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HomeMy WebLinkAboutApplication-Permit[ 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. 10977 Parcel No: Locality: Job Address: 7549 cr}OO, (stone quary rd)B?)IIement M~~-a•'--- Use of Building: __ Fire station cc__ __ Owner: Grand Fire Protection Contractor: Kuersten Construction Inc ---·····--·--·· Fees: Plan Check: Septic: ·--·- Bldg Permit: Other Fees: -~·--~~------~"- Total Fees: $ Clerk: ~~JC Date: 6/10/2008 I 2 3 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfie!d-county.GQ!ll {;)5fO Septic: Authority. This application for a Building Pennit must be signed by the Owner of the property, described above, or an authori..-..ed agent. 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. Legal Access. A Building Pennit cannot be issued without proof of legal and adequate access to tl1e property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (l) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the propc1ty identified above, e.g. State or Cmmty Highway/ Road Access or a State Wastewater Discharge Penni!. Void Permjt A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned fur a period of 180 days after commencement. CERTIFICATION I hereby certifY that l have read this Application ru1d that the infom1ation contained above is true and correct I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf{submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Pennit will be issued granting permission to me, as Owner, to construct the stmcture(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration oft he issuance ofthe Building Permit, I agree that I and my agents wi!l comply with provisions of any federnl, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regu!ation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the stmcture(s) and facility(ies), described above, are not in compliance with County Regu!ation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Pennit does not prevent the Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the stmcture(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility fur compliance with federal, state and local laws ru1d County Regulations rest with me and my authorized agents, including without limitation my · and/ or builder. l HEREBY THE NOTICE & CERTIFICATION ABOVE: STAFF USE ONLY Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: P/A Total Fees: Fees Paid: Balance Due: ISDS No & Issued 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 al!IBC 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. 0. for the building identified in the Building Permit. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINJMUM 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: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (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 propos~structure located within the envelope. Yes. __ _ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. / Yes Not necessary for this project __ _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property} Yes_v_ 4. Is the !.S.O.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? / Yes Not necessary for this project. __ v_ 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", "F9f permit issuance only" or similar language? Yes / Not necessary for this project. __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordan~ with the building code or per stamped engineered design? Yes_/_ Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes __ Not necessary for this project / 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearanct?> required between wood and earth? Yes_./_ Not necessary for project __ 9. Do the plans indicate the size and location ofthe ventilation openings for the attic, roof joist spaces and soffits? Yes / Not necessary for this project __ I 0. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds p}lf square foot in Garfield County)? Yes_v_ Not necessary for this project __ 11. Do the play;nclude design loads as required for floor loads under the IBC or IRC? Yes __ Not necessary for this project __ 12. Does the p~include a building section drawing indicating foundation, wall, floor, and roof construction? Yes __ Not necessary for this project __ 13. Is the wind ~eed and exposure design included in the plan? Yes_/_ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters ?ists or trusses? Yes __ Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and be~ Yes __ Not 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 1JPplicable zone district for building height maximum) Yes_./_ Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications ~hase 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 __ Not necessary for this project __ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms ,,!lor 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 ventilati)m 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 glazing f9r these areas? Y es_v_ Not necessary for this project __ 22. Do the plans jln;lude a complete design for all mechanical systems planned for installation in this building? Yes __ /_ 1-. NTo 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 OKapter 3) Yes_./_ ·Not necessary for this project'---- 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes_./_ Not necessary for this project __ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan?/ Yes __ Not necessary for this project __ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexgs are employed, facilities for both sexes? Yes_/_ Not necessary for this project __ 27. Do the plans)ndicate that restrooms and access to the building are handicapped accessible? Yes_./_ Not necessary for this project __ 28. Have two ~omplete 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 requiremynts? Yes_./_ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfi!}!'d 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 ~e supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes __ _ 32. Do you understand that approval for design and/or construction changes are required prior to the imple~tation 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 "Road~ct" fees required, at the time you pick up your building permit? Yes A /lc-~_..,....//,.,1 16 ~)..._..,., .If/..,;.._ (r;r.,. c.J.,'<*) ,40 ~r. 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final in~ction 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 Agenymd 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 7:30 a.m,aJid 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes_/_ 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 r~nspection 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 a Notice to Proceed; a permit from the federal government or any combination. You can co~e Road & Bridge Department at 625-8601. See Phone book for other agencies Yes __ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perfol'l)l"insta"ilations and hookups? The license number will be required at time of inspectiort'. 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 permit ap,~>lication? 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? / Y es_V_ (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¢" a building permit that you will be required to obtain a grading permit? Yes _/_ 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 10 persons as per Section 1004 of the IBC to prepare the plans and specificati6ns for the project. Yes_./_ Not Necessary for this project _____ _ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ob;~ Signature .&c.a.:;;;;Jt~/i..,t 4;::;; .?.t..:::. Date Phone: ?ZO·ib.Z.Y&.Z.Igdays); (evenings) Project Name:6ro.n.d u:J le.y Rre. frt>Je4bov... 'i)'~ 1-r /d- Project Address: C>l .f"/'l JC<> rJ {;f(;)Ae q>~.~. .... rr'::/ /?d J 1!:.4-'tfte. ~ t-...+-11-te. 5«- 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 Dave Mead From: Sent: To: Richard Carter [richcarter@rof.net] Friday, July 31,20091:11 PM Dave Mead Cc: Subject: Nick Brown; Chance Warren; David A. Blair, Fire Chief Grand Valley Fire Station David - Please read below for clarification on the non-commercial vs. commercial kitchen requirements for the new Grand Valley Fire Protection District fire station in Parachute. Thanks David Rich Richard Carter Johnson-Carter Architects, PC 136 East 3rd Street; Suite B Rifle, co 81650 (970)625-0580 * (970)625-0581 fax -----Original Message----- From: Nick Brown [mailto:nick@kuerstenconstruction.com] Sent: Thursday, June 19, 2008 2:40 PM To: aschwaller@garfield-county.com; 'Dave' Cc: 'Richard Carter'; gvfpd@sopris.net Subject: FW: Retail Food License for a Fire Station No Kitchen Permit. See below. Nick Brown Ph: 970-625-8210 Fax: 970-625-8211 Cell: 970-309-3120 nick@kuerstenconstruction.com -----Original Message----- From: Aaron Doussett [mailto:Avdousse@smtpgate.dphe.state.co.us] Sent: Thursday, June 19, 2008 2:18 PM To: nick@kuerstenconstruction.com Subject: Retail Food License for a Fire Station Nick, This email is to follow-up on our conversation regarding the need to license a kitchen located within a fire station. Only those kitchens that serve the public would need to be licensed. A fire station does not meet this definition, and therefore, would not be licensed. Also, per the Food Protection Act, any non-profit organization may utilize their kitchen for a public event if the frequency of events does not exceed 52 times per year (in other words, one day per week). This allows, for example, churches to hold pot lucks for the public, etc.! So in the context of the fire house kitchen, periodic events (less than 52 per year) for the public that may use the kitchen such as pancake breakfasts, CPR classes, etc. would be allowed an not need to be licensed. 1 Assessor's Parce.l No. 2407 -172-00-0ol - Date -~6~/1.!!!.0/~20""08'L.-_ lNG PERMIT CARD Job Address _ _j~:!ffi~:tii!~~mucm:~B!l!!attt!!llil!em:rue~n!i_t M~S!;!.a ____________ _ Owner Grandi Valley Fire Protection Address box 1777 s. Battlement Parkwa:f'hone # 285-9119 · .·· .Contractor Kuersten Const. Inc. Address 0013 powerline rd, rifle Phone # 625~t~~~ BUILDING PE GARFIELD COUNTY, COLORADO INSPECTION Will NOT B!E MADE UNLESS THiS CARD IS !POSTED ON THE JOB MIT Date Issued _____,{p,_-fi"-~"'-0--'Z ____ Permit No.__L(f{~f_._f _____ _ AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said reguliitions 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 department and IMMEDIATELY BECOME NULL AND VOID. Addressor Legal Description:l'S!B__(/" 3"00 ney t1l!Qilt{/J BIJ?es1 Owner M{(Hd J/t/1/ft{ 7fie ,/l;kd-;;;;;-Contractor_.if.=ve.='rS/ii('-"'1<"'---"-{lp"'-'l'l"-'~"--· __ _ Building Permit Type _________________________________ _ This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing g--n· ors ~u& -lt!J!V:~!Y.! Underground Plumbing 9-() ').-D '?) /(JM Gas Piping c-!l-o1 ~ Electric Rough (by State Inspector) Driveway Elec!ric Final (~e inspector) 0 ~r 7 -o-j (PdoctoFin'l) 1! fr F/N4>-{)}< Se~ Fiz; ~ ;17Pk, tOd::! 7-?rJ-vcr lf.-tf-oi{-etL-ro f"OvR--'ltz,.A,~..0!-..l<S ~.l z-;r-.r r<>cl .:Z~ii')'J4'\~ ""''<' ('lou Must Call For Finallnspect~on) Notes (Prior to Framing) Framing £)MI (to include Roof in place & Windows & Doors installed & Firestopping in place) APPROVED Date THIS PERMIT IS NOT TRANSFERABLE For Inspection Cail970-384-5003 Office 970-945-8212 108 8'l:h Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD tJ..to-OK By T.Jonnll#l.l_ik_ __ PROTECT PERMIT FROM WEATHER DlMAGE (DO NOT LAMINATE) NOTES 11115Ettt=NT fo<:2J'ffe.-? ft;~vdi<!& frrp-&, -;;;los t9nL. of llp('Q'L feDTel% · "'~ ~ .... \-· G-rwHk 1RS ,,Jc. j ot>,o9 o'v. 'f-)-of5 fJv.A J l2'-t\/>3~G E>'TE<I.X<.Q. U?pe.\1. \i;,,,-,e_~;,:;.,,_,-:..__t1:...~.c::8:_-_D_:'6_ic:_)_r¥'_· -------------- ~t~~ ?ws~\:c~~-~---------.---------------------------- ;;;;:J';w!,;"t::r;;; ~<:./;,_) oi: ~ ' L0,u., &~ flz."-""...l~£e-"'.,., B"' ~---=3'-J --==o-='i!____l.>!JM.'-"-''-------------- 13J~ t£.~ /J-/5'-D/} ~ ~ r/; waffi. 11-;/o-og ~ C. -/7-o 't ,R,o f? P !!'A/ A/./. o t-{ <;?.CO 2-f?J -o "1 /'Lq,e: -z;i'.$/. c/C <:;/'-"'c{ . COUNTY OF GARFIEI,D-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 7 s-t-. L C £ 3 o 0 Permit No. _-£/.-""o_9"--L..Z__LZ _________ _ I have this day inspected this structure and these premises and found the following corrections needed: 7-5 50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby no 1 at the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 7-Z-s-20 C8 Building Inspector fyC~ ~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Z.s-7!-7" cl(, -;>oo Permit No. / O<f' Z 7 I have this day inspected this structure and these premises and found the following corrections needed: /S l<c~ .12£'1 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date Z ~ / c::::;; COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 7 .$""? 7 Cl(. 3 o o Permit No. / & ? 7 7 ' I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. Wh<i!n correction(s) have been made, call for inspection at 970-384-5003. Date (-Z:9' 20 CJL_ Building Inspector ~ ~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at z;s---_,:. f C/(, ::3 0 o Permit No. ,/c:J '?'7 Z I have this day inspected this structure and these premises and found the following corrections needed: rJ ,X L...~A I(? //(/ /{.ooP f?/f)II/Jf15 0: 7*1£5; ;;;;-&1#.5/fccr;-- 50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. 20 e:>"'?' Building Inspector ___s~~~~~:_{:~~~~=-::::~~=::::==-­ Phone (970) 945-821 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Joblocatedat z..s-1=? c;t, .$<!?0 Permit No. /&2' Z Z I have this day inspected this structure and these premises and found the following corrections needed: Wh(ln correction(s) have been made, call for inspection at 970-384-5003. Date '2..-/3 Building Inspector _::::;;~~~:_.u,:.d2!~~~====-­ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at t://Z: <f-5/tW'e QttliiCI(_/ Permit No. /'a f Z 7 I have this day inspected this structure and these premises and found the following corrections needed: ...........--: ' ~I for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date L-,_-z:_~ 20 t5l r C' Building Inspector c;::;:::::'...--&:~ ~~ Phone (970) 945-8212 f Bill Ritter, Jr. GOVERNOR Peter A. Weir EXECUTIVE DIRECTOR Colorado State Patrol Colorado Bureau of lnvesligation Division of Criminal Justice Office of Preparedness, Security, and Fire Safety COLORADO DEPARTMENT OF PUBLIC SAFETY July 31, 2009 Rob Ferguson Deputy Fire Chief-Operations Grand Valley Fire Protection District Division of Fire Safety Kevin R. Klein, Director 9195 E. Mineral Avenue, Suite 234 Centennial, CO 80112 TEL (720) 852-6735 FAX (720) 852-6756 RE: Fire Sprinkler System Approval for the new Grand Valley Fire Station Rob, and To Whom It May Concern: Having received verification from you on July 10, 2009 that all painted fire sprinkler heads had been replaced and the water-flow hom/strobe 'latching' correction had been completed, I give Final Approval for the Fire Sprinkler System at the new Grand Valley Fire Station located on Stone Quarry Rd. in Parachute, Colorado. Any questions or concerns, please feel free to contact me. Sincerely, David Chadwell Fire Safety Inspector Colorado Division of Fire Safety 303-913-2256 david.chadwell@cdps.state.co.us If this does not answer your question or generates more questions, let me know. Regards, Aaron Doussett, REHS Zoonoses Program Specialist Environmental Protection Specialist II CDPHE -Consumer Protection Division 4300 Cherry Creek Drive South Denver, Co. 80246 Office 303-692-3629 aaron.doussett@state.co.us ~~~~7 Information from ESET NOD32 Antivirus, version of virus signature database 4292 (20090730) The message was checked by ESET NOD32 Antivirus. http://www.eset.com 2 FIRE ALARM SYSTEM RECORD OF COMPLETION To be completed by the system installation contractor at the time of system acceptance and approval. 1. Protected Property Information ::::s::prope~/ ~;~;rcryv~i/J(~So~ r>t/7 ~~ -it; Description of property: rt ltC s~ ON Occupancy type: /.3:> Name of property representative: PA:t/~ .l? ... :: Address: s~c M il;?Ot,.V~ Phone: Fax: E-mail: Authority having jurisdiction over this property: Phone: Cj)O·cJ?:;--77// Fax: 2. Fire Alarm System Installation, Service, and Testing Information Installation contractor for this equipment: f:Jc. c~.:-z.-. Yl ~ I' llc~ l e v77 t1 ,J / .:;t::::;!VC-. Address ?'::?'-/ d{y"2, f2::{). IPI'L:-A-<J..O :::lvt,.v'C-T?t>,._) /f2--D •• j-";5(>$- Phone: q70-CI3i.f-'(?@3 Fax: C(?O-{j?t.(.-:cff-i);;t.E-mail: (2 . .£.§.-fft'f?''P iLif!A&·e&t-F!t1~,C. Service organization for this equipment: £(l(c_~"''..-r-t /VC f' /'1.--~C--17 orJ :z:,J' (!__, I' Address: Phone: Fax: E-mail: Location of as-built drawings: /hA-; tV, fJ/hJ~"f-.. Location of Historical Test Reports: Location of system operation and maintenance manuals: /)")A-; A/ . (>11-lJ.£:"2.__ . . . . . A contract for test 'J.nd inspection in accordance with NFPA standards is in effect as of {;( ~~D 7 Contracted testing company: lf¥C-£:?.-.. 0 /1-C {.) ~~ ::;i::;vC--.-· r-J Address: S/-hv£ /1:3 /h9ov.:::- Phone: Fax: Contract expires: Contract number: 3. Type of Fire Alarm System or Service NFPA 72®, Chapter Reference of System Type: E-mail: Frequency of routine inspections: +-4,1·~ Name of vrganization receiving alarm signals with phone numbers (if applicable): r::r.1.-£ 5t(s ~ Alarm: /1-1 &N/ 7Pfttwt; 6'77t17i>:N Phone: J" P-0 -d 7 </ -9 s-o L( SUpervisory: /I Phone: TrOuble: Phone: Entity to which alarms are retransmitted: Phone: Method ofretransmission of alarms to that organization or location: l};t L.--t;V£5. Copyright© 2009 National Fire Protection Association. This form may be copied for individual use other than for resale. !I may not be copied for commercial sate or dislribuUon. If Chapter 8, note the means of transmission from the protected premises to the central station: ~igitalalarmcommunicator OMcCulloh DMultiplex 02-wayradio D 1-wayradio ON/A If Chapter 9, note the type of connection: 0 Local energy 0 Shunt 0 N/A 3.1 System Software Operating system (executive) software revision level: Lf, 0 2. Site-specific software revision date: Revision completed by: 4. Signaling Line Circuits Characteristics of signaling line circuits connected to this system (see NFPA 72 ®, Table 6. 6.1 ): Quantity: Style: Class: 5. Alarm-Initiating Devices and Circuits Characteristics qfinitiating device circuits connected to this system (see NFPA 7219, Table 6,5): Quantity: I Style: Class: 5.1 Manual Initiating Devices 5.1.1 Manual Pull Stations Number of manual pull stations: ~ Type of devices: ~Addressable 0 Conventional 0 Coded D Transmitter 0 N/A 5.2 Automatic Initiating Devices 5.2.1 Area Smoke Detectors Number of smoke detectors: 13 Type of coverage: 0 Complete area ~artial area D Nonrequired partial area D N/A Type of devices: @"Addressable 0 Conventional 0 Coded 0 Transmitter D. N/A Type of smoke detector sensing technology: D Ionization ~hotoelectric 5.2.2 Duct Smoke Detectors Number of duct smoke detectors: 7 Typeofcoverage: t.Tvi. UAJ!/S / ·-7 Type of devices: ~ddressable 0 Conventional 0 CoQed 0 Transmitter 0 N/A Type of smoke detector sensing technology: 0 Ionization 0 Photoelectric 5.2.3 Heat Detectors Number of heat detectors: Type of coverage: 0 ComPlete area ~artial area 0 Nonrequired partial area 0 N/A Type of devices:® Addressable 0 Conventional 0 Coded 0 Transmitter 0 N/A 5.2.4 Sprinkler Waterflow Detectors Number of waterflow detectors: I Type of devices~ Addressable 0 Conventional 0 Coded 0 Transmitter ON/A 5.2.5 Alarm Verification Number of devices subject to alann veri.fication: Alarm verification on this system is@Enabled D DiSabled 0 Set for 6. Supervisory Signal-Initiating Devices and Circuits 6.1 Sprinkler System Number of valve supervisory switches: !3 15"' seconds 3 Type of devices: ®Addressable 0 Conventional 0 Coded D Transmitter D N/A NFPA 72, 4.5.2.1 {p. 2 ()'[ 5) Copyright@ 2009 National Fire Protection Association. This form may be copied for individual use other than for resale. II may not be copied for commercial sale or distribution. 6.2 Fire Pump Type of fire pump: D Electric 0 Diesel Type of fire pump supervisory devices: 0 Addressable D Conventional D Coded-D Tfansmitter D N/A Fire Pump Functions Supervised 0 Fire pump power 0 Fire pump running 0 Fire pump phase reversal D Selector switch not in auto D Engine or control panel trouble D Low fuel Other: 6.3 Engine-Driven Generator Type of generator supervisory devices: 0 Addressable 0 Conventional D Coded D Transmitter D N/A 0 Engine or control panel trouble 0 Generator running D Selector switch not in auto D Low fuel Other: 7. Annunciators 7.1 Annunciator 1 ~ocal D Remote TypeAddressable 0 Directory 0 Graphic 0 N/A 7.2 Annunciator 2 0 Local 0 Remote Type: 0 Addressable 0 Directory OGraphic 0 N/A 7.3 Annunciator 3 0 Local D Remote Type: 0 Addressable 0 Directory 0 Graphic 0 N/A 8. Alarm Notification Devices and Circuits 8.1 Emergency Voice Alarm Service N( A- Location: f\'t 4-IN Location: Location: Number of single voice alanu channels: Number of multiple voice alann channels: Number of speakers: Number of speaker zones: 8.2 Telephone Jacks Number of telephone jacks h1stalled: Number of telephone handsets stored on site: Type of telephone system installed: D Electrically powered 0 Sound powered D N/A 8.3 Nonvoice Audible System Characteristics ofnot{fication device circuits connected to this system (see NFPA 72®, Table 6.5): Quantity: • Style: Class: B 8.4 Types and Quantities ofNonvoice Notification Appliances Installed Bells: With visual device: Horns: 13' With visual device: Chimes: With visual device: Bells: With visual device: Visual devices without audible devices: Other (describe): NFPA 12, Fig, 4.5.2.1 (p. 3 of 5) Copyright© 2009 Naijonal Fire Protection Association. This fonn may be copied for individual use other than for resale, !l may not be copied for commercial sale or distribution. 9. Emergency Control Functions Activated D Smoke management or smoke control ~old-open door releasing devices 0 Door unlOcking 0 Elevator recall 0 Other 10.System Power Supply 10.1 Primary Power Nominal-voltage: /2P vA--c....-Amps: Overcurrent protection: Type: Amps: Location (of primary supply panelboard): fVI /-h tV P/i7VC'L-- Disconnecting means locat~on: /]J,IJ-~~ 10.2 Secondary Power Location: /),I'J-TV_'?k Type: !3~ ,;;.._ Nominal voltage: O<'L/ .. VQCeurrent rating: Number of standby batteries: Location of emergency generator: ,,_.,-(4 Location of fuel storage: 1'\/ I fr Calculated capacity of secondary power to drive the system In standby mode: 11. Record of System lnstallati(ln Amp hour rating: In alann mode: Fill out after all installation is complete and wiring has been checkedfor opens, shorts, groundfaults, and improper branching, but before conducting operational acceptance tests. The system has been installed in accordance with the following NFPA standards: (Note any or all that apply.) @NFPA 72® · (jj/J::NFPA 70'", Article 760 ~anufacturer's published instructions 0 Other (please specify): System deviations from referenced NFPA standards: Signed: ~~in ted name: !J.,., .fl... (C.:, H.- Organization: i!f.k.?'-~ nt~rCTitle: lCrvt.-- Date: ~ /'( ~ '( Phone: 9 ? O _ 'it"_;,-->? 0 / 12. Record of System Operation All operational features and functions of this system were tested by or in the presence of the signer shown below, on the date shown below, and were found to be operating properly in accordance with the requirements of: ~ NFPA 72® ~FPA 70®, Article 760 ~Manufacturer's published instructions 0 Other (please specify): 0 Documentation in accordance with Inspection and Testing Form (Figure 1 0.6.2.3 of NFPA 72~ is attached ~=:~atio(Ji;j v~~d :;:: !:;~ Phon:ate: C( ;!t/4:->?o I hi!--~. NFPA 72, Fiq. 4.5.2.1 {p. 4 of 5j Copyright© 2009 National Fire Protection Association. This form may be copied for individual use other than for resale. It may not be copied for commercial sale or dlstribu(ion. 13. Certificaiions and Approvals 13.1 System Installation Contractor This system ;;,spec~d;ere;,has b:znstalled and tested accordmg to all NFPA standards c1ted herem ... · .... · Signed: /LA/( ... · ... ' ... L/{ 7f"l ' Printedname: /? .... · ... IZ-... f. c····H····· Date: .... 6 .. (q·l····· .. lc .... o ....... cr-.... . Orgamzat!On: t;xc IfF" c_. T1tle: & ~ .~ /f:Pv~ Phone: f 1' 0 _, ~f S"-S'""?t? f Pr"~ 13,2 System Service Contractor '"j*alle:::~e:::::~cozto;;,I1:P/~standards cited~:::in ..... G /¥>/o 9 ~ ,C: f 4C'" Title: fP f1A_ f!h--~ Phone: Cf l 0 -<(S'S ~ s;""l?O I Signed: Organization: 13.3 Central Station Signed: will be monitored according to all NFPA standards cited herein. ~Printed name: /2. . /1.. I C/'f Organization: /2.X._~ {:-(i'l-C Title: G IV{_ 4-7.-,/1-,'l.-~V<-: 13.4 Property Representative I accept this system as having been installed and tested tO its specifications and all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 13.5 Authority Having Jurisdiction I have witnessed a satisfactory acceptance test of this system and find it to be installed and operating properly in accordance with its approved plans and specifications, its approved sequence of operations, and with all NFPA standards cited herein. Signed: . ~~-Pri11ted name: ,£:e<!j2::/ ffil?ii)rc.-Date: !.., I<;'" jb<'/ Organiz~;,-(;~fD · ... ··.. Title: De.tdy rhR.i' CW!OrF Phone /7o · ;;)?!f-{J{J NFPA 7.?, Fio 4.5.2.'1 (P-[)of !)j Copyright@ 2009 National Fire Protection Association. This form may be copied for individual use other than for resale. It may not be copied for commercial sale or distribution. Inc. l/22/2009 Kuersten Construction, LLC 0013 Powerline Rd. P.O. Box 1530 Rifle CO, 81650 Attention: Chance Warren/Nick Brown Fax: 970/285-9407 (site) Job Name: GVFPD Station #1 Job Number: 08-3058 Serial Letter: 002 Email: chance@kuerstenconstruction.com/nick@kuerstenconstruction.com Re: Rough In (FC01 area) Dear Chance/Nick, This is to notify you that Dean Smith of the Colorado Division of Fire Safety completed his inspection, and approved the Rough-In fire sprinkler piping system on 1/21/2009. -~----y~.'~ /:j;::;u.g:;.-~. {_/Y Richard A. Coltrinari Excel Fire Protection, Inc. 834 21 % Road Grand .Junction, CO 81505 Phone: (970) 434-4803 Fax: (970) 434-0802 Aug 04 09 07:388 Douglas Young 970-434-6988 p.9 WEST SLOPE TESTING & INSPECTION LLC 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Fax Transmittal To: David Mead @ Gurileld County Building Dept Date: 8-4-09 Fax#: 1-970-384-3470 From: Doug Young Number of pages sent including cover page: 9 Message: Please find faxed copies of special inspection reports for Grand Valley Fire station project. Thank You; Doug Young Aug 04 09 07:35a Douglas Young West Slope Testing & lnspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 1 0-14-08 Inspection Report Client: HP Geotech (Job #HP 108 218B) Project: Grand Valley Firestation Address: Battlement Mesa General Contractor: Kuersten Concrete Contractor that Performed Work: Garfield Steel 970-434-6988 Inspection of shop fabrication or field work at job site: Shop p.1 Report #1 Page I uf I Report: Verified shop welders were qualified per AWS Dl.l Structural Welding Code & utilizing prequalified welding procedures. Visually inspected the shop welding at the beams & columns piece marked 120A, 120B, 120C, !50A, and 150B. The welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS D 1.1 Structural Welding Code. .:f!.~' B,. ilt~ rtl'' Inspector/Technician: Douglas E Young · . ·~~.L:~ u~·. ; ~I~ '''-,~/ ::::;p· Aug 04 09 07:35a Douglas Young 970-434-6988 p.2 West Slope Testing & Inspection 3177 Glcndam Dr. Report#2 Grand Junction, CO 81504 Phonc:970-434-6988 Cell: 970-260-2844 Date: 11-11-08 Inspection Report Client: HP Geotech (Job #HP 108 218B) Pro,jcct: Grand Valley Firestation #I Address: 7549 Stone Quarry Rd. Battlement Mesa, CO Building Permit No.: 10977 General Contractor: Kuersten Concrete Contractor that Performed Work: Pinnacle Constructors Inspection of shop fabrication or field work at job site: Field Page I of I Report: Visually inspected the on site field welding at the joist & beam seat to embed/wall connections, some of the bar joist to beam & seat connections, beam pocket connection welds, most of the deck attachment puddle welds, and high strength bolting at the beam & column connections main floor level grids 08 to 12. The welding & high strength bolting inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspeoetor/Tocbnician: Douglas U Young Aug 04 09 07:35a Douglas Young West Slope Testing & Intlpection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 nate: ll-24-08 Inspection Report Client: HP Gcotcch (Job #HP 108 218B) Project: Grand Valley Firestation #1 Add1·e:s:s: 7549 Stone Quarry Rd. Battlement Mesa, CO Building Permit No.: 10977 General Contractor: Kuersten Concrete 970-434-6988 Contractor that Performed Work: Pinnacle Constructors Inspection of shop fabrication or field work at job site: Field p.3 Report#3 Page 1 of 1 Report: Visually inspected the on site field welding at the ledger angles to wall embeds, joists to beams & embeds, and beams to wall embeds upper floor level except for some of area grids E to F & rooflevel 01 to 04. The welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code. Inspectorrfeehnieian: Douglas E Young Aug 04 09 07:36a Douglas Young West Slope Te;;~ing & Inspection 3177 Glcndam Dr. Grand Junction, CO S 1504 Phune:970-434-6988 Cell: 970-260-2844 Date: 12-8-08 Inspection Report Client: HP Geotech (Job #HP 108 218B) Project: Grand Valley Firestation #1 Address: 7549 Stone Quarry Rd. Battlement Mesa, CO Building Permit No.: 10977 General Contractor: Kuersten Concrete 970-434-6988 Contractor that Performed Work: Pinnacle Constructors Inspection of shop fabrication or field work at job site: field p.4 Report#4 Pagel of 1 Report: Visually inspected the field welding at the tube bracing connections foundation to roof levels grids 02 to 03. Visually inspected most of the floor deck attachment puddle welds upper floor level & mezzanine floor level at the North area. Also visually .inspected the roof deck attachment puddle welds grids 02 to 03 & at most of area grids 04 to 08. Visually inspected the high strength bolting at the steel connections same area as decking above. Visually inspected the field welding at the ledger angle to wall embeds bottom side (top side welds were already covered with decking) mezzanine floor level at the North area. The welding & bolting inspected above appeared to be in significant confonnance with the drawings & details, and appeared to meet the quality requirements of the AWS Dl.l Structural Welding Code & the AlSC Specification for Structural Joints Using ASTM A325 or A490 Bolts. ,A~ Inspector/Tecbnician: Douglas R Young ~· 'V) Itt 1 · ~$1.\'00N AA11n1~.' .. · .. ··· CWI/. '< .. , ' Aug 04 09 07:36a Douglas Young West Slope Testing & Inspection 31 77 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Date: 12-18-08 & 12-23-08 Client: I-TP Geolech (Job #HP 108 218B) Project: Grand Valley Fire station # 1 Address; 7549 Stone Quarry Rd. Battlement Mesa, CO Building Permit No.: 10977 General Contractor: Kuersten Concrete 970-434-6988 Contractor that Performed Work: Pinnacle Co11structors Inspection of shop fabrication or field work at job site: Field p.5 Rcport#5 Page 1 of 1 Report: Visually inspected the field welding at the remainder of the tube bracing connections foundation to rooflevels. Visually inspected the field welding at the long span joist girders to embed plates North area & at most to the bar joists to beams & ledger angles high rooflevel. Visually inspected the field welding at most of the deck suppmt ledger angle to wall embeds roof level North area. Visually inspected the roof deck attachment puddle welds North area & at most of the other remaining roof areas not inspected at an earlier date. Visually inspected the high strength bolting at the steel connections same area as decking above. The welding & bolting inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the AWS Dl.l Structural Welding Code & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Note the area at the far North side of the building was not yet completed & will need to be inspected at a later date. Aug 04 09 07:37a Douglas Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434·6988 Cell: 970-260-2844 Date: 2-25-09 Inspection Report Client: HP Geotech (Job #HP 108 218B) Project: Grand Valley Firestution #1 Address: 7549 Stone Quarry Rd. Battlement Mesa, CO Building Permit No.: 10977 General Contractor; Kuersten Concrete 970-434-6988 Contractor that Performed Work: Pinnacle Constructors Inspection of shop fabrication or field work at job site: Field p.6 Report#? Page 1 of l Report: Visually inspected the field welding & high strength bolting at the steel connections & deck attachment Hose Tower roof area. Visually inspected the field welding & high strength bolting at the stair, landing, and railing connections for the stairways Hose Tower, Mezzanine, and South interior stairway. The welding & bolting inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the AWS Structural Welding Codes & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts except as noted below. I) Noticed some of the angle seat/clip to embed connection welds needed completed as per details at Hose Tower stairs. 2) Noticed one area of decking needed pushed down & welded at the Hose Tower roof area. 3) Noticed an anchor was missing at one of the stair support channel to concrete wall cotmeetions interior stairway main tloor level. The appropriate parties were made aware of these items & they will be reinspected at a later date. lnspector/Tel:hnician: Douglas E Young Aug 04 09 07:37a Douglas Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-69~S Cell: 970-260-2844 Date: 3-2-09 & 3-6-09 Inspection Report Client: HP Geotech (Job #HP 108 218U) Pro.iect: Grand Valley Firestation # 1 Address: 7549 Stone Quarry Rd. Battlement Mesa, CO Building Permit No.: 10977 General Contractor: Kuersten Concrete 970-434-6988 Contractor that Performed Work: Pinnacle Constructors Inspection of shop fabrication or field work at job site: field p.7 Report#8 Page 1 of 1 Report: Reinspected the welding & bolting at the items noted in the last report #7. The welding & bolting reinspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Structural Welding Codes & the AlSC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Aug 04 09 07:38a Douglas Young 970-434-6988 p.8 West Slope Testing & InspectionHt. 3177 Glendam Dr. Report#6 Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Final Inspection Report Date: 1-6-09 Client: HP Geotech (Job #HP 1 08 218B) P1·oject: Grand Valley Firestation #1 Address: 7549 Stone Quarry Rd. Battlement Mesa, CO Building Permit No.: I 0977 General Contractor: Kuersten Concrete Contractor that Performed Work: Pinnacle Constructors Inspection of shop fabrication or field work at job site: Field Page 1 of 1 Report: Visually inspected most of the field welding at the joist & deck support ledger angle to wall embed connections & at most of the bar joist to beam & ledger angle connections rooflevel. Visually inspected some of the roof deck attachment puddle welds & visually inspected the high strength bolting at the steel connections. Area inspected above was at the far North East side of the s1:!ucture. The welding & bolting inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Snuctural Welding Codes & the AISC Specification for Snuctural Joints Using ASTM A325 or A490 Bolts. To the best of my knowledge this completes the special inspections of the s1:!Uctural welding, high strength bolting, and steel frame details as outlined & described in inspection reports #I thru #6. Inspector/Technician: Douglas E Young Page 1 of2 Andy Schwaller From: Richard Carter [richcarter@rof.net] Sent: Monday, September 29,2008 10:15 AM To: Andy Schwaller Subject: RE: GVFPD Andy- Here are the following building element types as per table 601. Structural frame All steel and masonry structure (no combustibles) Bearing walls Interior Exterior All steel and masonry structure (no combustibles) All steel and masonry structure (no combustibles) Non brng walls/partitions Exterior Non brng walls/partitions Interior Floor construction Roof construction I hope this is what you were looking for. Thanks Andy Rich Carter EJ cid:image001.jpg~ ----~J Richard Carter Johnson-Carter Architects, PC 136 East 3rd Street; Suite B Rifle, CO 81650 (970)625-05.80 * (970)625-0581 fax All steel studs All steel studs All concrete slabs or steel system w/concrete topping All steel construction From: Andy Schwaller [mailto:aschwaller@garfield-county.com] Sent: Monday, September 29, 2008 8:56AM To: Richard Carter Subject: RE: GVFPD Wow, a fire district trying to duck out of fire code requirements. Please verify that the various noncombustible construction requirements for the various building elements meet the liB classification as outlined in Chapter 6 of the IBC. Thanks, Andy From: Richard carter [mailto:richcarter@rof.net] Sent: Wednesday, September 24, 2008 3:42 PM To: Andy Schwaller 12/8/2008 Subject: GVFPD Andy- Below is the reasoning behind changing the Grand Valley Fire Protection District Fire Station construction type from a VB to a liB: Page2 of2 We need to accurately reflect the Building Construction Type so we can use the correct fire flow requirement from Table B105.1. As it is now, a VB rating, with 33,611 sq.ft, requires a fire flow of 5,000 gpm for a duration of 4 hours. Using the allowable 50% reduction for a fully sprinklered building, the requirement drops to 2,500 gpm for a duration of 2 hours. According to Table C105.1, the minimum number of hydrants required for 2,500 gm is 3. If we hope that Grace Homes (development across the street from the fire station) is moving as fast as we would want them too, the third hydrant will be placed across from the station within the other required distance of "225' from any point on street or road frontage to a hydrant". If we correctly identify that the building is of Type liB construction, the fire flow requirement drops to 4,000 gpm for a duration of 4 hours. Using the allowable 50% reduction for a fully sprinklered building, the requirement drops to 2,000 gpm for a duration of 2 hours. According to Table C1 05.1, the minimum number of hydrants required for 2,000 gpm is 2, which we currently have and do not have to depend on any other development having to provide, nor do we have to install our own third hydrant. The two hydrants that we are placing are within 450 feet of each other and all points along the street or road frontage are within 225 feet of either hydrant. Attached are the applicable tables. Thanks for your help on this Andy, I really appreciate it. Rich Carter 10 cid:image001:l~ l_ __/ Richard Carter Johnson-Carter Architects, PC 136 East 3rd Street; Suite B Rifle, co 81650 (970)625-0580 * (970)625-0581 fax 12/8/2008 Page 1 of 1 Andy Schwaller From: Sent: To: Subject: Richard Carter [richcarter@rof.net] Wednesday, September 24, 2008 3:42PM Andy Schwaller GVFPD Attachments: Appendix B.jpg; Appendix B, Table B105.1.jpg; Appendix C.jpg Andy- Below is the reasoning behind changing the Grand Valley Fire Protection District Fire Station construction type from a VB to a liB: We need to accurately reflect the Building Construction Type so we can use the correct fire flow requirement from Table B105.1. As it is now, a VB rating, with 33,611 sq.ft, requires a fire flow of 5,000 gpm for a duration of 4 hours. Using the allowable 50% reduction for a fully sprinklered building, the requirement drops to 2,500 gpm for a duration of 2 hours. According to Table C105.1, the minimum number of hydrants required for 2,500 gm is 3. If we hope that Grace Homes (development across the street from the fire station) is moving as fast as we would want them too, the third hydrant will be placed across from the station within the other required distance of "225' from any point on street or road frontage to a hydrant". If we correctly identify that the building is of Type liB construction, the fire flow requirement drops to 4,000 gpm for a duration of 4 hours. Using the allowable 50% reduction for a fully sprinklered building, the requirement drops to 2,000 gpm for a duration of 2 hours. According to Table C105.1, the minimum number of hydrants required for 2,000 gpm is 2, which we currently have and do not have to depend on any other development having to provide, nor do we have to install our own third hydrant. The two hydrants that we are placing are within 450 feet of each other and all points along the street or road frontage are within 225 feet of either hydrant. Attached are the applicable tables. Thanks for your help on this Andy, I really appreciate it. Rich Carter ' R=-ic"'"""ha~r~dc-:c"""a~rt"'"""er___j Johnson-Carter Architects, PC 136 East 3rd Street; Suite B Rifle, CO 81650 (970)625-0580 • (970)625-0581 fax 12/8/2008 Page 1 of 1 Andy Schwaller From: Richard Carter [richcarter@rof.net] Sent: Wednesday, March 25, 2009 9:10AM To: Andy Schwaller Subject: GVFPD Slide Pole Andy- After review of the building code we would like to use section 302.3.1 (non separated uses) to eliminate the need for a 1 hour separation at the slide pole option. Table 503 Type IIB-A3 Initial SF Allowance = 9,500 Area increases as follows: Section 506.3 Automatic sprinklers (building is 100% sprinkled) = 2x9,500 = 19,000 SF Section 506.4 Area determination (double allowable SF)= 19,000x2 = 38,000 SF The size of the building is 33,600 SF. The above allowable area increases (as the building is classified as an A3-Type liB) allow for a 38,000 SF building. Since the building fits as an A3 occupancy we will not need the rated separation between the upstairs and main level, therefore eliminating the rating issue for the slide pole. Please let me know if this is acceptable Andy. Thanks Rich Richard Carter Johnson-Carter Architects, PC 136 East 3rd Street; Suite B Rifle, CO 81650 (970)625-0580 * (970)625-0581 fax 3/25/2009 6 SCHMUESERjGORDONjMEYER E~GfNEERSJSURVEYORS Project: Fire Station #1 Client: Grand Valley Fire Protection District Project No: 2007-521.001 MEMORANDUM Date: 5/28/08 To: Chance Warren, Kuersten Construction From: Bill Swigert, SGM Engineers This is to affirm that the reinforcing steel shop drawings prepared by Colorado Concrete Accessories, and bear our review stamp dated 6/9108 accurately reflect the reinforcing bar size and number for this project. There were clarifications required on our Construction Set dated 5/16/08 which have been made on the shop drawings, and therefore the shop drawings should be used to install footing and stemwall reinforcing. Any questions, please call me at 945-1004. EFile 1:2007-521/memo 71 08 . ,_ Page 1 of2 Andy Schwaller From: Richard Carter [richcarter@rof.net] Sent: Monday, September 29, 2008 10:15 AM To: Andy Schwaller Subject: RE: GVFPD Andy- Here are the following building element types as per table 601. Structural frame All steel and masonry structure (no combustibles) Bearing walls Interior Exterior All steel and masonry structure (no combustibles) All steel and masonry structure (no combustibles) Non brng walls/partitions Exterior Non brng walls/partitions Interior Floor construction Roof construction I hope this is what you were looking for. Thanks Andy Rich Carter Richard Carter Johnson-Carter Architects, PC 136 East 3rd Street; Suite B Rifle, CO 81650 (970)625-0580 * (970)625-0581 fax All steel studs All steel studs All concrete slabs or steel system w/concrete topping All steel construction From: Andy Schwaller [mallto:aschwaller@garfield-county.com] Sent: Monday, September 29, 2008 8:56AM To: Richard Carter Subject: RE: GVFPD Wow, a fire district trying to duck out of fire code requirements. Please verify that the various noncombustible construction requirements for the various building elements meet the liB classification as outlined in Chapter 6 of the IBC. Thanks, Andy From: Richard Carter [mailto:richcarter@rof.net] Sent: Wednesday, September 24, 2008 3:42PM To: Andy Schwaller 9/29/2008 Subject: GVFPD Andy- Below is the reasoning behind changing the Grand Valley Fire Protection District Fire Station construction type from a VB to a liB: Page 2 of2 We need to accurately reflect the Building Construction Type so we can use the correct fire flow requirement from Table B1 05.1. As it is now, a VB rating, with 33,611 sq.ft, requires a fire flow of 5,000 gpm for a duration of 4 hours. Using the allowable 50% reduction for a fully sprinklered building, the requirement drops to 2,500 gpm for a duration of 2 hours. According to Table C105.1, the minimum number of hydrants required for 2,500 gm is 3. If we hope that Grace Homes (development across the street from the fire station) is moving as fast as we would want them too, the third hydrant will be placed across from the station within the other required distance of "225' from any point on street or road frontage to a hydrant". If we correctly identify that the building is of Type liB construction, the fire flow requirement drops to 4,000 gpm for a duration of 4 hours. Using the allowable 50% reduction for a fully sprinklered building, the requirement drops to 2,000 gpm for a duration of 2 hours. According to Table C1 05.1, the minimum number of hydrants required for 2,000 gpm is 2, which we currently have and do not have to depend on any other development having to provide, nor do we have to install our own third hydrant. The two hydrants that we are placing are within 450 feet of each other and all points along the street or road frontage are within 225 feet of either hydrant. Attached are the applicable tables. Thanks for your help on this Andy, I really appreciate it. Rich Carter Richard Carter Johnson-Carter Architects, PC 136 East 3rd Street; Suite B Rifle, CO 81650 (970)625-0580 * (970)625-0581 fax 9/29/2008 JAN/27/2009/TUE 01:55PM NWCCOG FAX No. 970-468-1208 p 001/001 "-~---------- Northwest Colorado Council of Governments ElEVATOR PERMIT APPLICATION " J Permit # -.:=-"O.,_q_._--;;l)C':\'-\.f....__ __ Total Fee $ o'if'l, 'tO Fax# ____ _ #of pages Plan Reviewed and Approved by """:..i;'P'~!.:l..Ll.-4-<bl-l;.;..,L.. Date Issued ?' 0 This $actlim: tli ~!! . .!i(!mpi~te<f ~v !i!W .. ~Ji Permit Expiration Date t/':l.?/t D ** All the following must be completed by the elevator contractor **. Inaccurate, illegible or missing information will cause a delay in the application process. Please complete a separate application per conveyance. · Jurisdiction Building Permit # i <J f' 7 ~ . JobAddress 7.5~'7-_$:;t; t;?u~ /f'L owner Ku.L%1& "U..v...-a~ z::-~ ~lalllng AOdress :S </ ¥ Ci C..t\" J 0"7 Phone# q.zo-4:7$(-3 2-/0 Fax# 9 70 ~ 6-~-tz I ( Elevator Contractor . 0 Tf s E: L e v A-T 0 /f ' . Mailing Address 7o o t-v )H ;.s:s !55" fr>? I At/ c:_ D e"""'c:---e,f? Phone # 3 o ~; -;2 9 ? -9 '?OA Fax # ,3 0 3 -,;2 '1 f-5' t l.f S: ' I*" Permit$ expire in one year for new Installations and six months for alterations **I · ¥" New Installation Unit or Contract# ·z_ Y ~0 I f? ___ Alteration (unit cannot be returned to service until inspected and approVed,by NWCCOG) Describe Work,~ ~t' L~ Z/.£"<1~"'""7""'_; ,£:76..,('4; .£~~ s sdPf? · -· ft.tP NQTICE l hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing thiS type of work will be complied with whether spedfied herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any ather state or local law regulating construction or the performance of construction. Signature cf OWner Oate PAYMENT Cash/Check: Add a So/ndlscaunt to Total Fee. i'lease make checks out to NWCCOG. · Credit Card: Call Ashley Nartin at 970·468-0295 .<101 to give · CC information. Sign oelow for Credit Card Authorization. t:ate NEW INSTALLATION fEES Passenger or freight elevator, lu\la, escalator, moving walk: Up to and including $50,000 of valuation = $375.00 Over ~50,000 of valuation = $375.00 plus $7.00 for each $1,000.00 or fraction thereof over $50,000.00 Lift, Dumbwaiter or private resldem;e elevator: Up to and Including $20,000 of valuation = ~275.00 Over $20,000 of valuation= $275.00 plus $4.00 for each $1,000.00 or fraction thereof over $20,000.00 MAJOR ALTERATION FEES! Fees for major alterations shall be as set forth in Table 3"A of the Uniform Administrative Code or Table l·A. VALUA TlON.......,5'"--'-,e-f----""t:J;.,.;3::::_:_/_, ~OV __ _ TOTAL FEE.--=._5:.....:f:_'f'l_,___· S __ (} __ RECEIVED JAN 1.6)2009 ::~cv,;t;r~;::ian ,:evi~~;.;nd fi2!d ln.,~e(tions .v:li"i;;;· ;~orducted by the i'l;rth~.~~t-COior~dO-·c:~·Ni\IIGSQ_G.ns ;•;til·-: ~)~. fr:.rNarde·::l ':~ f"WCCOG for reviev.; "nd approval. sc:1edu!e in~pec:.:t:or:s by contacting ~he f•fvVCCOG E.~evator lns~ector r.1t ·~71l-488-02':l5 -=xt lG8, ·------·---------,~-----------··---'-----------· Johnson-Carter Architects, PC Johnson-Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 Phone: (970) 625-0580 Fax: (970) 625·0581 Cell: (970) 948-0099 jjarch@rof.net December 21, 2007 Grand Valley Fire Protection District Schematic Design Package Project Scope Narrative The proposed fire station structure for the Grand Valley Fire Protection District will be located on a 5.1 acre site at the north end of Battlement Mesa. This site is located between the existing Kum and Go fueling station to the north and the Garfield County Cemetery to the south. The site will be accessed off of Stone Quarry Road at two separate locations (one entrance/exit for the public and oue entrance/exit for staff and emergency vehicles). This 33,664 square foot facility cau be broken down in to 3 separate operating areas. The first section of approximately 25,329 square feet is for the fire station (which includes the Apparatus Bay, Sleeping Quarters as well as all support spaces). The second area is the district office space of approximately 2,624 square feet. The final space is the classroom/assembly area (and support spaces) for private and public use; this space is approximately 5,711 square feet. This facility is designed as a three level building; two levels above grade and one level below grade (basement). The upper level will be sleeping/living quarters for the paid/volunteer firefighter staff. The main level will house the operational spaces as well as the public spaces for the facility while the lower level basement will be storage space. A 1,633 square foot storage mezzanine at the south end of the Apparatus Bay will be incorporated into the design of this facility as an Additional Alternate price breakout. This means that the mezzanine as well as the stair system will be fully designed iu the construction documents and then priced separately by the general contractor. It will be the decision of the fire station board as to whether or not this will be built based on their available funds for the project. The main entry will be located on the west side of the facility, facing Stone Quarry Road. The main parking area will be located to the south and south-west of the building. A secondary entrance to the east side of the facility, with a small parking area, will be used by the on duty fire fighters. A separate driveway (apart from the main parking area) will be used by emergency vehicles from the Apparatus Bay to Stone Quarry Road. To the north or north-east corner of the building will be storage space for trailers, utility vehicles and a boat. The south side of the facility will have a partially covered patio space (behind the Training Rooms). This patio space will consist of both concrete and landscaped areas. Construction Materials The proposed facility will have the traditional masonry fire station appearance. A mixture of stained concrete block (smooth and split face) and traditional brick veneer will coat the facility. Large spans of glass underneath hip roofs will allow large amounts of natural light into the main areas of the facility. Hip roofs will be used at various locations to break apart the large commercial mass of the facility so that it integrates itself into the scale and form of the proposed neighboring residential community to the east. The back side of the facility (east side) will mainly be finished in a stucco coat with the exception of around the Apparatus Bay (masonry wainscot). The stucco coat will be more cost effective than using a masonry veneer and will also integrate itself better into the proposed residential facility to the east. Architectural Code Information As per the 2003 International Building Code (IBC), this facility will be broken down into four different occupancy classifications. The occupancy types in this building will be as follows: B occupancy Office and fire station support areas A3 occupancy Training Rooms and support areas . S2 occupancy Apparatus Bay and support areas R2 occupancy Living/Sleeping Quarters As per the code each of these occupancies are to be separated horizontally and vertically with a two hour rated wall and ceiling assembly. Since this facility will be 100% sprinkled the code will allow us to reduce each of these separations by one hour, bringing all separations between occupancies (vertical and horizontal) down to one hour assemblies. The building construction type, as detennined by the 2003 IBC, will be type VB. With the facility being 100% sprinkled the allowable areas for each occupancy can be doubled in size. Also with the building being sprinkled the allowable height as per code can be increased by 20 feet. The number of allowable stories can also be increased by one since the facility will be fully sprinkled. As per the approved schematic design of this facility, these plans do not exceed any of the allowable areas, heights and stories. Plumbing fixture count based on Occupancies B Occupancy (based on calculated occupant load of 45.25) Toilets for males 1 Lavatories for males Toilets for females 1 Lavatories for females Drinking fountains 1 A3 Occupancy (based on calculated occupant load of 240.8) Toilets for males 1 Lavatories for males 1 Toilets for females 2 Lavatories for females 1 Drinking fountains 1 Service sinks I S2 Occupancy (based on calculated occupant load 84.6) Toilets for males 1 Lavatories for males 1 Toilets for females 1 Lavatories for females 1 Drinking fountains I Service sinks 1 R2 Occupancy (based on calculated occupant load 10.4) Toilets for males 1 Lavatories for males 1 Toilets for females I Lavatories for females 1 Showers for males 1 Showers for females 1 Drinking fountain 1 Service sinks 1 Totals plumbing fixtures required by code for main level Toilets for males 3 Lavatories for males 3 Toilets for females 4 Lavatories for females 3 Drinking fountains 3 Service sinks 2 Apparatus Bay 8263 200 41.3 Compressor Room 160 300 0.5 General Storage 144 300 0.5 Parts Storage 475 300 1.6 Sub Total 15371 84.6 LIVING QUARTERS Sleeping Room 328 200 1.6 Bathroom 89 0 0 Sleeping Room 328 200 1.6 Bathroom 93 0 0 Sleeping Room 317 200 1.6 Bathroom 77 0 0 Sleeping Room 331 200 1.7 Bathroom 95 0 0 Sleeping Room 331 200 1.7 Bathroom 95 0 0 Sleeping Room 317 200 1.6 Bathroom 90 0 0 Exterior Deck 250 Accessory Space Storage 10 300 0.0 Kitchen 328 Accessory Space Pantry 90 300 0.3 Dining Area 202 Accessory Space Living Room 1362 Accessory Space Laundry 44 300 0.1 Janitor 40 300 0.1 Powder Room 58 0 0 Stair 106 0 0 Elevator 67 0 0 Quiet Lounge 539 Accessory SQace Sub Total 5587 10.4 BASEMENT Storage 2719 300 9.1 Toilet 43 0 0.0 Elevator Equipment Room 124 300 0.4 Elevator 67 0 0 Stair 106 Q Q Sub Total 3059 9.5 Total 31805 381.0 !Actual Building Size 33664 Unusable Space (walls) 1859 Grand Valley Fire Protection District Proposed Space Program 12/21/2007 Space Size (SFI Oct Fact. Oct Load ADMINISTRATIVE AREA Administrative Assistant 188 100 1.9 Storage 126 300 0.4 Server Room 68 300 0.2 Deputy Chief Office 162 100 1.6 Fire/EMS Office 162 100 1.6 Fire Chief Office 243 100 2.4 Fire Prevention Office 176 100 1.8 Fire Marshal Office 176 100 1.8 Media Room 210 100 2.1 Conference Room 329 15 21.9 Kitchenette 48 Accessory Space Hallway 401 Q Q Sub Total 2289 35.75 PUBLIC AREA Training Room 1784 15 118.9 Storage 177 300 0.6 Training Room 1784 1S 118.9 Storage 125 300 0.4 Kitchen 346 200 1.7 Lobby 642 0 0.0 Vestibule 175 0 0 Women's Restroom 199 0 0 Men's Restroom 199 0 0 Janitor 68 300 0.2 Sub Total 5499 240.8 FIRE STATION Operations Room 38S 100 3.9 Stair 106 0 0 Elevator 47 0 0 Women's Restroom/Shower 203 0 0 Men's Restroom/Shower 203 0 0 Janitor 77 300 0.3 Bunker Gear & PPE Storage 489 300 1.6 Clean Equipment Storage 489 300 1.6 EMS Supply 227 300 0.8 Mechanical/Electrical Room 208 300 0.7 Exercise Room 1084 so 21.7 Corridor 9S1 0 0 Ready Room 1350 300 4.S Hose Room 270 300 0.9 Hose Tower 240 so 4.8 Total plumbing fixtures required by code for upper level Toilets for males 1 Lavatories for males 1 Toilets for females 1 Lavatories for females 1 Showers for males 1 Showers for females 1 Drinking fountains 1 Service sinks 1 ( GRAND VALLEY FIRE .PROTECTION DISTRICT 1777 S. BATTLEMENTPARKWAY,PO BOX295 PARACHUTE, CO 81635 PHONE: 285-9119 FAX (97Q) 285-9748 March 24, 2008 Garfield County Building & Planning 108 81h Street Glenwood Springs, CO 81601 Subject: Authorization to sign the Grading and Building Pennits To Whom It May Concern, Nick Brown, ofKuersten Construction is authorized to sign any necessary Grading and Building pennits required for the construction of the new Battlement Mesa Fire station to be located at 07549 County Road 300. If you have any question regarding this authorization, I can be contacted at 285-9119. (::~-.:)~A/ ~2. David A. Blair Fire Chief, GVFPD Cc: File Project Number: Garfield County Buiding Department 108 8th street Glenwood Springs, Co 81601 970-945-8212 Plan analysis based on the 2003 International Building Code Date: June 2, 2008 Project Name: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. Occupancy: S-2,B,R-2,A-3,S-1 Construction: V-B Contractor: Kuersten Canst. Designer: Johnson Carter Engineer: SGM Report By: Jeff Kehr NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. --Sec. 504.2 and 506.3 FRONTAGE INCREASE: Perimeter of the entire building = 813 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 28 Allowable area increased 70.0% for frontage increase. Sec. 506.2 813 feet. FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 2 Domitory R-2 ok 5789 25900 0.22 ok TOTAL FOR FLOOR 5789 25900 0.22 ok 1 Office B ok 6676 33300 0.2 ok 1 Conference Room A-3 ok 4668 22200 0.21 ok 1 Kitchen B ok 392 33300 0.01 ok 1 Exercise Room B ok 1200 33300 0.04 ok 1 Parking Garage S-2 ok 11454 49950 0.23 ok TOTAL FOR FLOOR 24390 35457 0.69 ok Bl Storage/Stock Room S-1 ok 3342 33300 0.1 ok TOTAL FOR FLOOR 3342 33300 0.1 ok BUILDING TOTAL 30179 66227 0.46 ok --Sec. 503, 504, 506 and Table 503 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. Page # 2 Allowable area and height calculations are based on different uses being separated by fire barriers. --Sec. 302.3.2 Basement area not included in the total when checking allowable area. --Sec. 503.1.1 The actual height of this building is 30.0 feet. The maximum height of this building is 60.0 feet. --Table 503 and Sec. 504.2 PROPERTY DESCRIPTION: North Side has a property line. -Distance to property line = 60.0 East Side has a public way. -Distance to public way= 80.0 ,width 60.0 Exterior wall rating based on distance to center line of publicr: way. --Sec. 702.1 FIRE SEPARATION DISTANCE South Side has a property line. -Distance to property line = 60.0 West Side has a property line. -Distance to property line = ~ 0 occ BRG WALL EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG WEST NON BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG OPNG% UP/PR S-2 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL (i)-hr*1-hr*NP/NP B 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL ~-hr*1-hr*NP/NP R-2 0-hr 0-hr NL/NL .o-hr 0-hr NL/NL 0-hr 0-hr NL/NL Q-hr*1-hr*NP/NP A-3 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0--hr*l-hr*NP /NP S-1 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL Q-hr*2-hr*NP/NP The exterior walls may be of COMBUSTIBLE material. --Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. --Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. --Sec. 704.8.1 Page # 3 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up -The maximum percent if all openings are unprotected. pr -The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715.4 NL No fire protection requirements for openings. NP = Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required * to fire-resistant. --Table 704.8, Note: g. These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. --Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Exception 4: A parapet wall is not required on 1-hour fire-resistive exterior walls provided: 4.1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than 1-hour fire-resistive for a minimum width of 10 feet from the inside of the exterior wall. 4.2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than 1-hour fire-resistive. 4.3 Openings in the roof shall not be located within 10 feet of the exterior wall. 4.4 The entire building shall be provided with not less than a Class B roof covering. Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. Page # 4 FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS --Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Interior Bearing wall Interior nonbrg wall Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES: Any 0 hour Any 0 hour Any 0 hour Any 1 hour Any 0 hour Any 0 hour Any None Note 1 Note 9 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. 9. Parking surfaces shall be of concrete or similar noncombustible and nonabsorbent materials. Asphalt parking surfaces are permitted at ground level. --Sec. 406.2.6 SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: Page # 5 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of-water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. --Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. Page # 6 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. --Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. --Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS --Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716.5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers --Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions 4. Fire partitions--Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. DRAFTSTOPPING: Page # 7 Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with NFPA 13. --Sec. 717.3.3 Exception (floor) and Sec. 717.4.3, Exception (attic) Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. --Sec. 717.4.1.1 OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2 S-2 to B = 1-hour fire barrier Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. --Table 715.3 Note: Storage areas less than 3000 square feet need not be separated. --Table 302.3.2, b.2. (See note about accessory areas below) NOTE: Areas used only for private or pleasure vehicles may be reduced by 1 hour. --Table 302.3.2, c. S-2 to R-2 = 1-hour fire barrier Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. --Table 715.3 NOTE: Areas used only for private or pleasure vehicles may be reduced by 1 hour. Table 302.3.2, c. S-2 to A-3 = 1-hour fire barrier Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. --Table 715.3 Note: Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq.ft. or less. --Table 302.2.1 NOTE: Areas used only for private or pleasure vehicles may be reduced by 1 hour. --Table 302.3.2, c. S-2 to S-1 = 2-hour fire barrier Openings in this fire barrier are required to be protected with 1 1/2 hour fire assemblies. --Table 715.3 NOTE: Areas used only for private or pleasure vehicles may be reduced by 1 hour. --Table 302.3.2, c. B to R-2 = 1-hour fire barrier Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. --Table 715.3 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. B to A-3 = 1-hour fire barrier Page # 8 Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. --Table 715.3 Note: Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq.ft. or less. --Table 302.2.1 B to S-1 = 2-hour fire barrier Openings in this fire barrier are required to be protected with 1 1/2 hour fire assemblies. --Table 715.3 Note: Storage areas less than 3000 square feet need not be separated. --Table 302.3.2, b.2. (See note about accessory areas below) R-2 to A-3 = 1-hour fire barrier Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. --Table 715.3 Note: Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq.ft. or less. --Table 302.2.1 R-2 to S-1 = 2-hour fire barrier Openings in this fire barrier are required to be protected with 1 1/2 hour fire assemblies. --Table 715.3 A-3 to S-1 = 2-hour fire barrier Openings in this fire barrier are required to be protected with 1 1/2 hour fire assemblies. --Table 715.3 Note: Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq.ft. or less. --Table 302.2.1 Except when required by Table 302.1.1, accessory areas occupying 10% or less of the area of any floor and not more than the area or height listed in Table 503 are not required to be separated. --Sec. 302.2 SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --Smoke barrier --Sec. 302.1.1.1 Rooms with any boiler over 15 psi and 10 horsepower --Smoke barrier --Sec. 302.1.1.1 Refrigerant machinery rooms --Smoke barrier --Sec. 302.1.1.1 Parking garages --1 hour and an automatic sprinkler system Incinerator rooms --2 hours and an automatic sprinkler system Storage rooms over 100 square feet --Smoke barrier --Sec. 302.1.1.1 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. EXIT REQUIREMENTS: Page # 9 FL NAME NUMB occ MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING 2 Domitory 116 2 17.4 No N/A Out 1 TOTAL FOR FLOOR 116 2 23.2 No N/A Out 1 Office 67 2 10.1 No N/A Out 1 1 Conference Room 311 2 46.7 Yes N/A Out 1 12 1 Kitchen 2 1 0.3 No N/A N/R 1 Exercise Room 24 1 3.6 No N/A N/R 1 Parking Garage 57 2 8.6 No N/A Out 1 TOTAL FOR FLOOR 461 2 69.2 Yes N/A Out 11 12 B1 Storage/Stock Room 11 1 1.7 No N/A N/R TOTAL FOR FLOOR 11 2 2.2 No N/A N/R FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 11. Note: If 2nd floor and basement exit through the first floor, exiting on the first floor is to be based on egress convergence. Base exiting requirements on the 1st floor using the sum of the occupants on the 2nd floor and in the basement. --Sec. 1004.5 12. Panic hardware is required when the occupant load is 100 or more. --Sec. 1008.1.9 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. EXIT SEPARATION Page # 10 In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.--Sec. 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. --Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. --Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. --Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. --Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. --Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use.of a key or any special knowledge or effort. --Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. ADDITIONAL DOORS: Page # 11 Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. --Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. --Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. --Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1.7 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. STAIR REQUIREMENTS: Stairways: Page # 12 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. --Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. --Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. --Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. --Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. --Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. --Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. --Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. --Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. --Sec. 1012.1 5. The minimum height of guard is 42 inches. --Sec. 1012.2 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. --Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches. Exception 3. Areas which are not open to the public within I-3, F, H, or S occupancies, balusters, horizontal intermediate rails, or other construction shall not permit a sphere with a diameter of 21 inches to pass through. 7. The minimum headroom clearance is 80 inches (6 ft.-8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. --Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. --Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. --Sec. 1009.6 Page # 13 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. STAIRWAY ENCLOSURES: 1. Stairways are required to be in 1 hour fire resistive exit enclosures. --Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707.2 See Exception 2 to shaft enclosures in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. 7.6 Is separated from openings to other floors by construction complying with shaft requirements. 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. --Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. --Sec. 1019.1.1 Doors shall be self-closing or automatic closing: --Sec. 715.3.7 3. Exit enclosure must discharge directly to the exterior of the building. --Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. 1.2 The level of exit discharge is separated from areas below by construction conforming the fire resistance rating for the enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2.1 The area of the vestibule is separated from areas below by construction conforming the fire resistance rating for the enclosure. 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. Page # 14 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. --Sec. 1019.1.5 Sec. 1019.5 5. If a stairway continues below the level of exit discharge, an approved barrier is required at the level. Directional exit signs shall be provided. --Sec. 1019.1.6 ELEVATOR REQUIREMENTS: 1. An approved pictorial sign of a standardi~ed design shall be posted adjacent to each elevator call station on all floors instructing occupants to use the exit stairways and not to use the elevators in case of fire. --Sec. 3002.3 RAMP REQUIREMENTS: 1. The minimum width is 44 inches. If a ramp serves an occupant load of 50 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. --Sec. 1010.5.1 & 1016.2, Exception 2 2. If the ramp is part of the means of egress, the maximum slope is 1:12. All other ramps may have a slope of 1:8 or less. --Sec. 1010.2 3. The rise for any ramp shall be 30 inches maximum. --Sec. 1010.4 4. Landings shall be provided at the top, bottom, points of turning and at doors. --Sec. 1010.6 Landings shall have a length of at least 5 feet in the direction of travel. --Sec. 1010.6.3 Where changes in direction of travel occur at landings, the landing shall be 60 inches by 60 inches minimum. --Sec. 1010.6.4 5. The surface shall of slip-resistant materials that are securely attached. --Sec. 1010.7.1 6. Handrails shall be per stair requirements. --Sec. 1010.8 A rail shall be mounted below the handrail 17 to 19 inches above the ramp or landing surface. --Sec. 1010.9.1 7. A curb or barrier shall be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. --Sec. 1010.9.2 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group S2 The maximum travel distance in Group B is is The maximum travel distance in Group R is The maximum travel distance in Group A is The maximum travel distance in Group S1 is BUILDING ACCESSIBILITY · Page # 15 400 feet. --Table 1015.1 300 feet. --Table 1015.1 250 feet. --Table 1015.1 250 feet. Table 1015.1 250 feet. --Table 1015.1 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. --Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 --Sec. 1106.1 4. At least one accessible route shall connect each accessible level. --Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. --Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. --Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Table 1505.1 STANDPIPE AND HOSE SYSTEMS --Sec. 905 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system. A standpipe system is not required. Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. LIGHT AND VENTILATION Page # 16 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. --Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. --Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. --Sec. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. WALL AND CEILING FINISH: Page # 17 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. --Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. --Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. --Sec. 719.2.1 Foam plastic insulations are required to be protected. --Sec. 2603 ADDITIONAL REQUIREMENTS: For S-2 occupancy For B occupancy For R-2 occupancy For A-3 occupancy For S-1 occupancy Floor-1st Occupancy-Parking Garage Vehicle barriers not less than 2 feet high are required where the difference in elevation is greater than 1 foot. --Sec. 406.2.4 Vehicle barrier systems shall be designed to resist a single load 6,000 pounds applied horizontal. --Sec. 1607.7.3 Note: Garages accommodating trucks and buses shall be designed for that use. Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. Floor-1st Occupancy-Conference Room Page # 18 1. The main exit shall be of sufficient width to accommodate not less than one half of the occupant load, but shall not be less than the total required width of all means of egress leading to the exit. --Sec. 1024.2 2. Additional exits shall provide an egress capacity for at least one half of the total occupant load. --Sec. 1024.3 The capacity of this area is required to be posted at 311 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign. --Sec. 1004.3 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. --Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. TOILET FACILITIES: Page # 19 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. --Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. --Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. Page # 20 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. --Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. --Sec. 603.3 Code review for: Project Id.: Grand Valley Fire Station Address: 7549 Stone Quarry Rd. GLAZING REQUIREMENTS Page I ·21 All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Prp_Jlerty_jiearch I Assessor S11bset Q.l!m I AssessJJr SaLes S~arch Clerk & Recorder E,ece];)tiortSearch Pare~! Detail I Yalue Detllil I S~etail I Residential!Co!UJ1!erci\ll ImJ:lrOVement Demil Land Detail I Photographs I MillLeyY Reyenues Detail I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I I 080 II R045260 II 240717200005 II 36.797 I Owner Name and Mailing Address JGRAND VALLEY FIRE PROTECTION DISTRICT jPOBOX295 /PARACHUTE, CO 81635 Assessor's Parcel Description (Not to be used as a legal description) JSECT,TWN,RNG:l7-7-95 DESC: A PARCEL joF LAND BEING A PORTION OF TRACT 2, JSTONE QUARRY COMMONS DESC: A TR OF jLAND IN NWSWSWNW, SWNWSWNW JPRE:R770004 PRE:R043105 BK:0735 jPG:0142 BK:0601 PG:0658 JRECPT:741009 RECPT:741008 IRECPT:740652 RECPT:740195 JRECPT:740193 RECPT:733369 BK:1770 JPG:784 RECPT:691971 BK:1668 PG:443 jRECPT:669853 BK:0769 PG:0518 Location I I I I I I I I I I I I I I li=J =====Ph~y=si=ca=l=A=d=dr=e=ss=: ll.._jB_A_T_T_L_EM_EN_T_M_E_S_A __ ___,j, htt];)://www.garcoact.com/assessor/Parcel.as];)? AccountNumber=R045260 8/13/2009 Parcel Detail I Subdivision: I I Land Acres: 115.24 I I Land Sq Ft: llo I Section II Township II Range I I 17 II 7 II 95 I 2009 Property Tax Valuation Information I Actual Value II Assessed Value I I Land: I 0 I Improvements: l1 0 I Exempt: II 285,32011 I Total: 1\ 285,3201\ Most Recent Sale 1 \~===========S=a=le~D=a=te~:\ I Sale Price: I Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm!Ind 0 Buildings: No Building Records Found Tax Information No Tax Records Found I_QJLQfPag~ 0 0 82,7401 82,7401 .Assessor Database S~archi2pJions I Tr~asurer Database Sear.ch_QpJigns Clerk~ Record~r D:;tJ<!base Se_arch Qptions http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R045260 Page 2 of3 8/13/2009