 ·An 7 1.67 if Pn.T + flr > F0 ·An + 1.67 2·NbPn.B + fls 2·NbPnv + flVb ConnT.Piastic := l.7·ConnT.ASD ConnT.Piastic = 42.021 kips Membr.Plastic := 1.7·Ax·Fsy + 1.67 Membr.Piastic = 49.292 kips Calculate Connection Capacity Axial Compression: (( 2·NbPn.V +fly]] ConnC.ASD := min 2·NbPn.B + flB 2·NbPnv + flVb ConnC.ASD = 29.88 kips Membc.ASD := Ax·fsy + 1.8 ConnC.Piastic := l.7·ConnC.ASD Membc.Piastic := l.7·Ax·fsy+ 1.8 ConnC.Piastic = 50.796 kips Membc.Piastic = 45.732 kips Part 4 TBS2 ASCE 7-02 2 Ab := .25 n ·cit, -nominal area of bolt Fnt = 90 ksi -nominal tensile strength of bolt Pnt := Ab·Fnt Pnt = 17.671 kips Fnv = 48 ksi -nominal shear strength of bolt Pnv := Ab·Fnv Pnv = 9.425 kips ConnT.ASD = 24.718 kips Membr.ASD := A,·fsy + 1.67 Membr.ASD = 28.995 kips Membc.ASD = 26.901 kips -connection is adequate to develop the attached member fn yield. 27 Calculate Strength of Tab for Shear Rupture due to attached Brace Cable (ASD J4·1 & J4-2): Find net areas in shear and tension: ( ]]) . Ant tab :~ 1.0 --·m·ttab . 32 Anv.tab :~ Ant.tab Find gross areas in shear and tension: Aguab :~ ( 1.0 -~~ }n·ttab Agv.tab :~ Agt.tab Anuab ~ 0.246 in 2 Anv.tab ~ 0.246 in 2 Agt.tab ~ 0.246 in 2 Agv.tab ~ 0.246 in 2 -ASD safety factors for shear rupture: Tabshear ~ 12.802 kips Hnet tension area -net shear area -gross tension area ..gross shear area T max.cble ---· ~ 0.458 Tabshear Checktab.shear := i~Tabshear 2:: T max.cble• "Okay!", "NG!") Chec~ables .·· i "NG'" if Checkbolt.capv.tab ~ "Okay 1" 1 "NG!" if Checktab.brng -:F "Okay!" Part 4 "NG!" if Checktab.shear ot. "Okay!" I "Cables Okay'" otherwise !Checkcables = "Cables Okay'" TBS2 ASCE 7·02 IChecktab.shear -"Okay!" 29 HSS Windpost Connections Design Windpost Connections for a Load of: Vw;nilp,jsr:~3;0-kips YMax := Vwindpost Bottom Connection: }i\i;~~X!~??ksi Ji~;:,;.;s~i~v:!l;ik$i t ;= 0.25-in . II Lc := 1.0-m---m 32 Le := I.Oin -unfactored reaction from Windpost Calculator -tab tensile strength -tab yield strength -tab thickness -distance between hole edge and tab edge -distance between hole center and tab edge BA.SE 1\NGLE 2) ¢5/8" A307 BOLTS PER ANGLE OR 1'5 SPECiflED BY FOUNDATION ENGINEER Calculate Strength of Anchor Bolts in Shear (ASD Part 4:Table 1-D): db.wpb := 0.625in -bolt diameter Boltcapv.wpb := 4(Boltoapv.wpb.ASD) -for 4) ¢518~ A307 bolls in single shear Bollcapv.wpb = 12.272 kips FRONT VIE.W VMax ----= 0.244 Bollcapv.wpb Checkbolt.capv.wpb := i« Bollcapv.wpb ~ VMax, "Okay", "NG") \Checkbolt.capv.wpb = "Okay" Calculate Strength of Base Angle in Bearing (ASD J3-3): n 8 := 2.0 -ASD safety factor for bearing Awpb.brng := t·db.wpb -projected bearing area WPBbmg = 32.500 kips YMax ---= 0.092 WPBbmg CheckWPB.bmg := i«WPBbmg <: VMax,"Okay!","NG!") Part 4 TBS2 ASCE 7-02 \CheckWPB.bmg = "Okay!" \ 31 V-Leg I Base Plate Connection Given: Le.Jug := 1.25·in Le.fin := 1.25·in !Jug:= 2·.375in lfin := 0.375·in 1(=" 4in-2·db fu.b := 65ksi Fy.b.:= 44ksi db.sp := 0.625in N 0 := 4 -distance between hole center and tab edge -distance between hole center and tab edge -distance between hole edge and tab edge -thickness of lug plates (2 plates) -thickness of fin -net tension length -tensile strength of lug plate and fin assembly -yield strength of lug plate and fin assembly -bolt diameter -two bolts in double shear From STAAD Analysis: LEG TRUSS 2) 05/8" X 2" HEX BOLT BASEPLATE V x:x := 1 0.34·kips Vyy.lllax :>= 20.3-Hips Yyyup:,;, 9.75·kips -unfactored maximum base reactions r 2 2 Ysrss := \ Yxx + Yyy.max V srss = 22.84 kips Calculate Strength of Shear Pin (ASD Part 4:Table 1-D): Boltcapv.sp := No·(Boltcapv.sp.ASD) -nominal shear strength for grade 51A325 boll threads excluded from shear plane Boltcapv.sp = 29.452 kips V srss --··-= 0.775 Boltcapv.sp Checkpin := i«Boltcapv.sp2 V 5,83 ,"0kay'","NG'") Calculate Strength of Lug and Fin Plates in Bearing (ASD J3-3): DB:= 2.0 -ASD safety factor for bearing Platecap.brng := 2·min Platecap.brng = 30.4 7 kips Y srss ----=0.749 Platecap.brng Part 4 ~considering both lug plates with 2 bolt holes per plate Check1ug.fin.bearing :::::: i~Platecap.bmg;?: V srss, "Okay", "NO") TBS2 ASCE 7-02 \Checkpin = "Okay!" \CheckJug.fin.bearing = "Okay" 33 Appendix A -Drawings Appendix A TBS2 ASCE 7-98 OCT"''l A" SASf o.. Hxr-o· NICHOR tiOl[ t~ PlJJt ~ 7/8" 6 l/~· \ J/4" t ~---.fi~ 'L ____ i_t_l L ,- \0 l/2" G )l/2" ~ --, J_____£0 u-T ll ~U II l/S TT" -t:"'=IL-J.~ '-I___J "' @ SASE (L \OCI'-0" RELEASED 0(SCR!Pf!ON fD "' s;e·----- 88 04 MAY 07 Hl-1 fD "' ' fD E07 H2- H -2 --_____ F1..:~------~ ' ----------~~---------~ ~ _______ F1..:~------ ·o· fD £0\ i -H"-8"------t-- Sjff DEALER CuSlOMER PROJECT PROJECT 10: ORDER 10: ·o· 'J~!;nf-~~<tfuiCoi~~O~~~M~F !NC. ANY REPRODUCTION tN l'l'MOL£ OR lN PART W\TtiOUT TH£ EXPRESSED WR•ITEN CONSENT OF COI/ER-M..L 8UJL0!NC SYSTEMS INC. IS PROHIBITED. OAT£: BREY 04 MAY 07 CHECK 0 SY OAT!:· SCAt£: N.I.S. PH: t-306-557-21!88 fAX: 1-306-657-27\7 TlTlf: 52-70-END GR!D Dead Loading Diagram (DL) Collateral Loading Diagram (CL) Unbalanced Snow Loading Diagram (USL) Perpendicular Wind Loading Diagram (WL Per) Axial Force Results: l.2(DL+CL)+ l.6SL Axial Force Results: 1.2(DL+CL)+1.6USL Bending Moment Results l.7(DL+CL)+J.7LL Bending Moment Results l.7(DL+CL)+l.7SL Bending Moment Results 1.3DL+1.3WL Par Thursday, May 17, 2007, 08:01AM PAGE NO. 1 **************************************************** * * * * * * * * * STAAD.Pro Version 2006 Bld 1002.US Proprietary Program of Research Engineers, Intl. Date= MAY 17, 2007 Time"" 8:: 1:24 USER ID: Coverall Building Systems Inc * * • • * * * * * **************************************************** 1 . STAAD PLANE INPUT FILE: TBS2-70v3A.STD 2. START JOB INFORMATION 3. ENGINEER DATE 16-NOV-06 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT INCHES KIP 7. JOINT COORDINATES 8. 1 317.377 255.928 0; 2 317.377 360.923 0; 3 318.546 409.873 0 9. 4 334.503 456.546 0; 5 366.944 493.701 0; 6 402.96 515.844 0 10. 7 463.23 550.641 0; 8 523.283 585.313 0; 9 583.553 620.11 0 11. 10 643.606 654.782 0; 11 686.637 678.276 0; 12 735.035 687.793 0 12. 13 783.433 678.276 0; 14 826.464 654.782 0; 15 886.517 620.11 0 13. 16 946.787 585.313 0; 17 1006.84 550.641 0; 18 1067.11 515.844 0 14. 19 1103.13 493.701 0; 20 1135.57 456.546 0; 21 1151.52 409.873 0 15. 22 1152.69 360.923 0; 23 11S2.69 25S.928 0; 24 1120.84 342.539 0 16. 25 1120.69 360.923 0· 26 1120.66 378.787 0; 27 1112 421.531 0 17. 28 1093.46 453.647 0; 29 1060.61 482.609 0; 30 1051.11 488.132 0 18. 31 1020.4 505.86 0; 32 961.276 539.997 0; 33 930.787 557.6 0 19. 34 900.081 575.328 0; 35 840.953 609.466 0; 36 810.464 627.069 0 20. 37 794.92 635.999 0; 38 753.577 649.879 0; 39 735.035 651.261 0 21. 40 716.493 649.879 0; 41 675.15 635.999 0; 42 659.606 627.069 0 22. 43 629.117 609.466 0; 44 569.989 575.328 0; 45 539.283 557.6 0 23. 46 508.794 539.997 0; 47 449.666 505.86 0; 48 418.96 488.132 0 24. 49 409.463 482.609 0; so 376.608 453.647 0; 51 358.066 421.531 0 25. 52 349.415 378.787 0; 53 349.377 360.923 0; 54 349.229 342.539 0 26. MEMBER INCIDENCES 27. 1001 2 1; 1002 22 23; 2001 54 1; 2002 53 54; 2003 24 23; 2004 25 24; 3001 2 3 28. 3002 3 4; 3003 4 5; 3004 5 6; 3005 22 21; 3006 21 20; 3007 20 19; 3008 19 18 29. 4001 53 52; 4002 52 51; 4003 51 SO; 4004 SO 49; 4005 49 48; 4006 25 26 30. 4007 26 27; 4008 27 28; 4009 28 29; 4010 29 30; 5001 51 4; 5002 4 50 31. 5003 50 5; 5004 5 49; 5005 49 6; 5006 51 3; 5007 3 52; 5008 52 2; 5009 27 20 32. 5010 20 28; 5011 28 19; 5012 19 29; 5013 29 18; 5014 27 21; 5015 21 26 33. 5016 26 22; 6001 6 7; 6002 7 8; 6003 8 9; 6004 9 10; 6005 18 17; 6006 17 16 34. 6007 16 15; 6008 15 14; 7001 48 47; 7002 47 46; 7003 46 45; 7004 45 44 35. 7005 44 43; 7006 43 42; 7007 30 31; 7008 31 32; 7009 32 33; 7010 33 34 36. 7011 34 35; 7012 35 36; 8001 6 47; 8002 8 46; 8003 46 7; 8004 7 47; 8005 8 44 37. 8006 10 43; 8007 43 9; 8008 9 44; 8009 18 31; 8010 16 32; 8011 32 17 38. 8012 17 31; 8013 16 34; 8014 14 35; 8015 35 15; 8016 15 34; 9001 12 11 39. 9002 11 10; 9003 12 13; 9004 13 14; 10001 42 41; 10002 41 40; 10003 40 39 40. 10004 36 37; 10005 37 38; 10006 38 39; 11001 10 41; 11002 41 11; 11003 11 40 E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TBS2 70'\Fully Enclosed\TRUSS\TBS2-70v3A.anl Page 1 of 18 STAAD PLANE 97. 3001 TO 3008 6001 TO 6008 9001 TO 9004 UN! PY ~556 98. LOAD 4 SNOW 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. MEMBER LOAD 9001 9003 UNI py -840.6 9002 9004 UNI py -584 . 2 6001 TO 6008 UNI py -569.9 3004 3008 UNI py -555.7 3003 3007 UNI py -299.2 LOAD 5 UNB SNOW MEMBER LOAD 9003 TRAP PY 0 -29.1 9004 TRAP py -29.1 -58.1 6008 TRAP py -87.2 -58.1 6007 TRAP py -116.3 -87.2 6006 TRAP py -145.3 -116.3 6005 TRAP py -96.9 -145.3 3008 TRAP PY -48.4 -96.9 3007 TRAP py 0 -48 .4 116. 9001 TRAP PY 0 ~161.5 117. 9002 TRAP PY ~161.5 -322.9 118. 6004 TRAP PY -484.4 -322.9 119. 6003 TRAP PY -645.9 -484.4 120. 6002 TRAP PY -807.4 -645.9 121. 6001 TRAP PY ~538.2 -807.4 122. 3004 TRAP PY -269.1 -538.2 123. 3003 TRAP PY 0 -269. 124. LOAD 6 WIND PERP 125. MEMBER LOAD 126. 3001 3002 UNI Y -353.4 127. 1001 UN! Y 353.4 128. 3003 3004 6001 TO 6004 9001 9002 UNI Y -132.5 129. 3007 3008 6005 TO 6008 9003 9004 UNI Y 271.4 130. 1002 3005 3006 UNI Y 233.5 131. LOAD 7 WIND PAR 132. MEMBER LOAD 133. 3001 3002 UNI Y 284 134. 1001 UNI Y -284 135. 3003 3004 6001 TO 6004 9001 9002 UNI Y 334.5 136. 3007 3008 6005 TO 6008 9003 9004 UNI Y 271.4 137. 1002 3005 3006 UNI Y 284 138. *ASCE LOAD FACTORS 139. LOAD COMB 8 1.2(DL+CL)+1.6LL 140. 1 1.2 2 1.2 3 1.6 141. LOAD COMB 9 1.2{DL+CL)+1.6SL 142. 1 1.2 2 1.2 4 1.6 143. LOAD COMB 10 1.2(DL+CL}+l.6USL 144. 1 1.2 2 1.2 5 1.6 145. LOAD COMB 11 0.9DL+1.6PERPW 146. 1 0.9 6 1.6 147. LOAD COMB 12 0.9DL+1.6PARW 148. 1 0.9 7 1.6 149. *ASD PLASTIC DESIGN FACTORS 150. LOAD COMB 13 1.7(DL+CL)+1.7LL 151. 1 1.7 2 1.7 3 1.7 152. LOAD COMB 14 1.2(DL+CL)+1.7SL PAGE NO. E:\Analysis\Standard Building Packages\TBS2\ASCE 7-9B\TBS2 70'\Fully Thursday, May 17, 2007, 08:01 AM 3 TRUSS\TBS2-70v3A.anl Page 3 of 18 Thursday, May 17, 2007, 08:01AM ------------------- STAAD PLANE --PAGE NO. 5 SUPPORT REACTIONS -UNIT KIP INCH STRUCTURE TYPE PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM<M: MOM-Y MOM z 1 1 0.28 0.81 0.00 0.00 0.00 0.00 2 0.08 0.16 0.00 0.00 0.00 0.00 3 9. 07 19.35 0.00 0.00 0.00 0.00 4 9.98 19.39 o.oo 0.00 0.00 0.00 5 4.04 11.88 0.00 0.00 0.00 0.00 6 -10.44 -2.72 0.00 0.00 0.00 0.00 7 -0.39 -10.56 0.00 0.00 0.00 0.00 23 1 -0.28 0.81 0.00 0.00 0.00 0.00 2 -0.08 0.16 0.00 0.00 0.00 0.00 3 -9.07 19.35 0.00 0.00 0 .00 0.00 4 -9.98 19.39 0.00 0.00 0.00 0.00 5 -4.04 5.40 0.00 0.00 0.00 0.00 6 -7.15 -1.75 0.00 0.00 0.00 0.00 7 1. 61 -10.47 0.00 0.00 0.00 0. 00 ************** END OF LATEST ANALYSIS RESULT ************** 176. LOAD LIST 8 TO 12 177. PRINT MAXFORCE ENVELOPE NSECTION 6 ALL E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TBS2 70'\Fully Enclosed\TRUSS\TBS2-7Dv3A.anl Page 5 of 18 STAAD PLANE MIN 3004 MAX MIN 3005 MAX MIN 3006 MAX MIN 3007 MAX MIN 3008 MAX MIN 4001 MAX MIN 4002 MAX MIN 4003 MAX MIN 4004 MAX MIN 4005 MAX MIN 4 006 MAX -1.18 0.00 0.00 49.32 1.09 42.28 0.00 0.00 -1.50 42.28 0.00 42.28 0.33 48.96 0.00 0.00 -1.52 0.00 0.00 48.96 1.10 49.32 0.00 0. 00 -0.76 0.00 0.00 49.32 0.83 49.32 0.00 -0.99 0.00 0.00 0.00 49.32 0.91 42.28 0.00 0.00 -1.50 42.28 0.00 42.28 0.20 0.00 0.00 0.00 ~0.35 17.86 0.00 17.86 0.05 0.00 0.00 0.00 ~0.07 43.61 0.00 43.61 0-03 0.00 0.00 0.00 -0.02 37.08 0.00 37.08 0.10 0.00 0.00 0.00 -0.05 43.80 0.00 43.80 0.10 0.00 0.00 0.00 -0.02 10.99 0.00 10.99 0.36 17.86 0.00 0.00 12 12 12 8 9 12 12 8 12 12 12 8 12 12 11 8 12 12 12 8 9 12 12 8 9 12 12 8 9 l2 8 8 12 12 10 8 12 12 11 8 12 12 9 8 -11.64 0.00 0.00 49.32 23.71 42.28 0.00 0.00 -13.63 42.28 0.00 42.28 5.42 48.96 0.00 0.00 -32.24 0.00 0.00 48.96 10.01 49.32 0.00 0-00 -11.51 49.32 0.00 49.32 10.01 0.00 -11.51 0.00 0.00 0.00 0.00 49.32 23.72 42.28 0.00 0.00 -12.84 42.28 0.00 42.28 6.57 17.86 0.00 0.00 -6.97 17.86 0.00 17.86 9.55 43.61 0.00 0.00 -6.97 0.00 0.00 43.61 9.55 0.00 0.00 0.00 -6.75 37.08 0.00 37.08 8.95 0.00 0.00 0. 00 -8.22 43.80 0.00 43.80 5.52 0.00 0.00 0.00 -9.33 10.99 0.00 10.99 1.14 17.86 0.00 0.00 12 12 9 8 12 12 8 8 12 12 8 8 12 12 8 8 12 12 9 8 12 12 9 8 11 12 9 8 11 12 9 8 11 12 9 8 11 12 9 8 11 12 12 8 PAGE NO. 40.98 T 49.32 64.72 c 0. 00 28.79 T 42.28 1.38 c 0.00 40.21 T 48.96 7.63 c 0.00 47.01 T 49.32 8.38 c 0.00 53.14 T 49.32 4.16 c 0.00 60.64 T 42.28 53.63 c 0.00 46.85 T 17.86 6 7. 87 c 0. 00 53.95 T 43.61 71.82 c 0.00 60.17 T 37.08 63.69 c 0. 00 64.81 T 43.80 50.66 c 0.00 71.64 T 10.99 53.63 c 0-00 Thursday, May 17, 2007, 08:01AM 7 9 11 9 12 11 12 11 12 11 12 11 9 11 9 11 9 11 9 11 9 11 9 E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TBS2 70'\Fully Enclosed\TRUSS\TBS2-70v3A.anl Page 7 of 18 STAAD PLANE MIN 5008 MAX MIN 5009 MAX MIN 5010 MAX MIN 5011 MAX MIN 5012 MAX MIN 5013 MAX MIN 5014 MAX MIN 5015 MAX MIN 5016 MAX MIN 6001 MAX MIN 6002 MAX 0.00 43.81 0.00 43.81 0.00 0.00 0.00 0.00 0.00 36.68 0.00 36.68 0.00 0.00 0.00 0.00 0.00 42.21 0.00 42.21 0.00 0.00 0.00 0.00 0.00 42.21 0.00 42.21 0.00 0.00 0.00 0.00 0.00 41.20 0.00 41.20 0.00 0.00 0.00 0.00 0.00 43.94 0.00 43.94 0.00 0.00 0.00 0.00 0.00 33.86 0.00 33.86 0.00 0.00 0.00 0.00 0.00 41.20 0.00 41.20 0.00 0.00 0.00 0. 00 0.00 43.80 0.00 43.80 0.00 0.00 0.00 0.00 0.00 36.67 0.00 36.67 2.07 0.00 0.00 0.00 -2.64 69.59 0.00 69.59 2.70 0.00 0.00 0.00 10 12 8 8 10 12 8 8 10 12 8 8 10 12 8 8 10 12 8 8 10 12 8 8 10 12 8 8 10 12 8 8 10 12 8 8 10 12 10 8 10 12 10 8 0.00 43.81 0.00 43.81 0.00 0.00 0.00 0.00 0.00 36.68 0.00 36.68 0.00 0.00 0.00 0.00 0.00 42.21 0.00 42.21 0.00 0.00 0.00 0.00 0.00 42.21 0.00 42.21 0.00 0.00 0.00 0.00 0.00 41.20 0.00 41.20 0.00 0.00 0.00 0.00 0.00 43.94 0.00 43.94 0.00 0.00 0.00 0.00 0.00 33.86 0.00 33.86 0.00 0.00 0.00 0.00 0.00 41.20 0.00 41.20 0.00 0.00 0.00 0.00 0.00 43.80 0.00 43.80 0.00 0.00 0.00 0.00 0.00 36.67 0.00 36.67 28.30 69.59 0.00 0.00 -17.07 69.59 0.00 69.59 28.30 0.00 0.00 0.00 12 12 8 8 12 12 8 8 12 12 8 8 12 12 8 8 12 12 B 8 12 12 8 8 12 12 8 8 12 12 8 8 12 12 8 8 12 12 10 8 12 12 10 8 --PAGE NO. 5.09 T 0.00 19.06 c 36.68 12.07 T 0.00 10.91 c 0.00 1.97 T 42.21 16.59 c 42.21 3.75 T 0.00 20.05 c 0.00 5.95 T 41.20 15.42 c 43.94 7.82 T 0.00 18.99 c 0.00 6.77 T 33.86 16.95 c 41.20 7. 32 T 0-00 5.01 c 43.80 5.08 T 0.00 19.09 c 36.67 8.66 T 0.00 60.59 c 0.00 16.42 T 69.59 53.18 c 0.00 Thursday, May 17, 2007, 08:01 AM 9 9 9 11 9 12 11 12 9 12 11 9 9 12 9 12 12 9 9 12 11 12 11 E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TB$2 70'\Fully Enclosed\TRUSS\TBS2-70v3A.anl Page 9 of 18 STAAD PLANE MIN 7006 MAX MIN 7007 MAX MIN 7008 MAX MIN 7009 MAX MIN 7010 MAX MIN 7011 MAX MIN 7012 MAX MIN 8001 MAX MIN 8002 MAX MIN 8003 MAX MIN 8004 MAX -0.04 0.00 0.08 0.00 0.00 0.00 0.16 0.00 -0.07 0.00 0.03 0.00 -0.03 0.00 0.06 68.28 68.28 0. 00 0.00 35.21 35.21 0.00 0. 00 35.46 35.46 0.00 0.00 68.27 68.27 0.00 0.00 0.00 0.00 35.21 0.00 35.21 0.03 0.00 0.00 0.00 -0.02 35.46 0.00 35.46 0.04 0.00 0.00 0.00 -0.03 68.28 0.00 68.28 0.09 0.00 0.00 0.00 -0.04 35.21 0.00 35.21 0.00 0.00 0.00 0.00 0.00 47.76 0.00 47.76 0.00 0.00 0.00 0.00 0.00 47.58 0.00 47.58 0.00 0.00 0.00 0.00 0.00 46.79 0.00 46.79 0.00 0.00 0.00 0.00 10 12 12 8 10 12 9 8 12 12 9 8 10 12 9 8 12 12 9 8 10 12 11 8 8 12 12 B 11 12 8 8 10 12 8 8 10 12 8 8 10 12 8 8 -4. 30 0.00 1.71 0.00 -4.04 0.00 8. 64 0.00 -1.75 0.00 6.11 0.00 -0.62 0.00 6.11 0.00 -1.62 0.00 5.45 0.00 -2.15 0. 00 68.28 0.00 0. 00 35.21 35.21 0. 00 0. 00 0. 00 35.46 68.27 0. 00 34.14 68.27 0. 00 0. 00 35.21 35.21 0.00 0. 00 35.46 0.00 35.46 5.18 0.00 0.00 0.00 -2.66 34.14 0.00 68.28 4.30 35.21 0.00 0.00 -3.79 35.21 0.00 35.21 0.00 0.00 0. 00 0.00 0.00 47.76 0.00 47.76 0.00 0.00 0.00 0.00 0.00 47.58 0.00 47.58 0.00 0.00 0.00 0.00 0.00 46.79 0.00 46.79 0.00 0.00 0.00 0.00 11 12 12 8 11 12 11 8 12 12 11 8 8 12 11 8 9 12 11 8 9 12 11 8 9 12 11 8 9 12 8 8 12 12 B 8 12 12 8 8 12 12 8 8 Thursday, May 17, 2007, 08:01AM --PAGE NO. 11 45.19 T 68.28 11 6.45 T 0.00 12 30.64 T 35.21 11 63.92 c 0 '00 I1 18.99 T 35.46 12 64. 02 c 0. 00 11 9. 86 T 68.27 12 58.43 c 0.00 11 6.10 T 35.21 12 58.42 c 0.00 11 6.11 T 35.46 12 47.65 c 0.00 11 12.50 T 68.28 9 31.38 c 0.00 1] 15.74 T 35.21 9 6.37 c 47.76 12 20.38 T 0.00 9 14.31 c 47.58 9 6.15 T 0.00 11 6. 05 c 0. 00 11 14.20 T 46.79 9 20.11 c 46.79 9 B: \Analysis\Standard Building Packages\TBS2\ASCE 7-98\TBS2 70' \Fully Enclosed\TRUSS\TBS2-70v3A.anl Page 11 of 18 MIN 8016 MAX MIN 9001 MAX MIN 9002 MAX MIN 9003 MAX MIN 9004 MAX MIN 10001 MAX MIN 10002 MAX MIN 10003 MAX MIN 10004 MAX MIN 10005 MAX MIN 10006 MAX 0.00 46.79 0.00 46.79 0.00 0.00 0.00 0.00 0.00 46.79 0.00 46.79 2.87 0.00 0.00 0.00 -2.49 49.32 0.00 49.32 1.47 0.00 0.00 0.00 -1.51 49.03 0.00 49.03 2.87 0.00 0.00 0.00 -2.49 49.32 0.00 49.32 1.47 0.00 0.00 0.00 -1.51 49.03 0.00 49.03 0.05 0.00 -0.05 0.00 0.01 0.00 0.00 0.00 17.93 17.93 0.00 0.00 -0.18 43.61 0.00 43.61 1. 52 0.00 -0.27 0.00 0.05 0.00 -0.03 0.00 0.00 18.59 18.59 0.00 0.00 17.93 0.00 17.93 0.06 0.00 0.00 0.00 -0.19 43.61 0.00 43.61 1.49 0.00 0.00 0.00 10 12 8 8 10 12 9 8 9 12 9 8 8 12 9 8 9 12 9 8 8 12 12 8 10 12 10 8 9 12 12 B 10 12 12 8 8 12 11 8 12 12 12 8 0.00 46.79 o.oo 46.79 o.oo 0.00 0.00 0.00 0.00 46.79 0.00 46.79 23.64 0.00 0. 00 0.00 -14.10 24.66 0.00 49.32 15.59 49.03 0.00 0.00 -14.54 49.03 0.00 49.03 23.64 0.00 0.00 0.00 ~14.10 24.66 0.00 49.32 15.59 49.03 0.00 0.00 -12.64 49.03 0.00 49.03 -0.80 0.00 -4.04 0.00 s .4 3 0.00 -3.56 0. 00 0.00 0.00 17.93 43.61 0.00 0.00 0.00 43.61 5.43 0.00 -22.65 0.00 4. 30 0. 00 -3.79 0.00 0.00 18.59 18.59 0.00 0.00 0.00 0.00 17.93 5.03 43.61 0.00 0.00 -3.56 0.00 0.00 43.61 5.03 0.00 0.00 0.00 12 12 8 8 12 12 9 8 9 12 8 8 12 12 9 8 9 12 8 8 12 12 12 8 11 12 12 8 9 12 12 8 12 12 11 8 9 12 12 B 9 12 12 8 Thursday, May 17, 2007, 08:01AM ---------- --PAGE NO. 13 10.94 T 46.79 11 8.25 c 46.79 9 0.99 c 0.00 12 29.99 c 49.32 9 2.03 c 0.00 12 33.75 c 49.03 9 5.13 T 0.00 12 29.99 c 49.32 9 7. 98 T 0. 00 11 33.75 c 49.03 9 23.26 T 0.00 11 6. 46 T 0.00 12 30.65 T 17.93 11 3.88 T 0.00 10 16.24 T 43.61 11 3. 34 c o.oo 10 20.05 T 18.59 12 31.37 c 0.00 11 15.75 T 17.93 9 14.61 c 0.00 11 19.47 T 43.61 12 3. 35 c 0.00 10 E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TB$2 70'\Fully Enclosed\TRUSS\TBS2-70v3A.anl Page 13 of 18 Thursday, May 17' 20071 08' 01 AM -------------------- STAAD PLANE --PAGE NO. 15 MIN 0, 00 36.77 IO 0.00 36.77 12 0 ,00 36.77 12 0.00 36.77 12 18.54 T 36.77 9 12004 MAX o.oo 0.00 8 0.00 0.00 8 0.00 0.00 8 0.00 0.00 8 0.14 c 0 ,00 9 MIN 0.00 32.00 10 0.00 32.00 12 0.00 32.00 12 0.00 32.00 12 0. 83 T 32, 00 12 ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** 178. LOAD LIST 13 TO 17 179. PRINT MAX FORCES LIST 2001 TO 2004 E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TB$2 70'\Fully Enclosed\TRUSS\TBS2-70v3A.anl Page 15 of 18 Thursday, May 17, 2007, 08:01AM ----------------STAAD PLANE PAGE NO. 17 ************************************************************ For questions on STAAD.Pro, please contact • • Research Engineers Offices at the following locations • Telephone Email • • USA: +1 (714)974-2500 support®reiusa.com • CANADA +1 {905)632-4771 detech@odandetech.com • • CANADA +1 (604)629 6087 staad@dowco.com • • UK +44(1454)207-000 support@reel.co.uk • FRANCE +33(0)1 64551084 support@reel.co.uk • • GERMANY +49/931/40468-71 info®reig.de • NORWAY +47 67 57 21 30 staad®edr.no • • SINGAPORE +65 6225-6015/16 support@reiasia.net • • INDIA +91(033)2357-3575 support@calcutta.reiusa.com * • JAPAN +81(03)5952-6500 eng-eye@crc.co.jp CHINA +86(411)363-1983 support@reiasia.net • • THAILAND +66(0)2645-1018/19 support@thai.reiusa.com • • North America support®reiusa.com • Europe support@reel.co.uk • Asia support®reiasia.net • ************************************************************ E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TBS2 70'\Fully Enclosed\TRUSS\TBS2-70v3A.anl Page 17 of 18 Thursday, May 17, 2007, 08:02AM --- PAGE NO. 1 • • • STAAD.Pro • • Version 2006 Bld 1002.US • • Proprietary Program of • • Research Engineers, Intl. • • Date= MAY 8, 2007 • • Time= 14:46:53 • • • • USER ID: Coverall Building Systems Inc • **************************************************** 1. STAAD PLANE TBS2 60' -FRAME ANALYSIS INPUT FILE: TBS2 70' -Frame.STD 2. START JOB INFORMATION 3. ENGINEER DATE 25-JUL-05 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT INCHES KIP 7. JOINT COORDINATES 8. 1 -66701 29233.5 0; 2 -66685 29328.5 0; 3 -66679.4 29371 0 9. 4 -66662.9 29410.6 0; 5 -66636.9 29444.5 0; 6 -66603 29470.6 0 10. 7 -66481.7 29540.6 0; 8 -66360.5 29610.6 0; 9 -66320.9 29627 0 11. 10 -66278.5 29632.5 0; 11 -66236 29627 0; 12 -66196.5 29610.6 0 12. 13 -66075.2 29540.6 0; 14 -65954 29470.6 0; 15 -65920 29444.5 0 13. 16 -65894 29410.5 0; 17 -65877.6 29371 0; 18 -65872 29328.5 0 14. 19 -65856 29233.5 0 15. MEMBER INCIDENCES 16. 101 1 2; 102 19 18; 201 2 3; 202 3 4; zo3 4 s; 201 s 6; zos 11 IS; 206 16 n 17. 207 15 16; 208 14 15; 301 14 13; 302 12 13; 303 6 7; 304 7 8; 401 8 9 18. 402 9 10; 403 10 11; 404 11 12 19. DEFINE MATERIAL START 20. ISOTROPIC STEEL 21. E 29000 22. POISSON 0.3 23. DENSITY 0.000283 24. ALPHA 6.5E~006 25. DAMP 0.03 26. END DEFINE MATERIAL 27. CONSTANTS 28. MATERIAL STEEL ALL 29. MEMBER PROPERTY AMERICAN 30. 201 TO 208 401 TO 404 TABLE ST W14X68 31. 301 TO 304 TABLE ST W18X35 32. 101 102 TABLE ST W14X68 3 3 . SUPPORTS 34. 1 19 PINNED 35. 36. UNIT FEET POUND LOAD 1 LOADTYPE MEMBER LOAD NONE 201 TO 208 301 TO 304 LOAD 2 LOADTYPE NONE MEMBER LOAD TITLE DEAD LOAD 401 TO 404 UNI PY -24.6 TITLE COLLATERAL LOAD E:\Analysis\Standard Building Packages\TBS2\ASCE 7-98\TBS2 70'\Fully 70' -Frame. anl Page 1 of 7 TBS2 60' · FRAME ANALYSIS 97. 1 1.3 6 1.3 98. LOAD COMB 17 1.3DL+1.3PAR 99. 1 1.3 7 1.3 100. PERFORM ANALYSIS P R 0 B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = ORIGINAL/FINAL BAND-WIDTH= 1/ 1/ 19/ 6 DOF 18/ TOTAL PRIMARY LOAD CASES SIZE OF STIFFNESS MATRIX REQRD/AVAIL. DISK SPACE 7, TOTAL DEGREES OF FREEDOM 1 DOUBLE KILO-WORDS 12.0/ 19?13.4 MB 101. UNIT INCHES KIP 102. LOAD LIST 13 TO 17 103. PRINT MAXFORCE ENVELOPE NSECTION 12 ALL Thursday, May 17, 2007, 08:02AM -------- PAGE NO. 3 2 53 E:\Analysis\Standard Building Packages\TBS2\ASCB 7-98\TBS2 70'\Fully Enc1osed\FRAME\TBS2 70' -Frame.anl Page 3 of 7 TBS2 60' MIN 208 MAX MIN 301 MAX MIN 302 MAX MIN 303 MAX MIN 304 MAX MIN 401 MAX MIN 402 MAX MIN 403 MAX MIN 404 MAX MIN FRAME ANALYSIS ·6.62 42.80 0.00 42.80 4.28 0.00 ~14.14 0.00 16.05 0.00 42.86 0.00 42.86 42.86 0.00 0.00 ~4.38 0.00 0.00 139.96 7.43 0.00 0.00 0.00 -7.15 140.05 0.00 140.05 16.07 0.00 ~ 3. 94 0.00 0.00 0.00 0.00 140.05 7.13 0.00 0.00 0.00 -2.73 139.96 0.00 139.96 8.05 0.00 -3.35 0.00 9.27 0.00 -2.39 0.00 8.76 0.00 -2.95 0.00 8.66 0.00 -5.03 0.00 42.86 0.00 42.86 42.86 42.75 0.00 42.75 42.75 0.00 0.00 0.00 42.85 0.00 0.00 0.00 42.77 15 17 17 13 14 17 14 13 17 17 15 13 14 17 14 13 17 17 14 13 13 17 16 13 13 17 16 13 14 17 16 13 17 17 15 13 17 17 -1546.15 0.00 0.00 42.80 1801.31 0.00 -1553.63 0.00 1243.06 0.00 42.86 0.00 10.72 42.86 0' 00 0.00 -1552.44 0.00 0.00 139.96 364.41 140.05 0.00 0.00 -1262.57 140.05 0.00 140.05 1488.43 35.01 0.00 0.00 -387.44 140.05 0.00 140.05 1343.85 0.00 0.00 0.00 -780.73 116.64 0.00 139.96 681.4 5 0.00 -762.00 0.00 36L17 0.00 -759.27 0.00 -10.73 0.00 -759.23 0.00 -27.95 0.00 -762.00 0.00 0.00 0.00 10. 72 42.86 0.00 0.00 21.38 42.75 0.00 0.00 21.43 42.85 42.77 0.00 32.08 42.77 16 17 14 13 16 17 14 13 16 17 17 13 16 17 16 13 13 17 16 13 14 17 16 13 14 17 16 13 14 17 16 13 14 17 17 13 14 17 --PAGE NO. 12.96 T 0.00 34.27 c 42.86 12.33 T 0.00 30.72 c 0.00 12.02 T 139.96 25.57 c 140.05 12.18 T 0.00 30.72 c 0.00 13.03 T 140.05 25.57 c 0.00 13.19 'I' 139.96 20.48 c 0.00 13.61 T 42.86 19.09 c 0.00 13.97 T 42.75 19.09 c 42.85 13.67 T 0.00 20.48 c 42.77 12.79 T 0.00 ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** 104. FINISH Thursday, May 17, 2007, 08:02AM 5 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 E: \Analysis\Standard Building Packages\ TBS2\ASCE 7-98\ TBS2 70' \Fully Enclosed\FRAME\ TBS2 70' -Frame. anl Page 5 of 7 Thursday, May 17, 2007, 08:02AM TBS2 60' -FRAME ANALYSIS ~-PAGE NO. 7 Information about the key files in the current distribution Modification Date CRC Size (Bytes) File Name 07/18/2006 Ox3881 13000704 SProStaad.exe 07/18/2006 Ox100 05738496 SProStaadStl.exe 09/19/2003 OX2fc0 00081970 CMesh.dll 05/31/2006 Ox3c0 02486272 dbSectionlnterface.dll 01/24/2001 Ox9b40 00073728 LoadGen.dll 09/25/2003 Ox6340 00704512 MeshEngine.dll 09/22/2003 OxceOO 00069632 QuadPlateEngine.dll 12/23/2005 Ox4181 00094208 SurfMesh.dll 01/03/2006 Ox81c1 00493568 aiscsections.mdb 06/13/2006 Oxd4c1 01204224 AISCSectionsRCeco.mdb 01/05/2005 Ox79cl 00319488 aiscsections_all editions.mdb 01/05/2005 Ox4b81 01810432 aiscsteeljoists.mdb 01/05/2005 Oxcac1 03651584 aitctimbersections.mdb 01/27/2005 Oxeb01 00552960 aluminumsections.mdb 01/05/2005 Oxcd01 00163840 australiansections.mdb 01/05/2005 Ox6a41 00229376 britishsections.mdb 07/08/2005 Ox9d41 00434176 bscoldformedsections.mdb 06/28/2005 Ox8201 00327680 butlercoldformedsections.mdb 01/05/2005 OxabcO 00262144 canadiansections.mdb 05/31/2005 Ox9e81 00450560 canadiantimbersections.mdb 06/09/2006 Oxlf81 00774144 ChineseSections.mdb 01/05/2005 Oxd6c0 00600064 dutchsections.mdb 01/05/2005 Ox1a00 00354304 europeansections.mdb 01/05/2005 Oxd301 00202752 frenchsections.mdb 01/05/2005 Ox11c1 00233472 germansections.mdb 01/05/2005 Ox3c40 00264192 indiansections.mdb 01/05/2005 oxd540 00180224 iscoldformedsections .mdb 03/23/2006 Oxa080 00200704 japanesesections.mdb 11/09/2005 Ox9081 00376832 Kingspancoldformedsections.mdb 01/05/2005 Oxb740 00174080 koreansections.mdb 02/03/2005 OxdaOO 00096256 lysaghtcoldformedsections.mdb 02/07/2005 Ox9a00 00243712 mexicansteeltables.mdb 06/13/2006 Ox3501 00421888 RCecoColdFormedSections.mdb 02/03/2005 Ox9b40 00307200 russiansections.mdb 01/05/2005 Ox9081 00206848 southafricansections.mdb 01/06/2005 OX9341 00194560 spanishsections.mdb 01/04/2006 Ox8680 00223232 uscoldformedsections.mdb 01/05/2005 Oxbaco 00149504 usersectionstemplate.mdb 01/20/2006 Ox8e40 00159744 venezuelansections.mdb E:\Analysis\St:andard Building Packages\TBS2\ASCE 7-98\TBS2 70'\Fully Enclosed\FRAME\TBS2 70'-Frame.anlPage 7 of 7 SPECIFICATIONS FOR THE CONSTRUCTION OF THE GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT SAND SHED RIFl-E, COLORADO October 24, 2007 FORBIDDING SOPRIS ARCHITECTURE David Lloyd Koenck, AlA, PC 1579 Gateway Road Snowmass, Colorado 81654 970-927-3313 Book 2 of 2 (See Owner's front end for Book 1) PROJECT DIRECTORY ******************************************************************************************** PROJECT TEAM: OWNER REPRESENATIVE: Tim Arnett-Contract Administrator 108 81h Street, Suite 200, Glenwood Springs, Colorado 81601 Ph: (970) 384-5012 Fax: (970) 384-5008 e-mail: tarnett@garfield-county.com ARCHITECT: Sopris Architecture David Lloyd Koenck AlA, PC 1579 Gateway Road, Snowmass, Colorado 81654 Ph: (970) 927-3313 Fax: (970) 927-0507 E-mail: soparch@sopris.net Web Site: soprisarchitecture.net President: David Lloyd Koenck AlA, NCARB, ICC STRUCTURAL ENGINEERS: Glenwood Structural and Civil, Inc. 2425 South Grand Ave. Suite 102 Glenwood Springs, Colorado 81601 Ph: (970) 928-0135 Fax: (970) 928-9804 E-mail: gsc@sopris.net Principal: Adolfo Gorra, P.E. CIVIL ENGINEERS: Boundaries Unlimited 823 Blake Ave., Suite 102 Glenwood Springs, Colorado 81601 Ph: (970) 945-5252 Fax: (970) 384-2833 Cell: (970) 618-7035 E-mail: deric@bu-inc.com Attn: Deric Walter SECTION 00100-ADDITIONAL INSTRUCTIONS TO BIDDERS (See Garfield County Front End and Instructions to Bidders for additional Information) (Note that the Garfield County Instructions to Bidders shall govern if they conflict with these "Additional Instructions to Bidders") 1. RECEIPT AND OPENING OF BIDS: (See Garfield County Front End and Instructions to Bidders for additional Information) 2. PREPARATION OF BID: Bidders are required to use the bid forms contained herein. Bidders will be provided additional copies of bid forms for submitting proposals. All blank spaces must be filled in with ink or typewriter; prices shall be in both words and figures, the written words shall govern. The bids shall not be modified or conditioned in any manner. If the bid is sent by mail; use registered mail. Enclose the sealed bid in the mailing envelope. 3. ALTERNATES: The bidder is required to bid on all alternates listed in the bid form. The amount of each alternate shall represent the true value of the part of the work covered by that alternate. Bid amount shall include any residual work to be done in lieu of the alternate as defined. 4. SIGNATURES: If the bidder is doing business as a Corporation, the bid shall be signed by an officer, i.e. President or Vice President. The signature of the officer signing shall be attested to by the Secretary and properly sealed. If the bidder is an individual or partnership, the bid shall so indicate and be properly signed and witnessed. 5. METHOD OF AWARD: The Owner, as best serves his interests, may select the lowest base bid, lowest combination of base bid and any alternates, or bid other than the low bid as he chooses. 6. WITHDRAWAL OF BIDS: (See Garfield County Front End and Instructions to Bidders for additional Information) 7. TIME OF COMPLETION: (See Garfield County Front End and Instructions to Bidders for additional Information) 8. CONDITIONS OF WORK: Each bidder must inform himself fully of the conditions relating to the construction of the Project and the employment of labor thereon. Failure to do so will not relieve a contractor of his obligation to furnish all material and labor necessary to carry out the provisions of his contract. Insofar as possible, The Contractor, in carrying out his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. Contractors are specifically advised to examine the existing sand shed site directly affected by the construction and as outlined in the Civil Drawings. All adjacent and onsite utilities must remain fully operational during the construction of the Garfield County Road and Bridge Sand Shed. Access to the adjacent facilities and the adjacent county road must remain open at all times. Coordination to keep this access open shall be the responsibility of the General Contractor. The contractors are required to visit the site and decide for themselves the actual conditions that will be encountered. 9. OBLIGATION OF BIDDER: By submitting a bid each bidder represents that he has inspected the site, familiarized himself with local conditions under which the work is to be performed, and has read and is thoroughly familiar with the Contract Documents including all Addenda. The failure of omission of any bidder to examine any form, instrument or document shall in no way relieve any bidder from any obligation in respect to his bid. 10. APPLICABLE LAWS AND REGULATIONS: The bidder's attention is called to the fact that all Work under this Contract shall comply with the provisions of all federal, state and local laws, GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 1 of 12 building codes, ordinances and regulations which might in any manner affect the work to be done or those to be employed in or about the work. 11. TAXES: The Garfield County Road and Bridge Sand Shed qualifies as a "Tax Exempt Entity" under the provisions of H.B. 1451. The Contractor shall obtain the required exemption certificates from the Colorado Department of Revenue, and shall purchase all materials tax free for this work. This applies to State taxes only. This project is also exempt from the Garfield County Tax. (See County Front End for Clarification) 11. INTERPRETATIONS: No interpretation of the meaning of the Contract Documents will be made to any bidder orally. Every request for such interpretation should be in writing addressed to the Project Architect. Interpretations will be issued by written addenda only. Oral comments made by the Architect or Owner's Representative during bidding are non-binding unless documented by written addendum. 12. REVIEW OF EQUIPMENT AND MATERIAL: Where items of equipment and/or materials are specifically identified by a manufacturer's name, model or catalog number, the following shall apply for all such items furnished under this contract: --Only such specified items may be used in the base bid unless specific written prior approval is given as noted below. 13. SUBSTITUTION OF MATERIALS BEFORE AWARD OF CONTRACT: Substitution of equipment and materials of makes or types other than those specified and/or those that have been given written acceptance prior to bidding will not be considered. Substitution requests must be submitted to the Architect in writing 7 days prior to bid opening. Approvals will be issued by Addendum only issued by the Architect. 14. ADDENDA: Any and all interpretations, supplemental instructions, and approvals of "equal" materials shall be by Addendum which will be mailed to all prospective bidders. Failure of any bidder to receive any such Addendum shall not relieve such bidder from any obligation under his bid as submitted. Addenda shall become part of the Contract Documents. 15. SUBCONTRACTORS: All bidders are advised that any person, firm or other party to whom it is proposed to award a subcontract under this Contract must be acceptable to the Owner. 16. POWER OF ATTORNEY: Attorneys-in-fact who sign bid bonds of contract bonds must file with each bond a certified and effectively dated copy of their power of attorney. 17. SUB-SURFACE SOIL DATA: Foundations have been designed using the values outlined in the "General" section as noted on the Structural Drawings. A Geotechnical Engineer shall be consulted by the Owner or authorized Agent to witness the excavated conditions or conduct testing prior to construction in order to verify the anticipated values and prepare recommendations. The Contractor shall notify a representative of the Geotechnical Engineer upon initial excavation and prior to setting forms in order to field witness the excavated conditions. If findings differ from the originally anticipated conditions and/or design modifications are required, the Engineer shall be promptly notified in order that any revisions may be made prior to proceeding with construction. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 2 of 12 SECTION 00300-PROPOSAL FORM TO: GARFIELD COUNTY COMMISSIONERS PROJECT: GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Pursuant to a request by the Garfield County Commissioners, the undersigned bidder, having examined the Contract Documents, including the site(s) of the proposed work and being familiar with conditions surrounding the construction of the proposed Project, including the availability of materials and labor, hereby proposes to furnish all labor, materials, supplies, services, and supervision required to perform the work for the project identified above and listed below and as detailed in the Contract Documents for the sum of: Description of Work included here: (Write in Work included in bid) Description: (Fill in total Dollar amount for entire project. Round off to nearest dollar.) Project Total: (without Alternates) _Dollars ($ ____ _ Circle Add or Deduct as applicable on each alternate to base bid below: (Additional proposed Contractor Alternates may be attached to the back of this sheet. Note Add/Deduct.) Alternates #1: Add/Deduct. _____________________ ,Dollars ($ ) Alternates # 2: Add/Deduct, _____________________ Dollars ($ ) Sub-Contractor's Alternates: Add/Deduct~ ___________________ Dollars ($ ) Sub-Contractor's GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 3 of 12 Alternates: Add/Deductc_ ___________________ ,Dollars ($ ) The bidder hereby certifies that the only person or parties interested in this bid are those names herein and that no other bidder or prospective bidder has been given any information concerning this bid. The bidder agrees that this bid shall be good and may not be withdrawn for a period of ninety calendar days after the actual date of the opening thereof. If this proposal is accepted, the bidder agrees to execute and deliver the Agreement to the Owner within ten days of the Notice of Award. Bidder understands that The General Contractor has reserved the right to reject any or all bids, accept other than the low bid or to waive any informalities in the bidding. Dated this day of (Seal) ATTEST Secretary Witness BIDDER Title By Title Address GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 4 of 12 SECTION 00810-AMENDMENTS (Note that the Garfield County Amendment shall govern if they conflict with these "Amendments") ADDITIONAL DEFINITIONS Supplement as follows: Where the following words and expressions are used in the Contract Documents, it is understood that they have the meaning defined below: Owner- Architect- Garfield County Board of Commissioners Glenwood Springs, Colorado Sopris Architecture Contractor -The person, partnership, joint venture, or corporation to whom the Contract for the work is awarded. Only one ( 1) Contractor is recognized as a party to a Contract, and where the term "Contractor" is used, the Contractor or holding the Contract with the Owner is referred to. For convenience, the Specification has been divided into separate work; and where Subcontractors are referred to as Contractor, it has been for convenience only. Work -Everything to be used, performed, installed, furnished, supplied or done by the Contractor under the provisions of the Contract, including but not limited to, all materials, plant, equipment, tools, skill and labor of every kind: all incidentals necessary of convenient to the successful completion of the project; and the carrying out of all duties and obligations imposed upon the Contractor by the Contract. Project -The structure or structures to be constructed including all usual appropriate and attendant facilities shown on, described in or mentioned in the Contract Documents. Specifications: The Standard General Conditions, the Amendments, the Supplementary Conditions and all technical sections and provisions of the Contract Documents including the Owner's/County Front End. General Conditions: The General Conditions shall consist of the AlA Standard General Conditions, the Amendments to the AlA General Conditions, and the Supplementary General Conditions. See Garfield Front End Information. "as directed", "as permitted", "as required": Or words of like effect -mean that the direction, permission or requirements of the Architect is intended. "approved", "acceptable", "satisfactory": Or words of like import-mean approved by, acceptable to, or satisfactory to the Architect. "necessary", "suitable", "equal" : Or words of like import-mean necessary, suitable, or equal in the opinion of the Architect. EXECUTION, CORRELATION, AND INTENT INTERPRETATIONS Supplement as follows: The Contract Documents are complementary and what is called for by one shall be as binding as if called for by all. The intention of the Documents is to Include all materials, plant, equipment, tools, skill and labor of every kind necessary for the proper execution of the work. Materials, equipment or GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 5 of 12 work described in words which have a well-known technical, or trade meaning, shall be interpreted as having such meaning in connection with the Contract. The Contract Documents contemplate a finished piece of work of such character and quality as is reasonably inferable from them. The Contractor acknowledges that his proposal for the work includes sufficient money allowance to make his work complete and operational and in compliance with good practice and he agrees that inadvertent discrepancies or omissions or the failure to show details or to repeat on any plan the figures or notes given on another shall not be the cause for additional charges or claims. In case of a discrepancy between the plans and the specifications or in case of a discrepancy between small-scale and large-scale plans, the most expensive way of doing the work and the better quality or quantity of material shall govern. Where detailed information is lacking or if drawings and/or specifications disagree in themselves or with each other, either in quality or quantity of work to be required, Contractor, before proceeding with work, shall refer matter to Architect who will furnish information or a decision with reasonable promptness. No change from the Contract Documents shall be made without Contractor having first received permission from Architect in writing to make such change. These specifications are of the abbreviated type and include incomplete sentences. Omission of words or phrases such as "The Contractor shall", "shall be", etc. are intentional. Omitted words or phrases shall be supplied by inference in the same manner as they are when a "note" occurs on the drawings. Where "as shown", "as indicated", "as detailed", or words of similar import are used, it shall be understood that reference to the drawings accompanying the specifications is made unless otherwise stated. All reference to known standard specifications shall mean and are intended to be the latest editions of such specifications in effect at the time of awarding contract. All dimensions on plans indicate rough construction with no allowance for finish of any kind, except dimensions of details which are to be finished work. ARCHITECT WILL NOT BE RESPONSIBLE FOR THE SCALING OF DRAWINGS. TAXES See Garfield County Front End CLEANING UP Supplement as follows: In addition to removal of rubbish and leaving the building rack/broom clean, the Contractor shall clean and remove labels from all fabric; replace any torn fabric; remove stains, spots, marks, and dirt from decorated work; clean hardware; remove paint spots and smears from all surfaces and clean all fixtures and equipment. Contractor shall leave the building clean and ready for Owner's use. As soon as practicable after the completion of work and issuance of the final certificate by the Architect, the Contractor shall remove from the Owner's premises all construction equipment, surplus materials, and supplies and the like belonging to him or his Subcontractors. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 6 of 12 CHANGE ORDERS The allowed percentage mark-ups for profit and overhead on change orders determined thru an itemized accounting of the cost of the work are as follows: For work performed by a sub-contractor, the subcontractor may include a total percentage mark-up on labor and material costs of 15% for profit and overhead; the General Contractor may then include a mark-up of 5% on the total subcontractor cost. For work performed by the General Contractor, a total mark-up of 15% on the cost of the work may be applied by the General Contractor in calculating the total cost. Or as outlined in the Owner's/County Front End which ever is more restrictive. DELAYS AND EXTENSION OF TIME Supplement as follows: If the Contractor shall claim to have sustained any damage to reason of delays, extraordinary or otherwise, or hindrances which he claims to be due to any action, omission, direction or order by the Owner or the Architect, the Contractor shall be entitled only to an extension of time as hereinabove provided and shall not have or assert any claims or prosecute any suit, action, cause of action or proceeding against the Owner based upon such delays or hindrances. PROGRESS PAYMENTS Delete paragraph 9.6.1 and substitute the following: After the Architect has issued a Certificate for Payment, the Owner will make partial payments to the Contractor for work performed during the preceding calendar month on Application for Payment certified by the Contractor and Owner's Representative. The Owner will retain ten (10) percent of the amount certified in each application until completion and acceptance of all work covered by this Contract; except that the Owner at any time after fifty (50) percent of the Work has been completed, if he finds that satisfactory progress is being made, may make any of the remaining payments in full. The G C shall provide notarized or sworn lien releases from all sub-contractors and suppliers with each month's application for payment. Failure to provide all such lien releases shall be grounds for not approving any future payments. Or as outlined in the Owner's/County Front End which ever is more restrictive. FINAL COMPLETION AND FINAL PAYMENT Upon completion of the Work, notice of acceptance shall be issued by the Architect to the Contractor establishing the completion date of the project and the start of the guarantee periods. After notice of acceptance is given, notice of final payment shall be published giving date of final payment. On the date of final settlement thus advertised and after the Contractor has submitted to the Owner; 1) an affidavit that all payrolls, bills for material and equipment, and any other indebtedness connected with the work for which the Owner might in any way be responsible, have been paid or otherwise satisfied; 2) consent of Surety to final payment; 3) Other data as may be required by the Owner establishing payment or satisfaction of all obligations arising out of the Contract to the extent and in such forrn as may be designated by the Owner, final payment shall be made. Or as outlined in the Owner's/County Front End which ever is more restrictive. Colorado statutes do not provide for any right of lien against public buildings. In lieu thereof Colorado law provides adequate relief for any claimant having furnished labor, materials, or GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 7 of 12 services toward construction of the particular public work in that final payment may not be made to a Contractor until all such creditors have been put on notice by publication in the public press of such pending payment and given opportunity to stop payment to the Contractor in the amount of such claim. If any unpaid claim for labor, materials, supplies or equipment is filed before payment in full of all sums due the Contractor, the Owner shall withhold from the Contractor sufficient funds to insure the payment of such claim, until the same shall have been paid or withdrawn, such payment or withdrawal to be evidenced by filing a receipt in full or an order for withdrawal signed by the claimant of his duly authorized agent. However, as provided by statute, such funds shall not be withheld longer than 90 days following the date fixed for final settlement, unless an action at Jaw shall be commenced within that time to enforce such unpaid claim and a notice of such action at Jaw shall have been filed with the Owner. At the expiration of the 90 day period, the Owner shall release to the Contractor all monies as are not subject to such action at law. Or as outlined in the Owner's/County Front End which ever is more restrictive. PROTECTION OF PERSONS AND PROPERTY Supplement as follows: (1) Protect existing trees and shrubs from damage; provide guards, covering; repair or replace damaged work without extra cost to the Owner. (2) Protect streets, paved areas, sidewalks, structures and underground utilities; make necessary repairs, if damaged, without extra cost to Owner. (3) Water Protection: Provide constant protection against rain water, spring water, ground water, backing up of drains or sewer, other water; provide pumps, equipment enclosures to provide this protection. (4) Weather Protection: Protect all work and materials against damage by the elements of weather at all times; repair, replace, and make good any portion of work and materials which, in the opinion of the Architect, may have been so damaged. (5) Damage: Remove work damaged by failure to provide protection; replace with new work without extra cost to Owner. (6) Fire Protection during construction: a. Free access shall be maintained at all times to all portable extinguishers. b. Signs designating the location of fire extinguisher equipment shall be conspicuously displayed. c. The use of stoves, salamanders, tar pots, etc., inside the building is prohibited, except with written approval of the Architect. This approval shall also direct the method of use and additional precautions to be taken. d. Gas or electric space heaters, steam heat or Underwriters' Laboratories labeled oil heaters are permissible. e. No part of a building where forms are in place shall be used for the storage of inflammable materials of any kind. f. It is important that any accumulations of rubbish, debris, waste lumber or other inflammable be removed promptly from the premises. If such removal is unavoidably delayed, the hazard may be reduced by frequently and thoroughly wetting down. Disposal of materials by burning on or near the premises shall not be permitted. Combustible waste and rubbish shall be removed at least daily. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 8 of 12 g. Particular attention is directed to the immediate disposal of inflammable materials used in packing, such as excelsior, sawdust, wood shavings, straw, etc., and empty paint containers. h. Where electric or gas welding or cutting work is done above or within ten feet (10') of combustible material or above space that may be occupied by persons, interposed shields of incombustible material shall be used to protect against fire damage of injury due to sparks and hot metal. i. Tanks supplying gases for gas welding or cutting shall be placed at not greater distance from the work than is necessary for safety, securely fastened and maintained in an upright position where practicable. Such tanks, when stored for use, shall be remote from any combustible material and free from exposure to the rays of the sun or too high temperature. j. Suitable fire extinguishing equipment shall be maintained near all welding and cutting operations. k. Paints, varnishes, volatile oils, etc., shall be stored in a roorn having good ventilation containing no other materials and conveniently located for frequent inspection. I. Gasoline and other flammable and volatile liquids having low flash point and ignition temperatures shall not be stored or handled in the building except in Underwriters' Laboratories approved portable tank wagon or safety cans. Reserve storage in barrels shall be in yard away from the structure and kept under lock and key. m. The preparation of inflammable compounds inside the building is prohibited due to the serious explosion and fire hazard inherently involved in the mixing process. n. Cut-back compounds used in connection with the installation of asphalt tile, where the tile is laid over concrete floors on the ground, are high inflammable. The fire hazard is intensified by the common practice of the use of blow torches for softening tiles. This work shall be done with extreme care, and if heat is used on the tile, consideration shall be given to the use of a heating medium which does not make use of an open flame, such as the infrared lamp. Some asphaltic adhesive ordinarily used for laying asphalt tile on floors above grade may not be considered dangerous from a fire standpoint, but it is not suitable for floors where there may be moisture or dampness present. Checking asphalt tile installations before the materials are used on the job shall indicate whether the adhesives are hazardous in order that proper precautions may be taken when necessary. o. Materials or equipment needed in a building operation, if stored within the building, shall be so placed that they will not load any part of the construction in excess of the weights for which it was designed, not interfere with the safe prosecution of the work. (7) Damage to other work: Damage to other work caused by a sub-contractor in the installation of his own work shall be made good and paid for by this subcontractor. a. Damage to existing buildings or improvements scheduled to remain: Damage to any existing building or other improvement caused by a sub-contractor or general contractor shall be brought back to its original condition at no additional cost to the owner. (8) Accident Prevention: The Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction", prepared by the Associated General Contractors of America. The Contractor shall erect suitable barricades and set lights to protect the public from any damage or injury. (9) The Architect and/or Engineers have not been compensated to provide design and construction review services relating to the Contractor's safety precautions or to means, methods, techniques, sequences or procedures required for the Contractor to perform his work: omitted services include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and any erection methods and temporary bracing. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 9 of 12 CONTRACTOR'S LIABILITY INSURANCE Per Garfield County Requirements CORRECTION OF WORK Contractor to guarantee work against defects for a period of one (1) year from date of final acceptance. In signing Contract Documents, he agrees to make good by repair at no cost to the Owner, any portion that may show defects in either workmanship or material during that period. SECTION 00820-SUPPLEMENTARY CONDITIONS (Note that the Garfield County Supplementary Conditions shall govern if they conflict with these "Supplementary Conditions") EXAMINATION OF SITE Contractor shall visit the site of the proposed building and inform himself of all condition as they exist. Failure to visit the site or acquaint himself with the Contract Documents shall in no way relieve the Contractor from the necessity of furnishing any materials or performing any work that may be required to complete work in accordance with Contract Drawings and Specification without additional cost to the Owner. UNFORESEEN OBSTRUCTION DIFFICULTIES The Contractor acknowledges that the amount or amounts set forth in his proposal includes provisions for reasonable unforeseen obstructions, obstacles or difficulties which he may encounter in the execution of the work and that could be anticipated or expected due to the nature of this project and he agrees that he will make no claim against the Owner for such unforeseen obstructions, obstacles or difficulties. COOPERATION WITH OWNER Occupancy: The Contractor shall allow the Owner to take possession of and use any completed or partially completed portion of the structure, or to place and install as much equipment and machinery during the progress of the work as is possible without interfering with the progress of the Contractor. The possession and use of structure or placing and installing equipment, or both, shall not be in any way evidence the completion of the work or signify the Owner's acceptance of the work or any part of it. The Owner or his representative have the right to enter the finished structure to do work, or to install materials not included in the general contract. The Contractors shall cooperate with the Owner and each other to the full extent possible in maintaining the necessary operations of adjacent buildings and county road during the construction period. CHASES N/A GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 1 0 of 12 MATERIALS, APPLIANCES, EMPLOYEES Substitutions-approved equal. The words "similar and equal to", "or equal", "equivalent", and such other words of similar content and meaning shall for the purposes of this Contract be deemed to mean similar and equivalent to one of this section, the word "product" shall be deemed to include the words "article", "material", "item'\ "equipment", and "method". Whenever in the Contract Documents one or more products are specified, the words "similar and equal to" shall be deemed inserted. Whenever any product is specified in the Contract Documents by a reference to the name, trade name, make or catalog number of any manufacturer or supplier, the intent is not to limit competition, but to establish a standard of quality which the Architect has determined is necessary for the Project. A Contractor may at his option use any product other than that specified in the Contract Documents provided the same has been submitted to and expressly approved, in writing, by the Architect as "equal" to the product specified. In all cases the Architect shall be the sole judge as to whether a proposed product is to be approved and the Contractor shall have the burden of proving the same, at his own cost and expense, to the satisfaction of the Architect. In making such determination the Architect may establish such criteria, as he may deem proper, that the proposed product must meet in order for it to be approved and he may require that the Contractor submit a complete description of the proposed product together with manufacturer's literature, specifications, drawings, cuts, performance and test data and other data and information pertinent to consideration of the proposed product. The Contractor shall have and make no claim for an extension of time or for damages by reason of the time taken by the Architect in considering a product proposed by the Contractor or by reason of the failure of the Architect to approve a product proposed by the Contractor. When the Architect approves a product proposed by a Contractor as being "equal" to a product specified in the Contract Documents and such proposed product requires a different quantity and/or arrangement of any other part of the work from that specified, detailed or indicated in the Contract Documents, the Contractor shall provide the same at his own cost and expense. When a manufacturer is approved as an equal, only products of the manufacturer that are equal in all aspects to those specified may be substituted. MANUFACTURER'S WARRANTIES The Contractor and Subcontractors shall insure that all manufacturers' warranties are exhausted before any claim or suit is brought against another party. END OF DIVISION 0 GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 11 of 12 SECTION 00860-LIST OF DRAWINGS Architectural Drawings: A001 -Cover Sheet-Reference A002-Views A101-Floor & Top of Wall Plans A201 -Exterior Elevations A202 -Building Sections Structural Drawings: S1.1 -General Notes, Legend & Sheet Index S1.2-Special Testing & Inspection Schedules S2.1 -Foundation & Roof Framing Plans S3.1 -Foundation & Top of Wall Details Civil Drawings: C1.1 -Grading, Drainage and Erosion Plan C2.1 -Drainage and Erosion Control Details END OF DIVISION 0 GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 0 -Page 12 of 12 DIVISION 13 SPECIAL CONSTRUCTION SECTION 13000-GENERAL The General Conditions, Supplementary General Conditions, Instructions to Bidders, Proposal Agreement, and Division 1 -General Requirements, are a part of this Division insofar as they are applicable to the work specified herein. The Contractor shall provide all items, articles, materials, operations, or methods listed, mentioned, or scheduled on the drawings, and/or herein, including all labor, materials, equipment and incidentals necessary and required for their completion. WORK INCLUDED Section 13120-Fabric Membrane Covered Structure It shall be the contractor's responsibility to refer to Section 01030 -Alternates, and to decide for himself what section of Division 13 pertain to each alternate. SECTION 13120-FABRIC MEMBRANE COVERED STRUCTURE PART1 1.1 GENERAL All workmen shall be skilled and qualified for the work that they perform. All materials used, unless otherwise specified, shall be new and of the types and grades specified. The contractor shall certify that no asbestos containing building materials that exceed Connecticut and Federal mandated safe asbestos levels have been used in the construction of the membrane-covered structure. Perform all work necessary and required for the construction of the project as indicated. Such work includes the supply and installation of a membrane-covered structure complete with exterior and interior finishes. All buildings shall be as dimensioned with all features and quantities as per specifications including the supply and installation of SCOPE OF WORK: 1.1.1 Structural frame supported membrane covered roof and wall structure of the type described herein: I. The structures shall occupy minimally an area of 8,400 sq. ft. II. (Qty -1-)-Complete Flat Gable Ends Ill. (Qty -0-)(-_'w x_'h Framed Doorway: See drawings. IV. (Qty -0-)-XX" Passive Peak Ventilators V. (Qty -2-)-48" Passive Gable Mounted Fixed Vents VI. Termination of Fabric to Concrete Wall System VII. Anchorage with Engineered Fasteners to Approved Wall/Foundation Systern VIII. State Approved Stamped and Approved Engineered Drawings for Structure 1.1.2 Foundation/Wall System {by others, as specified) 1.1.3 Site Work {by others) 1.1.4 Delivery to Site GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 1 of 10 1.1.5 Complete Structure & Accessory Installation 1.2 GENERAL DESIGN REQUIREMENTS 1.2.1 Scope a. This specification covers the design, manufacture, shipping, handling and erection of a prefabricated membrane covered structure. b. The membrane shall be tensioned over the framework. The structure shall be rectangular in shape with vertical gable end walls. The interior of the structure below the main trusses shall be clear span free of any structural support members and shall provide unobstructed floor space. No exterior purlins, guy ropes or cables shall be used for anchoring the structure. c. The structure shall include accessories to the extent shown on the project drawings required for the scope and intended use for: i. Overhead doorways -none required ii. Ventilation systems-2 gable vents iii. Other structure accessories (list here and beyond) 1.2.2 Design Requirements-Structural Frame a. Roof and Wall Surfaces: To provide for maximum compatibility with standard door, window, ventilation and other accessory and cladding systems, the structure shall be designed such that roof and gable side wall surfaces form flat planes. b. Purlin Spacing: To provide for structural stability and to provide for installation of accessory items, the main structural trusses shall be laterally braced by tubular purlins at intervals required by the truss design. c. Wind and Frame Bracing: The structure shall be appropriately stabilized with wind bracing cable as well as any required secondary node restraint assemblies so as to efficiently transfer wind, snow and seismic induced stresses to the foundation/anchoring system. Cable diameter for main wind bracing shall be a minimum of 5/16" diameter and larger if so required. The end bays of the structure shall be designed to be "X" braced early during installation to allow for permanent stability of the frame during installation. The structural frame shall be provided with a minimum of 3/8" thick steel attachment lugs for all main cable assemblies. d. Connecting Joints: Connections between structural elements shall be designed so as to transfer the compressive and tensile forces present in a given joint. A minimum of four 1/2" diameter Grade 5 bolts shall be used at each truss chord joint. Primary axial steel, secondary purlins, and end wall frame connections shall be made with 5/8" diameter Grade 5 bolts. e. Mechanical Equipment Interface: The main structural roof trusses shall allow for installation of electrical and mechanical equipment. Likewise, the structure shall accept penetrations through the membrane for access doors and mechanical services with minimal modification. f. Alternative Cladding materials: The structure shall be designed such that alternative covering materials such as metal wall cladding can be added with minirnal modification, if required. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 2 of 1 0 g. Shipping: The main structural trusses shall be two-dimensional; planar trusses which nest tightly together in order to minimize shipping and storage volume. h. Ancillary Systems: The structure shall be designed such that it can be readily retrofitted with insulation systems and other ancillary systems such as lighting, sprinklers, HVAC, etc. 1.2.3 Design Requirements -Membrane Cladding System a. Continuous, Weather Tight Membrane: The structure membrane shall form a continuous uninterrupted weather tight shell over the framework. In order to provide for a good finished appearance and to insure weather tightness, the membrane shall be assembled and tensioned, in a manner to eliminate wrinkles in hot and cold temperatures. b. The gable wall membrane cladding shall be manufactured and connected in one piece to the adjacent end wall and roof cladding. c. Horizontal stretch shall be maintained with horizontal purlins requiring no ongoing maintenance. Vertical stretch shall be maintained with a winch lock system (Locked with cotter pins). d. Overlap Seams: The membrane system shall be designed such that the membrane cladding panels can be supplied with optional overlap joints to allow adjacent panels to be field heat sealed together. Membrane welded seams shall maintain a minimum of 175 lbs. I inch. e. Base Tensioning System: The membrane cladding will be provided with a mechanical tensioning system that allows the membrane to be fully tensioned around the structure perimeter. The system will be designed such that the membrane can be tightly and neatly secured over the structural frame and such that the system has remaining range of adjustment. f. Membrane Seal at Openings and Base: The structure supplier will provide all materials and methods necessary to fully tension and seal the membrane material around all door, ventilation and other openings as well as around the structure perimeter below the main tensioning system. This seal shall provide a neat and finished appearance and eliminate any loose membrane cladding that could otherwise be damaged by flapping or abrasion. When a membrane base skirt is required, this shall be supplied and attached at the base perimeter to allow a reasonable seal against air and water intrusion. g. The membrane shall not be designed to function as a structural member such that, should any damage to or penetrations of the membrane occur, the integrity of the structural framework shall not be affected. h. The Contractor shall provide drawings and calculations acceptable to the Architect, meeting the provisions of the applicable State Building Code. The Contractor shall bear all costs for production of drawings and associated structural calculations. Contractor shall make all revisions and corrections to those documents required for approval and shall resubmit as required to obtain approvals. i. Successful bidders shall make all required changes or corrections and will deliver to the Owner's Architect all approved drawings and calculations. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 3 of 10 1.3 DIMENSIONS The structure shall occupy an area of 70 'wide by 120' long 1.4 ENGINEERED DESIGN CRITERIA The structure shall be designed in accordance with appropriate building code standards using methodology from the latest approved ASCE 7. Primary and secondary framing shall comply with current issues of AISC, AISI, NEMA and ASTM specifications, as applicable. Structural members shall be designed using Allowable Stress Design (ASD) or Load Resistance Factored Design (LRFD) for the design loads given below. Appropriate safety factors to yield and ultimate shall be maintained. Wind load factors and coefficients used in design of structural members must be in accordance with the latest approved ASCE 7 guidelines. 1.4.1 Snow Loads: The structure shall be designed based upon a minimum ground snow load of Jill_ pounds per square foot (Psf) plus a 0.25 Psf collateral load. At a minimum, the structure shall be capable of supporting a roof snow load of 40 pounds per square foot and a collateral load of 0.25 pounds per square foot projected over the entire roof area or portion of the roof area, and any probable arrangement of loading resulting in the highest stress in the members. 1.4.2 Wind Loads: The structure shall be capable of withstanding steady wind loads from any direction of __lliL_ miles per hour. The structure shall be designed using an exposure category of l:.Q.:_) for determining design wind pressure of the structure. The methodology is to be taken from the latest approved ASCE 7-and designed as "partially enclosed". In no event shall the wind load used in the design of the main wind force resisting system be less than 10 pounds per square foot multiplied by the area of the building or structure projected on a vertical plane that is normal to the wind direction. 1.4.3 Rainfall: The structure shall be capable of withstanding the effects of rainfall up to 4 inches per hour for at least 2 hours. 1.4.4 Deflection: For safety of specified or future suspended accessories, the maximum allowable deflection of structural members shall be no more than 1/180 of the clear span of that member when subjected to the design loads described herein. 1.4.5 Design Loads: The design load combinations shall be a minimum of the ASCE 7 specification. 1.4.2 Design each member to withstand stresses resulting from combinations of loads that produce maximum percentage of actual to allowable stress in that member. 1.5 OPERATION AND USE 1.5.1 The structure shall be designed to provide a minimum 15-year operational use period with appropriate inspection and maintenance. 1.5.2 The structure shall be capable of being assembled operated and dismantled in all ambient temperatures between -20"F and 120"F. 1.5.3 The structure shall be capable of being erected on concrete and of accepting differential settlement of up to 2-1/2% between truss positions. 1.6 MATERIALS GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 - Page 4 of 10 All materials used in the structure shall be new, without defects and free of repairs. The quality of the materials used shall be such that the structure is in conformance with the performance requirements as specified herein. 1.6.1 Cladding Membrane: The structure shall be clad with a FRU coated polyolefin fabric manufactured by an approved and reputable supplier with demonstrated long-term performance. The polyolefin membrane fabric shall be waterproof and free from defects. All roofs, walls, end walls and connecting sections shall be weather tight. The material will be selected from the manufacturer's standard colors for the sidewalls and roof panels. The material must be UV stabilized and flame retardant, must carry a minimum ten-year manufacturer's warranty and have a life expectancy of 10 to 15 years. The minimum fabric specification is as follows: Coated Weight Base Fabric Weight Finished Thickness Grab Tensile Strength Strip tensile Strength Tongue Tear Strength Mullen Burst Cold Crack Resistance UV Resistance & Weathering Permittivity Hydrostatic Resistance Flame Resistance Flame Spread Smoke Developed 12 +/-2 oz/yd' (373 g/m') 4 mils average, each side 23 mils (ASTM D-5199) 340 lbs (ASTM D-5034) 250 lbs (ASTM D-5035) 1151bs (ASTM D-2261) 675 psi (ASTM D-3786) -60 'C (ASTM D-2136) 90% retention after 2000 hr. <2.5 x 10·6 cmls (ASTM D-5199) >171 psi (ASTM D-751A) 2 sec flame (NFPA 701) (CANIULC-S109) 15 or less (ASTM E84) (CANIULC-S102.2) 170 (ASTM E84) (CANIULC-S109) Acceptable membrane suppliers include: lntertape, Fabrene, and Hagihara. Other membrane materials maybe considered, however the membrane manufacturer must demonstrate a minimum of five years successful field experience with provision of polyolefin membrane cladding in use on structures of the type contemplated in this specification. 1.6.2 Metal: All components of the structural framework shall be fabricated from in line galvanized steel. The main structure shall consist of a welded truss arches with parallel tube chords separated apart by tube webs. 1.6.3 All steel tubing used in the structure must have the following minimum structural and mechanical properties (ASTM A-500 GR B): Tension Ultimate: 55 KSI and Yield: 50 KSI 1.6.4 All steel flat bar, cross rods and other steel components shall be fabricated from hot dipped galvanized material and have the following minimum structural and mechanical properties (CSA G40.211 ASTM A572 GR 44): Tensile: 50 KSI and Yield: 44 KSI 1.6.5 Corrosion Protection: All steel tube components, trusses, purlins, fastening tubes shall be coated, on the exterior, with a gloss finish providing a corrosion resistance of 2000 hours as per ASTM B 117 -90; 1 00% zinc based organic coating shall be applied to the interior. 1.6.6 Hardware: GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 5 of 10 a. Bolts: Bolts subject to extreme stress and wear shall be structural bolts of Grade 5 and plated I galvanized that has been upgraded with JS 500 corrosion resistant finish. All bolts shall be installed and securely torqued so as to prevent change in tightness. Those subject to removal or adjustment shall not be swaged, peened, staked or otherwise installed. b. Membrane Tensioning Hardware: The fabric membrane shall be tensioned with load rated hardware which is plated/hot dip galvanized so as to prevent corrosion. Hardware shall allow full and fee rotation at the foundation connection to avoid fatigue failure of threaded assemblies. c. Membrane Tensioning Webbing: The membrane shall be tensioned with load- tested tie-downs. d. Cable Assemblies: Main and wind bracing cable assemblies shall be manufactured to the required length and press swaged with metal sleeves. The cables are manufactured using preformed galvanized "aircraft" cables, sized with appropriate safety factors. 3/16" dia. = 4,200 lbs. 1/4" dia. = 7,000 lbs. 5/16" dia. = 9,800 lbs. 3/8" dia. = 14,400 lbs. 1/2" dia. = 22,800 lbs e. Other Fasteners: Non-structural fasteners such as wood screws, Tek screws, etc., shall be of standard commercial quality f. Exterior Trim: Aluminum extrusion shall be a natural mill finish, unpainted and non-anodized to prevent scratching and chipping. The aluminum alloy used in the structure shall meet or exceed 6063-T5 and shall carry a minimum pro- rated warranty of 1 0 years. g. Welding: Welding shall be employed only when specified in the original design. Welding shall be in accordance with AWS D1.1 and AWS D1.3 and AISI-truss. As per Section 1704.2 of IBC, the truss fabricator must be AWS Approved Fabricator as per 65.17 and QC17 or have a field inspection complete after erection. Successful bidder MUST supply AWS certificate of approval or certificate of field inspection. h. Workmanship: The workmanship of all materials and components of the structure shall be commensurate with the functional requirements of the item. 1.6. 7 Manufacturer: The structure supplier shall be a reputable manufacturer certified to ISO 9001:2000 Quality Management Systems Standard; shall have a direct experience in the design, manufacture and installation of structures of the type specified herein; shall operate according to a comprehensive quality system and shall provide three references with structures in use for at least five years which are a clear span and which enclose an area in excess of 8400 square feet. Successful bidder MUST supply certificate of ISO 9001:2000 or supply a comprehensive Quality Manual. 1.6.8 Piece Marking and Identification: All individual parts or bundles and packages of identical parts are to be clearly marked for identification. Bolts, nuts, washers and fasteners shall be packaged according to type, size and length. The shipping document shall list showing the description, quantity and piece mark of the various parts, components and elements. 1.6.9 Material Delivery: The building system materials shall be delivered to the project site during normal working hours on weekdays. Installation contractor will provide adequate GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 6 of 1 0 workmen and equipment to promptly unload, inspect and accept material delivery. 1.6.10 Handling: The installation contractor shall be responsible for unloading, field storage, protection and transfer to the work area of all materials and equipment required to perform the work. At no time shall materials be dropped, thrown or dragged over the transport equipment or the ground. Damage to any piece under its own or superimposed weight shall be cause for repair or replacement. 1.6.11 Short, Damaged or EXcess Materials: Installation contractor shall inspect, count and verify quantities based on the shipping documents. 1.7 REFERENCES AND STANDARDS 1. 7.1 The following publications are for the standards listed below but referred to thereafter by basic letter designation only. They form a part of this specification to the extent referenced thereto: a. American Institute of Steel Construction (AISC): S326-78 Design, Fabrication and Erection of Structural Steel Buildings S329-85 Structural Joints Using ASTMA325 or A490 Bolts. b. American Iron and Steel Institute (AISJ) SG 503-76 The Design of Fabrication of Cold-Formed Steel Structures c. American Society for Testing and Materials (ASTM): A36-89 Structural Steel A 123 A-89 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products A 307-89 Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength A 325-89 High-Strength Bolts for Structural Steel Joints A 500 A-90 Standard Specification for Cold Formed Welded And Seamless Carbon Steel Structural Tubing in Rounds and Shapes A 563 Rev A-89 Carbon and Alloy Steel Nuts A 687-89 High-Strength Non-Headed Steel Bolts and Studs. d. American Society of Civil Engineers (ASCE) Minimum Design Loads for Building and Other Structures ASCE 7-02 ASCE 7-05 e. American Welding Society (AWS) D1.1-2004 D1.3-98 f. National Fire Protection Association American Society of Civil Engineers American Society of Civil Engineers Structural Welding Code-Steel Structural Welding Code-steel sheet steel GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 7 of 10 (NFPA) 701-89.1 Standard methods of Fire Tests for Flame Resistant Textiles and Films. g. Canadian Standards Association CAN/CSA-S16.1 Limit States Design of Steel Structures PART2 PRODUCTS 2.1 APPROVAL OF PLANS 2.1.1 Upon award of this contract. The Contractor shall furnish detail drawings and calculations for all architectural and structural work stamped by an engineer certified by the State to verify compliance to local building code. 2.1.2 All work to be performed under the conditions of these Specifications shall comply with the rules and regulations of all agencies having jurisdiction for this classification of construction and design and shall conform to the applicable live loads due to wind, rain and snow in accordance with the following: a. "Colorado Construction Safety Code" b. National Electric Code (Latest Edition), c. National Plumbing Code (Latest Edition), d. AWS Standard Qualification Procedures, e. NFPA (Latest Edition), f. SMACNA Duct and Seismic Restraints Manuals, and g. OSHA. 2.2 INTENT OF SPECIFICATIONS 2.2.1 The specification as heretofore set forth are general in nature and scope and shall not be construed as to limit the work other than the requirement that the new portable buildings shall match the specifications in materials, appearance, configuration and details. 2.2.2 It is the intent of these specifications that the bidder shall include all labor, materials, equipment services and transportation to locate the buildings on the site designated with all other work. 2.2.3 Buildings shall be complete and operating and shall include all exterior and interior materials and systems as shown or indicated in contract documents. PART 3 EXECUTION 3.1 GENERAL Building prefabrication shall be performed under factory conditions in a plant specifically arranged for this type of work. Contractor shall provide adequate space, equipment, personnel, and technical ability to coordinate the assembly and factory prefabrication of all major components of the work and all necessary operations in the packing, shipping and installation procedures. No fabrication shall be done until the materials have been tested and approved. Fabrication inspection shall be required at the plant in the event that the manufacturing facility is not an ISO 9001:2000 certified company. All expenses for inspection will be at the manufacturer's cost. Fabric Manufacturer shall joint warranty the water tightness of the structure with the GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 8 of 10 3.2 3.3 3.4 3.5 3.6 contractor for a period of one year. WELDING If welding is required on site, No welding shall be started until the welding inspector has inspected and approved the materials, joint preparation, equipment and the qualifications of the welders. Welders doing unsatisfactory work will be removed and required to pass qualification tests again before returning to work. GENERAL Triple coated, in-line galvanized structural steel tubing, cold-formed and induction welded of a modified grade carbon steel, providing a finished tubular product with exceptional mechanical and corrosion resistant properties. MATERIAL Hot-Rolled Steel Strip Conforming to the Requirements of ASTM A569 1.000" x 14 Ga./5.000" x 8 Ga.: Modified Grade 1010 All other sizes/gauges: Modified Grade 1015 Minimum Mechanical Properties of the Finished Tube 1.000" x 14 Ga./5.000" x 8 Ga.: 50,000 psi Yield Strength 55,000 psi Tensile Strength All other sizes/gauges: 55,000 psi Yield Strength 60,000 psi Tensile Strength TOLERANCES: All dimensional tubing tolerances are in accordance with ASTM A500, Section 10. COATINGS: Exterior: In-line galvanized to a nominal coating zinc weight of 0.6 oz/ff Chromate conversion coating applied over the galvanized surface to provide additional corrosion protection. Clear organic polymer applied as the top surface coat to retard oxidation, enhance surface appearance and provide a primer for subsequent painting or powder coating processes as desired. Interior: Full zinc based organic coating applied to 100% of the interior surface as a corrosion barrier CORROSION PERFORMANCE: The tubing shall demonstrate the ability to withstand a minimum of 2000 hours of accelerated salt fog testing to the condition of 5% surface red rust, when tested in accordance with ASTM B 117 standards. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 9 of 10 END OF SECTION GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 11 -Page 10 of 1 0 DIVISION 1 GENERAL REQUIREMENTS WORK INCLUDED 01000-General 01 020 -Allowances 01030 -Alternates 01 040 -Coordination 01050 -Field Engineering 01 060 -Codes, Standards, Reports 01200 -Project Meetings 01340-Shop Drawings and Samples 01410-Testing 01500-Temporary Facilities 01560 -Cleaning Up 01700 -Project Closeout Daily Reports: The General Contractor shall keep a daily record of all on-site activities and conditions. This daily record shall include a description of the work being performed, the weather conditions, manpower on-site, visitors, and any other data relevant to the progress of the work. Copies of these daily reports shall be submitted to the Owner's Representative no less than once a week. Project Meetings: As per Section 1200 PROJECT MEETINGS Record Drawings: The General Contractor shall keep one (1) complete set of drawings, including Architectural, Structural and Civil and any other drawings of the Contract Documents, on the premises which shall be an "as-built" record set. All changes in the work from that shown on the original drawings shall be recorded thereon in red pencil on blueline. This set shall be transmitted to the contractor and turned over to the Architect at the end of each Project. Operation and Maintenance Manuals: Where 0 & M manuals are called for, four copies shall be required and shall be in 3 ring binders with hard covers and durable edge labeling. One Copy will be retained by the General Contractor. Existing Conditions: Verify all existing conditions before ordering any fabrications and/or materials. Verify existing locations of all site utilities before beginning any site work. Schedule of Values: The General Contractor shall provide a "Schedule of Values" to the Architect approximately two weeks after signing of Contracts with the Owner. SECTION 01020-ALLOWANCES The Contract Sum is to include all cash allowances, if any, as stated below. The material allowances are to cover the net cost of the materials or equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs at the site, labor, installation costs, overhead, profit or other expenses are to be included in the Contract Sum and not in the cash allowance. The sub-contractor allowances are to be used as an artificial sub-contractor bid for the work indicated. All General Contractor supervision, overhead, profit and Division One costs are to be included in the base bid and are to be based on the dollar allowance shown. If any such cost, when determined, is more than or less than the cash allowance, the Contract Sum shall be adjusted by Change Order, which shall also include any adjustment in handling costs at the site, labor, installation costs, overhead, profit or other expenses resulting from any variation in the cash allowance. Whenever possible, the Contractor shall purchase all the cash allowance material, labor or equipment on the basis of competitive bids. The General Contractor shall include in the Contract Sum the following cash allowances: GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 1 of 18 N/A Note: Any Additional Allowances identified by the Contractor shall be added by addendum during the bid period. SECTION 01030 -ALTERNATES N/A SECTION 01040-COORDINATION The General Contractor shall employ at each site a full-time, on-site, competent project superintendent experienced in projects of this scale and complexity and is fully authorized as his agent on the work. The superintendent shall be capable of reading and fully understanding the plans and specifications and shall receive and fulfill instructions from the Architect. The superintendent shall direct and coordinate the work of the various subcontractors to ensure the progress of the work. He shall familiarize himself fully with the Plans and Specifications in advance of work being constructed and shall notify the Architect immediately of any conflict or discrepancy. General Contractor & Subcontractor Coordination: The Contractor is not responsible for design coordination issues, but shall be responsible for coordination of the different trades in the field and shall be responsible for making sure that all items that each trade is installing will be coordinated in a manner that proves that all items being installed will fit prior to final installation. Coordination meetings (between the General Contractor and each Subcontractor's effected by and working in each area or phase of the construction) shall be conducted at each appropriate phase or stage of construction to assure proper installation of each trade's Work. It is the intent of the contract documents that all areas of construction be coordinated prior to construction of that area, in such a manner that the General Contractor and all Subcontractor's have reviewed all areas for proper installations of their trade items (within their organizations and with other subcontractor's and trades affected by the area being worked on). This coordination requirement shall be accomplished prior to installation of each product or piece of Work. PART 1 -GENERAL 1.0 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General Conditions, Supplementary Conditions and Division !-Specification sections, apply to work of this section. 1.1 SUMMARY: Section Includes: Requirements for coordination, supervision and administration for Project, including but not necessarily limited to: Coordination. Administrative and supervisory personnel. General installation provisions. Cleaning and protection. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 2 of 18 Related Sections: For descriptions of the work of the entire Project within and outside of the work of this Contract: Procedures and field engineering: Project meetings: Section 01200. 1.2 SUBMITTALS: Coordination Drawings For locations where several elements of equipment, mechanical or combined mechanical and electrical work must be sequenced and positioned with precision in order to fit into the available space, prepare coordination shop drawings showing the actual physical dimensions at accurate scale required for the installation. Prepare and submit coordination drawings prior to purchase/fabrication/installation of any of the elements involved in the coordination. Lay out the mechanical and electrical work in conformity with the Contract Drawings, coordination drawings and other shop drawings, product data and similar requirements, so that the entire mechanical plant will perform as an integrated system properly interfaced with electrical work and other work. Staff Names: Within 15 days of Notice to Proceed, submit a list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the site; their addresses and telephone numbers. Post copies of the list in the Project meeting room, the temporary field. 1.3 GENERAL COORDINATION: General: Each entity involved in the performance of Work for the entire Project shall cooperate in the overall coordination of the work; promptly, when requested, furnish information concerning Its portion of the work; and respond promptly and reasonably to the decisions and requests of persons designated with coordination, supervisory, administrative, or similar authority. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for the Owner and separate Contractors where coordination of their work is required. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction work. Such administrative activities include, but are not limited to, the following: Preparation of schedules. Installation and removal of temporary facilities. Delivery and processing of submittals. Progress meetings. Project closeout activities. Conservation: GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 3 of 18 Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. Refer to other sections for disposition of salvaged materials that are designated as Owner's property. Site Utilization: In addition to the site utilization limitations and requirements shown on the drawings, and indicated by the Contract Documents, administer the allocation of available space equitably among entities needing access and space, so as to produce the best overall efficiency in the performance of the total work of the project. Schedule deliveries so as to minimize the space and tile requirements for storage of materials and equipment on the site; but do not unduly risk delays in the work. Coordination Meetings: Include in scheduled meetings, coordination of various entities and activities as set forth in Section 01200. Where necessary, schedule additional coordination meetings for this purpose on an as-needed basis. Layout It is recognized that the Contract Documents are diagrammatic in showing certain physical relationships of the various elements and systems and their interfacing with other elements and systems. Establishment and coordination of these relationships in the field is the responsibility of the Contractor. Do not scale the drawings. lay out and arrange all elements to contribute to safety , efficiency and to carry the harmony of design throughout the Work. In case of conflict or undimensioned locations, verify required positioning with Architect. Substrate Examination: The Installer of each element of the work must examine the conditions of the substrate to receive the work, dimensions and spaces adjacent. tolerances, interfacing with other elements and services, and the conditions under which the work will be performed, and must notify the Contractor in writing of conditions detrimental to the proper or timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Large and Heavy Equipment: Wherever possible, prearrange for the movement and positioning of large equipment into the building structure, so that enclosing walls and roofs will neither be delayed nor need to be removed. Otherwise, advise Contractor of opening requirements to be maintained for the subsequent entry of large equipment units. Coordinate the movement of heavy items with shoring and bracing, so that the building structure will not be overloaded during the movement and installation. Where equipment or products to be installed on the roof are too heavy to be hand-carried, do not transport across roof deck; position by crane or other device so as to avoid overloading the roof deck. 1.4 COMPLETE SYSTEMS: It is the intent of the Contract Documents that all systems, including mechanical and electrical, be complete and functional to provide the intended or specified performance. The Contractor shall provide all incidental items and parts necessary to achieve this requirement. 1.5 MECHANICAL/ELECTRICAL/EQUIPMENT COORDINATION: (if required) General: GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 4 of 18 Sequence, coordinate and integrate the various elements of equipment, mechanical work and electrical work so that various systems and mechanical plant will perform as indicated and be in harmony with other work of the building. Neither the Architect or his engineering consultants will supervise the coordination, which is the exclusive responsibility of the Contractor. Comply with the following requirements: Install piping, ductwork and similar services straight and true, aligned with other work, close to walls and overhead structure, allowing for insulation, concealed (except where indicated as exposed) in occupied spaces, and out-of-the-way with maximum passageway and headroom remaining in each space. Install electrical work in a neat, organized manner with conduit and similar services in or parallel with building lines, and concealed unless indicated as exposed. For all work maintain maximum practical overhead clearance but not less than 6" above ceiling. Where exposed, maintain 7'-0" minimum clearance. Arrange all work to facilitate maintenance and repair or replacement of equipment. Locate services requiring maintenance on valves and similar units in front of services requiring less maintenance. Connect equipment for ease of disconnecting, with minimum of interference with other work. Provide space to permit removal of coils, tubes, fan shafts, filters, other parts which may require replacement. Locate operating and control equipment and devices for easy access. Furnish access panels where units are concealed by finishes and similar work. Integrate mechanical work in ceiling plenums with suspension system, light fixtures and other work, so that required performances of each will be achieved. Give the right-of-way to piping systems required to slope for drainage over other service lines and ductwork. Advise other trades of openings required in their work for accommodation of mechanical and electrical elements. Provide and place sleeves and anchors required in other work. Access Panels: Access panels for concealed valves, controls, dampers, pull boxes and other devices requiring access and located in concealed positions other than above lift-out ceilings will be furnished by Installer of item needing access. 1.6 COMPATIBILITY: Provide products and equipment which are compatible with other work requiring mechanical interface including electrical connections, control devices, water, drain and other piping connections Verify electrical characteristics, fuel requirements and other Interface requirements before ordering equipment and resolve conflicts that may arise. Make connections to controls directly attached to ducts, piping or equipment with flexible connections. Coordinate equipment, mechanical and electrical work in accordance with Schedules in Sections 15030, and 16851 of the specifications. PART 2-PRODUCTS (Not Applicable) GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 5 of 18 PART 3-EXECUTION 3.1 GENERAL INSTALLATION PROCEDURES: Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. Recheck measurements and dimensions, before starting each installation. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. Installation: Provide attachment and connection devices and methods necessary for securing work. Secure work true to line and level. Allow for expansion and building movement. Install each component during weather conditions and project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable choices to the Architect for final decision. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Comply with Americans with Disabilities Act Guidelines. Refer questionable mounting height decisions to the Architect for final decision. 3.2 CLEANING AND PROTECTION: During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at substantial completion. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures Include, but are not limited to, the following: GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 6 of 18 Excessive static or dynamic loading. Excessive internal or external pressures. Excessively high or low temperatures. Thermal shock. Excessively high or low humidity. Air contamination or pollution. Water or ice. Solvents. Chemicals. Light. Radiation. Puncture. Abrasion. Heavy traffic. Soiling, staining and corrosion. Bacteria. Rodent and insect infestation. Combustion. Electrical current. High speed operation. Improper lubrication. Unusual wear or other misuse. Contact between incompatible materials. Misalignment. Excessive weathering. Unprotected storage. Improper shipping or handling. Theft. Vandalism. 4) REQUEST FOR INFORMATION The contractor is required to submit to the architect written request for information to resolve lack of information or discrepancy in the drawings. The intent of this procedure of communication is to answer the General Contractors questions regarding which is not clear or missing on the drawing. The Architect is not required or contractually obligated to the contractor to answer questions where the information is on the drawings. The contractor needs to become thoroughly familiar with the drawings, specifications, addendum, bulletins, Proposal Request accepted and related Construction Documents. No RFI shall be submitted to the Architect until after the contractor has reviewed all construction documents in an attempt to resolve the problem /issue in question. After the contractor has done his thorough research of the construction documents he is required to come up with his recommendation of a solution to the problem. At that time the contractor shall submit an RFI to the Architect referencing his research referring to detail #, specification section. addendum, bulletin or proposal request. the Contractor shall describe on the RFI the issue and then the proposed solution to the issue based on his research. The Architect will review the RFI and respond in writing back to the contractor. Attached is an example of an RFI illustrating the minimum information required. The intent is to require the contractors to self educate themselves early on the content of the construction documents to simplify his coordination of the work in the field. The Architect will reject any RFI's which are simply a transfer of a subcontractors RFI to the Architect with a cover sheet attached from the contractor without any research done by the contractor to find the answer to the question in the construction documents. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 7 of 18 It is requested that the General Contractor does a through review of the Construction Documents, Addendum's, Bulletins, Specifications, etc. before issuing an RFI to the Architect Telephone Memo's are recommended to be used as documentation by the contractor and faxed to the Architect for his files if direction is given to the contractor by phone. The Architect will respond back to the Telephone Memo only if he is in disagreement with it's content. No response within 7 days from the Architect indicates Architects is in agreement with the memo. SECTION 01050-FIELD ENGINEERING Prior to the start of any construction, the Contractor's field engineer shall verify existing grades, lines levels, locations and dimensions as required for the new construction. Notify the Architect immediately if any errors or inconsistencies are discovered. Prior to the start of any excavation work but after the clearing and grubbing operation, stake out the construction layout lines in accordance with the plans and specifications and obtain Architect's approval. Existing Conditions: Verify all existing conditions before ordering any fabrications and/or materials. Verify existing locations of all site utilities before beginning any site work. SECTION 01060-CODES, STANDARDS, REPORTS, PERMITS PERMITS The General Contractor shall obtain all required local permits to be paid for by the Owner. Note that the primary building permit is issued directly by the State of Colorado. CODES and LAWS These construction documents, and the joint and several phases of construction hereby contemplated are to be governed at all times by applicable provisions of the Federal Law(s), including but not limited to, the latest amendments of the following: Williams-Steigler Occupational Safety and Health Act of 1970, Public Law 91-596 Part 1910 -Occupational Safety and Health Standards, Chapter XVII of Title 29, Code of Federal Regulations Part 1518 -Safety and Health Regulations for Construction, Chapter XIII of Title 29, Code of Federal Regulations International Building Code, Latest Edition Plumbing Code, Latest Edition Mechanical Code, Latest Edition Uniform Fire Code, Latest Edition National Electric Code of the NFPA, Latest edition National Board of Fire Underwriters, Latest edition NFPA-Latest Edition ADA Compliance Act-Latest edition STANDARDS The following Standards are hereby made a part of these specifications to the same extent as if they were written herein, except that they may be amended or superseded by these Specifications or the Drawings: American Concrete Institute Standard Specifications for Concrete for Buildings, 301-84. American Society for Testing and Materials, latest edition GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 8 of 18 American Institute of Steel Construction, latest edition American Welding Society, latest edition Gypsum Association Design Data, 1973-74 edition Western Wood Products Association 1970 Standard Grading Rules SECTION 01200-PROJECT MEETINGS 1) PRE-CONSTRUCTION MEETING: Schedule within 15 days after date of Notice to Proceed, at a central site location designated by the Contractor and convenient for all parties. Attendance: Owner's Representative. Architect and his professional consultants. Contractor and Contractor's Superintendent. Major Subcontractors. Major Suppliers and manufacturers. Others as appropriate. Suggested Agenda: Discuss items of significance that could affect progress including such topics as: Tentative construction schedule. Critical Work sequencing. Designation of responsible personnel. Procedures for processing field decisions and Change Orders. Procedures for processing Applications for Payment. Distribution of Contract Documents. Submittal of Shop Drawings, Product Data and Samples. Preparation of record documents. Use of the premises. Office, Work and storage areas. Equipment deliveries and priorities. Safety procedures. First aid. Security. Housekeeping. Working hours. 2) PROJECT MEETING The project meeting shall be conducted by the Owners Representative at the Project site at regularly scheduled intervals. The Architect and the Contractor shall be notified of scheduled meeting dates. Attendance will be the Architect, Owners Rep., Construction Manager, and construction Superintendent. The Owners Representative shall keep the records of the meetings and distribute copies of such records to everybody in attendance, to others affected by the decisions or actions taken at such meetings, and to the Owners Rep whether in attendance or not. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 9 of 18 The contractor will conduct his own in house coordination meetings at the construction site with subcontractors and suppliers on a weekly bases. Daily Reports: The General Contractor shall keep a daily record of all on-site activities and conditions. This daily record shall include a description of the work being performed, the weather conditions, manpower on-site, Visitors, and any other data relevant to the progress of the work. Copies of these daily reports shall be submitted to the Owner's Representative and Architect no less than once a week. SECTION 01340 ·SHOP DRAWINGS AND SAMPLES SUBMITTAL PART 1 -GENERAL 1.0 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division !-Specification sections, apply to work of this section. 1.1 SUMMARY: Section Includes: Administrative and procedural requirements for submittal and review of product data, shop drawings, samples and similar items required by the specifications. Related Sections: Refer to appropriate sections of Divisions 15 and 16 for additional submittal requirements (if any) of mechanical and electrical work, respectively. 1.2 ADMINISTRATIVE SUBMITTAL: Refer to other Division-! Sections and other Contract Documents for requirements for administrative submittal. Such submittal Include, but are not limited to: Schedules. Permits. Applications for payment. Performance and payment bonds. Insurance certificates. List of Subcontractors. Schedule of Values. Inspection and test results. Closeout documents. Coordination drawings. Such submittal are for information and record and do not require action on the part of the Architect except where not in conformity with the Contract Documents. If such non-conformity is observed the Architect will notify the Contractor within two weeks of receipt of document. Failure to observe or notify by the Architect does not relieve Contractor of compliance with Contract Documents. 1.3 SUBMITTAL PROCEDURES: General: GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 1 0 of 18 Make submittal from Contractor to the Architect after Contractor has reviewed each submittal and indicated his action thereon except for samples and selection submittal. Scheduling: Submit with Contractor's construction schedule, a complete schedule of submittal. Coordinate submittal schedule with the list of subcontracts, schedule of values and the list of products as well as the Contractor's construction schedule. Prepare the schedule in chronological order; include submittal required during the first 90 days of construction. Provide the following information: Scheduled date for the first submittal. Related Section number. Name of Subcontractor. Description of the part of the Work covered. Scheduled date for resubmittal. Scheduled date the Architect's final release or approval. Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meeting. Coordination: Coordinate the preparation and processing of submittal with the performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittal and related activities that require sequential activity. Coordinate transmittal of different types of submittal for related elements of the Work so processing will not be delayed by the need to review submittal concurrently for coordination. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittal until related submittal are received. Processing: The General Contractor shall be responsible for the submission of all shop drawings and samples to the Architect. All Shop Drawings and Samples shall be submitted to the Architect within 60 days of the signing of the Owner/Contractor Construction Agreement or start of construction, whichever is first. A Shop Drawing/Sample Critical Path/Priority Schedule which allows and highlights consecutive two week NE review periods for each shop drawing/sample shall also be submitted within 30 days of the signing of the Owner/Contractor Construction Agreement or construction start whichever is first. The shop drawing/sample schedule shall be approved by the Architect. The shop drawing/sample schedule shall outline the critical priority of all shop drawings/samples submitted throughout the construction period and allow for a minimum of two week review periods for each shop drawing/sample submittal. If adjustments to this schedule are needed during the construction phase, the Contractor shall resubmit the schedule for the Architects approval. Based on this prioritized schedule the Architect will review the shop drawings in a timely manner. The intent of this approach is that each shop drawing/sample submittal has a minimum of two weeks to be reviewed with out overlap from other shop drawing/sample submittal from the same job and that this is allowed for in the G.C.'s scheduling so that bunching of shop drawings /sample submittal do not occur. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 11 of 18 Shop drawings or samples submitted directly by a sub-contractor will not be accepted. Shop drawings and other drawing submittal shall be accurately drawn and dimensioned and shall be submitted in the form of a rolled sepia and five sets of prints. Exclusion of sepia shall be a cause for rejection. Approval of shop drawings is for design intent only. The Contractor is responsible for dimensions, quantities and coordination with other trades. Allow 10 working days for reprocessing each submittal. No extension of Contract Time will be authorized because of failure to transmit submittal to the Architect sufficiently in advance of the Work to permit processing. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. Provide a space approximately 4" x 5" on the label or beside the title block on Shop Drawings to record the Contractor's review and approval markings and the action taken. Include the following information on the label for processing and recording action taken. Project name. Date. Name and address of Architect. Name and address of Contractor. Name, local phone number and address of Subcontractor. Name, local phone number and address of supplier. Name and local phone number of manufacturer. Number and title of appropriate Specification Section. Drawing number and detail references, as appropriate. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Architect using a transmittal form. Submittal received from sources other than the Contractor will be returned without action. On the transmittal record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. 1.4 SHOP DRAWINGS: Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Go not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not considered Shop Drawings. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information: Dimensions. Identification of products and materials included. Compliance with specified standards. Notation of coordination requirements. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 12 of 18 Notation of dimensions established by field measurement. Subcontractors shall submit to the General Contractor 1 reproducible and 4 bluelines with 1 reproducible and 1 blue line to the Architect. Contractor will provide prints of marked up sepia as may be required for his use and that of his Subcontractors and suppliers. Final submittal shall be del.ivered to the Architect with sufficient copies so that desired distribution can be made by Contractor, one copy each to the Architect, his consulting engineer where applicable, the Contractor/s field office, his home office, the Record Documents, the fabricator, and any others involved in the submittal. If initial submittal becomes final submittal, provide sufficient additional copies that may be needed to meet these requirements. Where shop drawings are indicated to be submitted for "information only", submit three sets of prints to Architect and retain one set for Project Record Documents. 1.5 PRODUCT OAT A: Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, rough-in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be specially prepared because standard printed data is not suitable for use, submit as "Shop Drawings". Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information. Manufacturer's printed recommendations. Compliance with recognized trade association standards. Compliance with recognized testing agency standards. Application of testing agency labels and seals. Notation of dimensions verified by field measurement. Notation of coordination requirements. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed. Submittal is for information and record, unless otherwise indicated; and therefore, initial submittal is final submittal unless returned promptly by the Architect rnarked with an "action" which indicates an observed non-compliance. Submit copies as above specified for final shop drawings. Where applicable, include additional copies for maintenance manuals. Submit a covering letter to show Contractor's review and action. 1.6 SAMPLES: Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern. Mount, display or package Samples in :he manner specified to facilitate review of qualities indicated. Prepare Samples to match the Architect's Sample. Include the following: Generic description of the Sample. Sample source. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 13 of 18 Product name or name of manufacturer. Compliance with recognized standards. Availability and delivery time. Submit Samples to Architect who will review them solely for kind, color, pattern, and texture, for a final check of these characteristics with other elements, and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed. Where variation in color, pattern, texture or other characteristics are inherent in the material or product represented, submit multiple units (not less than 3), that show approximate limits of the variations. Refer to other Sections for Samples to be returned to the Contractor for incorporation in the Work. Such Samples must be undamaged at time of use. On the transmittal, indicate special requests regarding disposition of Sample submittal. Preliminary Submittal: Where Samples are for selection of color, pattern, texture or similar characteristics from a range of standard choices, submit a full set of choices for the material or product. Preliminary submittal will be reviewed and returned with the Architect's mark indicating selection and other action. Submittal: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation and similar characteristics, submit 3 sets; one will be returned marked with the action taken. Maintain sets of Samples, as returned, at the Project site, for quality comparisons throughout the course of construction. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. Sample sets may be used to obtain final acceptance of the construction associated with each set. Distribution of Samples: Prepare and distribute additional sets to Subcontractors, manufacturers, fabricators, suppliers, Installers, and others as required for performance of the Work. Show distribution on transmittal forms. Field Samples and Mock-Ups: Field Samples and mock-ups specified in individual Sections are full-size examples erected on site to illustrate finishes, coatings, or finish materials and to establish the standard by which the Work will be judged. Comply with submittal requirements to the fullest extent possible. Process transmittal forms to provide a record of activity. 1.7 SELECTIONS SUBMITTAL: Where selections of colors, patterns, textures are specified to be made by the Architect, assemble complete samples of all specified or approved products for all specification sections and submit to Architect. Review specifications and assemble all such samples for a combined single submittal. Indicate on the transmittal the latest date for selections to be made for each item to permit delivery of material in accordance with Progress GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 14 of 18 Schedule. Architect's action is limited solely to the specified selections or rejection of submittal Stems not In accordance with Specifications. Inspection and Test Reports: Where standard tests are specified for products, including equipment, which tests are not performed at the job site, follow procedures for Product Data. For field inspection and tests specified to be performed by independent agencies, such agencies shall transmit directly one copy each to the Architect, his consulting engineer where applicable, and the Contractor with an extra copy for Record Documents. 1.8 TEST REPORT SUBMITTAL: Distribute one copy of test reports by the testing agency as follows: General Contractor's Project Manager General Contractor's Field superintendent Owner Applicable Engineer Architect Other copies as directed. PART 2-PRODUCTS (Not applicable) PART 3-EXECUTION (Not applicable) ADDITIONAL SAMPLES REQUIREMENTS: The Contractor shall arrange for the submittal of up to date samples including a complete range of colors, textures and patterns manufactured for each specific product. Color samples shall be of actual colored material, not photographic reproductions. Larger size samples may be requested once a tentative selection has been made. The Contractor shall verify exact size and thickness of specific items such as carpeting, tile, etc., from actual samples supplied to him by the sub-contractors. Required Shop Drawings: Reinforcing Steel Foundation & Retaining Wall Drainage Pre-Engineered Fabric Structures Required Samples/Submittal: Concrete Mix Design SECTION 01410-TESTING SOIL TESTING The Soil Engineer shall be hired and compensated by the owner to perform all testing except that the cost of re-testing any areas which fail to meet the specifications based on the initial test shall be borne by the General Contractor. During the mass excavation, soils test(s) shall be taken in the areas where roads are to be placed to determine the suitability of the pavement section as pre-designed. See the Civil Drawings and Specifications for further information. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 15 of 18 Site Soils Test(s) shall be made prior to the installation of the footings (at the bottom of the footing) and the placement of roadways (at the bottom of the roadway subbase). The General Contractor shall be responsible for coordinating with the Soils Engineer to see that this is accomplished. The Owner and Architect shall be informed of the date of the testing prior to the testing and the Owner will pay for the testing. Compaction Test(s) shall be made for all structural fill. The General Contractor shall be responsible for coordinating with the Soils Engineer to see that this is accomplished. The Owner and Architect shall be informed of the date of the testing prior to the testing and the Owner will pay for the testing. CONCRETE TESTING The testing agency shall be an independent laboratory selected by the Architect and approved by the Owner. The Owner will pay for the laboratory costs of testing. The Testing laboratory shall take six (6) cylinders for each test; break two (2) at seven days; two (2) at twenty-eight days; retain two (2) for forty-five day break if necessary. During the progress of construction, tests under the direction of the engineer shall be made to determine whether the concrete being produced complies with the quality specified. The General Contractor shall cooperate in the making of such tests by furnishing the labor, cylinders, and concrete required, and providing protection of the specimens against injury or loss through his operations. The General Contractor shall notify the Owner's testing laboratory twenty-four (24) hours in advance of any pour. WELD TESTING (Field Welded Connections) The Owner shall have welds at field welded connections visually inspected. The cost of this testing shall be borne by the Owner. If the connections fail the test, the subsequent costs of testing shall be borne by the Contractor responsible for the welding. BOLTS The Owner shall have bolts at all field bolted connection visually inspected to assure the torque controlled washers or bolts are installed properly. The cost of this testing shall be borne by the Owner. If the connections fail the test, the subsequent costs of testing shall be borne by the Contractor responsible for the welding. SECTION 01500-TEMPORARY FACILITIES All temporary facility and utility costs shall be included in this Section. The General Contractor shall arrange and pay for the temporary connection and provision of electrical power, space heating, and water. All services to the existing building shall be maintained at all times. Temporary storage facilities shall be provided for the purpose of protecting stored materials that may be damaged by storage in the open. The GC shall do no work at any time, nor shall he permit work to be performed, under any conditions unsuited to its perfect execution, safety and permanence. At all times when the temperature is low enough to require it, the GC shall heat and protect any materials subject to injury by cold or frost. Temporary fencing, barricades, sidewalks and walkways shall be provided as shown or required to maintain operation of adjacent facilities for the duration of the construction period or until permanent facilities are in place and accepted by the Owner. Temporary fencing shall be installed around the entire site to secure the site during construction. Temporary fencing shall be open mesh, galvanized fencing, 6'-0" in height, with locking gates. Contractor shall be responsible for the removal of all temporary facilities at the completion of the job and the return of all areas damaged to their original condition before work began. Dust and Noise Control: Dust and noise control shall be provided and shall meet the minimum requirements of the local jurisdiction. GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1-Page 16 of 18 First Aide: Provide First Aide per the requirements of OSHA, The local Health Department and all local jurisdictions. If temporary heat is required for the protection, or expediting of the work before the permanent heating apparatus is available for use, the GC shall provide approved heating apparatus, and shall provide adequate and proper fuel, and shall maintain heat as required for protection, expediting or drying out of the work. The temporary heating apparatus shall be installed and operated in such a manner that the finished work will not be damaged, and any such damage shall be corrected at the GC's expense. The General Contractor shall provide a suitable field office for workmen and for storage of materials and tools. Office shall be properly heated, lighted and ventilated. The GC shall furnish telephone service and facilities in the office. Provide temporary toilet facilities as required to comply with governing health and safety regulations. Provide drinking water for construction personnel through either water supply connected fixtures or by containerized dispensers. Maintain toilet tissue, paper cups, paper towels and other disposable materials appropriate for each location. Provide protection for existing trees and vegetation noted to be protected. Protection to be set at tree drip lines. Protection of existing vegetation (not to be raised) is very important to the Owner. All service line through the undisturbed area(s) outlined in the Civil Drawings shall be approved by the Architect prior to construction of this lines and services. An attempt will be made to miss all clusters, etc. SECTION 01560 -CLEANING UP The General Contractor shall be responsible on a regular basis for the sweeping, brushing, and other general cleaning of the completed work and the removal from the site of debris, surplus material, tools not in active use, and scaffolding or other equipment no longer needed. All trash container rental, hauling and dump fees are to be included in this Section and shall be borne by the General Contractor. The final cleanup shall be done prior to the punchlist being made and shall be done with care, removing all marks, stains and smears. Hard surface floors shall be wet mopped and glass shall be cleaned thoroughly. All items that are stained, smeared, scratched or cannot be cleaned shall be replaced at no cost to the Owner. Snow shall be removed from the building site after each snow storm so as to provide a workable work area for all trades so that each trade can work in a efticient manner. The General Contractor shall include money allowance in their final contract sum for average year (average specific to the site) snow removal. In addition to the overall requirements shown above for the General Contractor, all Sub-contractor's are responsible for their own clean-up. During construction each subcontractor shall remove their own rubbish and leave the building broom clean on a weekly basis. The appropriate Sub-contractor or Sub-contractor's doing the work shall generally clean and remove stains, spots, marks, and dirt from work; clean hardware; remove paint spots and smears from all surfaces and clean all fixtures and equipment. But, the General Contractor shall do final detail careful cleaning for punch list leaving the building clean and ready for Owner's use and occupancy. As soon as practicable after the completion of work and issuance of the final certificate by the Architect, the Contractor shall remove from the Owner's premises all construction equipment, surplus materials, and supplies and the like belonging to him or his Subcontractors. SECTION 01700-PROJECT CLOSEOUT Record Drawings: The General Contractor shall keep one (1) complete set of drawings, including Architectural, Structural, Civil and any other drawings of the Contract Documents, on the premises which shall be an "as-built" record set. All changes in the work from that shown on the original drawings shall be neatly recorded thereon in red pencil. This set shall be turned over to the Architect with the final application for payment. Final acceptance shall be determined as follows: The General Contractor shall provide the Architect with a copy of his own completed punchlist for all areas of the project and for all rooms in the building. The General GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 17 of 18 Contractor shall then give written notice to the Architect three (3) working days in advance of the proposed completion date stating that the work will be 100% completed on that date. All areas on site and spaces Within the building shall be completed and in full working order prior to this request unless other arrangements are made between the G. C. and the Architect. Items and areas found incomplete shall be grounds for rejection of the entire area and/or space. The ArchitecVEngineer is not obligated by contract to provide exhaustive punch list reviews and shall provide review only after the entire building is complete. If the Project requires additional punch list review caused by incomplete work and the building is not completed when the ArchitecVEngineer arrives on site to provide his punch list review, the G.C. shall pay the ArchitecVEngineer for additional trips and for additional reviews on an hourly basis and shall pay for all additional expenses accrued by the ArchitecUEngineer. On the proposed completion date a punchlist review group consisting of representatives of the Owner, Contractor and Architect will conduct a joint review of the building and site. A list will be prepared by the GC of all incomplete and unacceptable items considered essential to the completion and use of the building. When the GC feels that the items on the above list are corrected and/or completed, he will again give written notice as outlined above and another joint review will be made. If additional reviews are necessary due to work still found to be incomplete or unacceptable, the above method will be used for further punch list reviews and the cost of these additional reviews shall be borne by the General Contractor. Note, however that the Architect shall not be required to make review trips if, in his opinion, there are obvious parts of the Work which are unacceptable or incomplete. Upon final acceptance of the Work, the General Contractor shall prepare and submit his final application for payment in accordance with the Contract Documents. The final application for payment shall be accompanied by all undelivered maintenance and operating instructions for each section and Division of the specifications and shall be set-up in the manner of the specifications using the CSI 16 Division System. (3 COPIES REQUIRED BOUND IN HARD COVER 3 RING BINDERS), including schedules, bonds, guarantees, specifications, record drawings, catalogs, certificates of reviews or any other documents whatsoever which are required or provided for by the Contract Documents to be turned over to the Owner. The acceptance by the General Contractor of final payment by the Owner shall constitute a release and waiver of any and all claims whatsoever by the Contractor against the Owner, provided, however, that acceptance of final payment shall not constitute a release or waiver of unsettled claims which had been presented to the Owner in writing prior to the tender of final payment by the Owner. The General Contractor shall provide to the Owner lien wavers for work installed and on site in parallel with the progress of the work with each pay application. Proper completion of any and all requirements herein above set forth shall be a condition precedent to any final payment. END OF DIVISION 1 GARFIELD COUNTY GARFIELD COUNTY ROAD AND BRIDGE SAND SHED Division 1 -Page 18 of 18 r I ,_'~ --, j I I i ' '/ ; I ,(' : / i ?t l / I ' I I i I ' ' ' INDEX BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT 00100 -Instructions to Bidders 00300-Proposal Form 00500-Agreement Forms 00600 -Bonds And Certificates 00700 -General Conditions 00810-Amendments To General Conditions 00820-Supplements to the General Conditions 00860 -List of Drawings DIVISION 1 -GENERAL REQUIREMENTS 01000-General 01020 -Allowances 01030-Alternates 01040 -Coordination 01050-Field Engineering 01060 -Codes, Standards, Reports 01200-Project Meetings 01340 -Shop Drawings and Samples 01410-Testing 01500-Temporary Facilities 01560-Cleaning Up 01700 -Project Closeout DIVISION 13-SPECIAL CONSTRUCTION 13000 -General 13120-Fabric Membrane Covered Structures Parcel Detail Page 1 of2 Garfield County Assessor/Treasurer · Parcel Detail Information A.sses.sor/TreasJJI.er Pm:perty: Search I A~sor Subset Q~\!ITY. I Assessor S~les .S~arch .Clerk .. & Recorder ReceJJtion.Searc.h l'Mcel.Detail I Yalue IJetail I S!l.ks D~tail I Resi.dentialLQ)nun_mial Improvement Detail Land D~tail 1 Phow_graph.s I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 024 II R005347 II 217724100476 II 45.837 I Owner Name and Mailing Address IBOARD OF COUNTY COMMISSIONERS IGARFIELD COUNTY J108 8TH ST STE 213 IGLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:24c6-93 DESC: A TR IN ITHE NE4 CONT 43.63 AC. ROAD & IBRIDGE BUILDING PRE:R247253 BK:755 IPG:542 BK:453 PG:501 BK:1028 PG:8 IBK:1028 PG:19 BK:1154 PG:798 IRECPT:553480 BK:1154 PG:796 IRECPT:553479 Location I Ph~sical Address: 11333 COUNTY RD RIFLE I Subdivision: I I Land Acres: I 0 I Land Sg Ft: I 0 I Section II Township II Range II II http:/ /www.garcoact.com/assessor/parcel.asp?ParcelNumber=2177241 004 76 I I I I I I I I I I I I I 2/26/2008 /I 24 II 6 II 93 2007 Property Tax Valuation Information Actual Value I Land: I Im~rovements: I Total: I I Sale Date: I li========s~al=e ,;;;Pr~ic=e~: I II Assessed Value oil 26011 26oll Basic Building Characteristics Number of Residential 0 Buildings: I Number of Comm!Indl Buildings: 0 No Building Records Found Tax Information No Tax Records Found TJlll ofl'_<J,g~ II I 0 sol sol Ass.eJ>sor Database Seill_Ch Onti9ns I Ireasurer_Database Search Options Clerk~& Recorder Datahase Sear>;h_Qptions Page 2 of2 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -200S Good Turns Software. All Rights Reserved. Database & Web Design by Good_Iurns Sofulrare. http:/ /www.garcoact.com/assessor/parcel.asp?Parce1Nurnber=2177241 004 76 2/26/200S