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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 81h Street, Suite #401 Glenwood Springs, Co. 81601 I NO. 10485 I Office-945-8212 Inspection Line-384-5003 ~11:-~<fo 7-1 '7 J.-o9-oo / Amount of Permit $.___;:.0<.:--=:)=--1_'7_._:1_,?'--· _· _ GARFIELD COUNTY BUILDING PERMIT APPLICATION leJ...~lOS 8'" Street, Suite 401, Glenwood Springs, CO 81601 Permit No: P?oV'ttJ 0-945-8212/ Fax: 970-384-3470 /Inspection Line: 970-384-5003 t 0 '"\ Parcel/Schedule No:'2 4-0 7 n2 d1 rol ill fo..ra.. Co I)( J IC:HJ OC/J · yt:,l'\1\Cldel v--i' II aL.vr itrJ k01 fb-cA uuill wnh' ()u::, A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOJD IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED W!THLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. l HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y TO VIOLATE CANCEL THE OTHER SfATE OR PERFORMANCE AGREEMENT DD'() 6'D PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSfRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITI'ED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORI1Y GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFI'ER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITJES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSl BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFIC!ALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND JN SUPPORT OF THE OWNERS LNTEREST. PJ \Jt qq5.'35Pl;._~'~"k';,"_"''='"'m';\~~i-"~~-~\~ Dl#(p3~a 1-ta-c:l"c to ~q~/\\ ~ \G?- ~ ~- The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate o ccupancy for the dwelling under building permit # _____ _ Signature Bpapplicationoctober2006 Date 1-/2 -(J 7 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. I Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans wi!l be returned. All plans submitted must be incompliance with the 2003 IBC, !PC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: ]. 2. .J-.J(~ . It 1'\eVi Oil' \1!V1ZN. ~/A 3. ~lA 4· 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 proposed structure located within the envelope. Yes. __ _ Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project __ _ Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes __ Is the l.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 2 Yes. __ _ No Not necessary for this project __ _ 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes )( No__ Not necessary for this project. __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes X No 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__ No__ Not necessary for this project..lt_ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes__ No__ Not necessary for project_}(__ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes__ No__ Not necessary for this project_X_ I 0. Do the plans include design loads as required under the IBC or IRC for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County)? Yes__ No__ Not necessary for this projectJt_ II. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes_x_ No__ Not necessary for this project __ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes_}{_ No__ Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes__ No__ Not necessary for this project-X- 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes.x_ No__ Not necessary for this project __ 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes_)L_ No__ Not necessary for this project __ 3 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes__ No__ Not necessary for this project)(_ Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes__ No__ Not necessary for this project2L_ Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes__ No__ Not necessary for this project~ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IBC or IRC? Yes_2L_ No Not necessary for this project __ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes...}L_ No__ Not necessary for this project __ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety glazing for these areas? Yes_){_ No__ Not necessary for this project __ Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes -X-No Not necessary for this project __ _ -fuv' irrler'l f')('" \1)>1'~1 ~lvt Have all areas in the ouildirigoeen accurately idehtified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes...2(_ No__ Not necessary for this project __ _ Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes__ No__ Not necessary for this project X__ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes__ No__ Not necessary for this projectl(__ 4 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes__ No__ Not necessary for this project_2t_ Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project_)L_ Have two (2) complete sets of construction drawings been submitted with the application? Yes)(_ No Have you designed or had this plan designed while considering building and other construction code requirements? Yes.x_ No__ Not necessary for this project __ Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes~ No ,"\ d\hle ev\t?! i 1"\e,.e n (l~ V\'V>Vj e>C.UUY' ...1 Do your ans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes )I No __ Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes~ No __ Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes~ No __ Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? f l)Jf-4-hir"' l"eWIOtSelle-d OW"t'(,(.) Yes_}{_ No__ \.! Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes~ No __ 5 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 7:30a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. dlf 3 7. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes~ No ___ _ 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-860 I. Yes 'x' No (bll+ n* o.pplkec.ble) 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes )( No ___ _ 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 application? Your attention in this is appreciated. Yes )( No __ _ 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes X No (Please check with the building department about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes y 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than I 0 persons as per Section 1 004 of the IBC to rr~pare the plans and specifications for the project. Yes X No Not Necessary for this project ____ _ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. t~-1-P£\qe 6 Signature t?~ 95'~ Phone: Cf7 0 .;'):?.5-~~--------(evenings) Date/-/ L. ~@/ ProjectName:'&rfttamNH ~ IJ\t!kald-1-~ ~p~1'oY'l ProjectAddress: 0'1'15 AY'Y"OljO UJI/'e1 'Bf\11ie:v>-V~t \"?et:>O\; GO Note: · If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm October 2006 7 PLAN REVIEW CHECKLIST Applicant 'B W/ Ac.._ Building ~gineered Foundation dfi__Driveway Permit ;L!l_surveyed Site Plan J/ I{ Septic Permit and Setbacks ;/ o#-oradeffopography 30% 4fi:..Attach Residential Plan Review List ~Application Questionnaire 4if_subdivision Plat Notes ~Department Review ~ion Determination/Fees ~e Plans/Stamps/Sticker -~Conditions ~plication Signed ~viewer To Sign Application __ Parcel/Schedule No. £!j_ 40# Snow load Letter-Manf. Hms. t/ d Soils Report GENERAL NOTES: Date_-""'5-'· L:::.'-=0-17t----- Planning/Zoning fi.Jl_Property Line Setbacks 3 Oft Stream Setbacks F lood Plain Building Height Zoning Sign-off Road Impact Fees HOA/DRC Approval lr Grade!fopography 40% Ianning Issues v s ubdivision Plat Notes Nov 29 07 05:09p Je¥¥re~ Scott Johnson MEMORANDUM Contact: Company: Phone: Date: Garfield County Building Inspector Garfield County 945-8212 Thursday, November29, 2007 970-625-0581 Project: Regarding: Battlement Mesa Activity Center Weight Room Expansion Written approval of Foundations and Steel Connection The following letter has been provided by Johnson Carter Architects, P.C. to the Building Inspector of Garfield County on behalf of Jeff Tender, General Contractor, to give written approval of foundations and a specific steel connection. On February 27'h, 2007, Jeff Johnson, architect with Johnson Carter Architects PC, performed a site inspection of excavation, foundation footers, and pads. As the architect of record, I have determined them to be in compliance with the permit set of plans and specifications. In addition, pursuant to a letter from the structural engineer regarding slotted steel connections, I have confirmed that minimum edge distances have been maintained within the steel components and therefore have determined that the slotted holes are acceptable. If you have any questions or require clarification, please do not hesitate to call. Thank you for your time, eft Johnson Colorado Architect #203490 @ IJ) Q. (I) ::s -ii.r • (') 0 3 3 'r--\ \ .. (I) Sl. IU • ::s Q. c IJ) -:::!. ~ • ::s IJ) ~ ..... c ::::!': 0 ::s IU • (I) Q. c (') IU ::::!': 0 ::s IU - Nov 29 07 04:29p Jeffre~ Scott Johnson 970-825 0581 p. 1 l. ae,v J. VJ.. ~ Jeff Johnson Architectural From: VI/ESTAR, INC. [westar@rof.netj Sent: Thursday, November 29, 2007 11:49 AM To: Jeff Johnson Subject: Battlement Mesa Jeff. The following is the request for review: When! had the top plates for the columns fabricated !requested that the 13116" holes be slotted to 1.5x the diameter to facilitate the proper placement of the beams since the walls had some irregularities. The holes were cut on automated equipment not field cut and the plates were 518" thick with A325 bolts torqued to 250/bs psi dry. The only problem arised when the inspector noted the slotted hole as the edge was revealed next to the washer and the plans showed round holes. He asked that I get a letter with approval for the slots. The slotted holes are okay provided the proper edge distances were maintained per A. I. S.C. Stephen A. Kesler, P. E. (970) 625-277 4v (970) 625-4399f No virus found in this incoming message. Checked by A VG Free Edition. Version: 7.5.503/ Virus Database: 269.16.9/1158-Release Date: 1!/28/2007 9:11PM 11/29/2007 ( No. /Ot6 /) s,ea:ks: Front . ':lear ~~IS:)~ Weatherproofing __________ -'_ RHI ___ _ INSPECTIONS LH _____ Zoning----..,- Soils Test~.~~ Footing ____ ___:::.._ ______ _ Mechanical ______ -.;:-c;-:;:-:=;---r-:----- Eiectrical Rough (State) ~·(?1~ Electris;aJ.fina1 (State) !1-'Zl:-o 7 Foundation ___________ _ Grout ____________ _ Underground. Plumbing· ______ _ Rough Plumbing 8'-3-o 7'1>?4 • Final fl-#}·1{) '( /Checklist C~W'Iete~:az;;c: Certificate Occupancy# -l'~v.l-~,t_..J:t:+------­ Date -"'=77=:;=::::------~ Framing '2'-s-o7 <frlfi? fl'ii/4~~"" Insulation------------ Roofing . Drywall g.a,i(-o'1 ~ Septic System ~==:;~;\}~~A~~======= Date Final Gas Piping-----'-------- Other _________________ ___ EXTERIOR Address No.------------- Drainage-------------- Decks~support & clearance to wood ------ Decks·stalrs & rails --~-------­ Exterior' iocks ----'---------- Flashing around doors & windows------- Insect screens------------- INTERIOR GARAGE Fire wall separation __________ _ Service doors·1%" min.---------- Door (20 min.) w/auto closer-1%" min. _____ _ Mach. equip. 18" above floor _______ _ No opening l~to sleeping area _______ _ BASEMENT·CRAWL AREA Access ______________ _ Insulation-------------- Headroom/Stairs•------------ Ventilation -----------'----- NOTES FINAL CHECKLIST MECHANICAL ROOM Boller·---------.,--- Hot water __________ _ F.A. gas/oii•------,------- Fioordraln·---------- Clearance __________ _ Air con. system ________ _ Hot water heater--------- Combustion alr•--------- Gas piping, valves _____ _: __ LPG Drain---------- FIREPLACE/STOVE Clearance to combustibles _____ _ Termination of chimney•-~----- Combustion air ________ _ Hearth (12" or 20" on sides) ____ __ Glass doors-----,----- Certified by:~--------- REMARKS (continue on back) STAIRWAYS. Headroom (6"6"") ---------- Railing & guardrails --------- Width __ ~--------- Rise & run __________ :____ KITCHEN Clearance above grill ________ _ Exhaust fan-~--------­ Broiler exhaust (1 hr. these)------ BEDROOMS Egress ____________ _ Smoke detector---------- BATHROOMS Exhaust fan------'----- Shatterproof glass _________ _ OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS, POSTED ON THE JOB 24 HOURS NOTICE REqUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued~/.1{.~.7. .. zoned Area ............................... Permit No •••• /w.ts ... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if tbe above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Insp.ector and IMMEDIATELY BECOME NULL AND VOID. Use ,.; I Co.n. r • Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From Tbe Street Until Final Inspection. INSPECTION RECORD Footing Driveway Foundation v ~ Underground Plumbing "1vt--Insulation ~ Rough Plumbing >?. 3 -o 7 ;P11 1/Z. Drywall 25--;:r 'f-ol t\i"VV\ ~ Electric Final (by State Inspector) !If¥. i/l/1"' ~ Gas Piping ;V J j{}- Electric Rough (By State Inspector) ':ffl:Plr:A Framing<f-.SLI7:¢'l0' ~~~' (To include Roof in place and ':"ind"ows and Doors instaUed). ff.. ~-r Final j/. 3tJ·07 ,f}7rJ G Septic Final ~ Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING· WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD DatetJtJJ,, By""\~~~ illuCf. ~LACED SIDE. coviR. Jnu CLEAR PLASTIC Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information A~~e~~or!Ittl1!~1JIGLP!:9Perj.y_Sei!rch I Assessor Subset Q!le!Y I As~<l_ssor Sales Search Clerk & Recorder Reception Search Basic Building Charac_te_ristics I Tax Information Parcel Detail I Value Detail Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o8o II R470065 II 240717209001 II 39.826 I Owner Name and Mailing Address !CONSOLIDATED METROPOLITAN DISTRICT I IP 0 BOX 6116 I 1109 TAMARISK TRAIL I !BATTLEMENT MESA, CO 81635 I Legal Description lsECT,TWN,RNG:17-7-95 SUB:TOWN I !CENTER FILING 4 FINAL PLT BLK:l I LOT: I DESC: RECREATION CENTER PRE:R470058 BK:0601 PG:0659 BK:1236 IPG:129 RECPT:577142 BK:1236 PG:128 I IRECPT:577141 BK:0746 PG:0324 I Location I Physical Address: IIBATTLEMENT MESA I I Subdivision: I TOWN CENTER FILING 4 FINALPLT I Land Acres: I 0 I Land Sq Ft: I 0 I Section II Township II Range I II II http://www .garcoact.corn/ assessor/parcel.asp ?ParcelN umber=24071 720900 I 1111/2007 Parcel Detail Page 2 of3 \I 17 II 7 II 95 II Property Tax Valuation Information I Actual Value II Assessed Value I I Land: I Oil 0 I Improvements: II 4,924,sooll 1,428,1101 I Total: II 4,924,sooll 1,428,1101 II Sale Date: I Sale Price: I Basic Building Characteristics Number of Residential 0 Buildings: Number of Commllnd 1 Buildings: Commercial/Industrial Building Occurrence 1 Characteristics I TOTAL HEATED AREA: jj34,797 I ABSTRACT CODE: IIEXEMPT-POLITICAL SD-IMPS.\ ARCHITECTURAL STYLE: IIHEALTH CLB EXTERIOR wALL: IIcoN BLOCK ROOF COVER: IIPRO PANEL ROOF STRUCTURE: IILAM. BEAM I INTERIOR WALL: IIDRYWALL I FLOOR: ljsHT VINYL I I FLOOR: jjCARPET I HEATING FUEL: IiGAS I HEATING TYPE: IIFORCED AIR I STORIES: STORIES 1.0 I BATHS: 4 ROOMS: 1 UNITS: 1 I BEDROOMS:! 0 I YEAR BUILT: 111982 I Tax Information http://www .garcoact.com/ assessor/parcel. asp ?ParcelN umber=24071 720900 1 1/1112007 (jJ Ill a:. <D. ::::J .... iii' -• 8 3 3 <D a iii' -• -· ::::J Q. c Ill 9: ll) • • <D Q. c a c.;· ::::J ll) - INDEX Battlement Mesa Activity Center Weight Room Expansion DIVISION: ITEM: ADVERTISEMENT FOR BID INSTRUCTIONS TO BIDDERS BIDDER'S PROPOSAL BID SCHEDULE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR Project Information 01100 Summary 01200 Price and Payment Procedures 01210 Allowances and Alternates 01300 Administrative Requirements 01330 Submittal Procedures 01400 Quality Requirements 01420 References 01500 Temporary Facilities and Controls 01600 Product Requirements 01701 Execution and Close-out Requirements 01730 Cutting and Patching 01732 Selective Demolition 02751 Concrete Paving 03300 Cast-in Place Concrete 05120 Structural Steel 06100 Rough Carpentry 06200 Finish Carpentry 06400 Cabinetry 07210 Building Insulation 07920 Sealants, Caulking and Seals 08000 Door Schedule 08110 Steel Doors and Frames 08210 Wood Doors 08520 Aluminum Windows 08600 Window .Schedule 08800 Glazing 09000 Wall & Miscellaneous Assemblies 09100 Finish Schedule 09260 Gypsum Board Assemblies 09510 Acoustical Ceilings 09650 Resilient Flooring 09653 Vinyl Base 09800 Acoustical Treatment 09830 Sound Board 09910 Painting 10440 Interior Signage 1 0520 Fire Protection Specialties INDEX 11/27/2006 1 ADVERTISEMENT FOR BIDS Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 sealed Bids will be received by Jeff Johnson of Jeff Johnson Architectural, P .. C .. on behalf of Battlement Mesa Activity Center, hereinafter referred to as the "OWner", at the conference room of Jeff Johnson Ar- chitectural, P .. C .. for expansion construction & renovation of the weight room at the Battlement Mesa Activ- ity Center in Battlement Mesa, Colorado, as depicted in construction documents, specifications, and ad- denda. The office of Jeff Johnson Architectural, P .. C .. is located at 136 East Third Street, Rille, Colorado. Bids will be received until Friday, December 8, 2006, at2:00 PM local time Bids will be publicly opened and read aloud immediately thereafter .. A mandatory pre bid conference will be held at the Ba!llement Mesa Activity Center on Monday, December 4, 2006 .. Prospective General Contractors are asked to report to the information desk of the Battlement Mesa Activity Center at 10:00 am for a meeting by Larry Huber covering items such as stag- ing, access, licensing, and construction phasing .. Construction proposals will be received for one prime contract, including general, mechanical, and electrical work .. No bid will be considered unless it is securely sealed in an envelope and filed with the Owner or Architect prior to the time noted above for the closing of bids. The owner reserves the right to reject any or all bids, to waive formalities or to award the contract to the lowest responsible bidder .. Prime contractors desiring additional drawings and specifications, for the purpose of submitting a bid can obtain additional sets from Jeff Johnson Architectural, P .. C .. for a fee of $35 .. 00 per drawing and specifica- tion set, or have the option of obtaining copies of their provided set elsewhere.. Full sets purchased from the Owner by contractors who submit a bona fide bid, will receive a refund of purchased sets that are complete, in good condition, and returned within ten (10) days after the opening ofthe bids .. ADVERTISEMENT FOR BIDS BIDDER'S PROPOSAL Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 In cornpuance with the Advertisement for Bid of Jeff Johnson Architectural, P.C., on behalf of Battlement Mesa Activity Center; dated December 8, 2006, and subject to all the conditions thereof, the undersigned: Name of Bidder Organized and existing under the laws of the Slate of ______ ~, doing business as: Corporation/Partnership/Individual 1 Hereby proposes to perfonn all work for the construction of the Battlement Mesa Activity Center weight room expansion in Battlement Mesa, Colorado, as depicted In construction documents, specifications, and addenda. 2 The undersigned Bidder does hereby declare and stipulate that this Proposal is made in good faith, without collusion or connection wHh any other person or persons bidding for the same work, and that it is made In pursuance of and subject to all the terms and conditions of the Advertisement for Bid, Instruction to Bidders, the Construction Contract, the detailed Specifications and the Plans pertaining to the work to be done, all of which have been examined by the undersigned. 3 All the various phases of work enumerated in the detaHed Specifications with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be by the Contract under one ofthe items listed in the Bid Schedule, irrespective of whether it is named in said list. 4 Payment for work performed will be in accordance with the Bid Schedule, subject to changes as provided for in the Construction Contract. s Contractor has taken into consideration coordination and scheduling requirements in regard to other Prime Contractors involved in the Project, and understands that construction phasing will be necessary to ensure continuous operation of the ActivitY Center, as outlined by the Owner. 6 Contractor has reviewed document Instructions to Bidders and has included a signed AlA A312 document "Performance Bond' and included the cost Of sald bond under General Requirements on the Bid Schedule .. 7 The bidder acknowledges receipt ofthe following Addenda: (list Addenda by number; if none, so state) (Continued on next page) BIDDER'S PROPOSAL 1 Battlement Mesa Activity Center Weight Room Expansion 8 Base Bid is for General Construction: THE TOTAL BASE BID IS: 11/27/2006 ·----·-------··---·($. __ --../ Contractor. By: Title: Address: Phone: Fax: Contractor License No.: BIDDER'S PROPOSAL 2 Battlement Mesa Activity Center Weight Room Expansion i 1/27/2006 BID SCHEDULE ____________ , _________ .. __ .. ______________ _ Ul' ITEM: PRICE: 000 500 732 2751 3: lC ~~~~~ann~cd~~==========t==:=:=::j ~~----~----------+--------~ ~ast-in-P lace 2C JO 200 6~ JO ·Steel 'in 1 C 7: 1 i n · 79:<1 ~ I arid Seals lies1771~ ,---1->ii&e'="er Doors and 821 0 wood Doors 8520 J$$00 19000 !9260 19510 ~ 'el:oo [9! . '9! 1( 40 1C 20 1500( 15401 1550( 15800 16000 1obOU . Wall& . lA 1 Board I I i t Floorinq linvl Eiase Board nteJ >r Fire 1 . Fixtures I : ( TOTAL: 1Svstem >n BID SCHEDULE . ' 1 Battlement Mesa Activity Center Weight Room Expansion GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION Bidders shall follow AlA Document A201-1997, General Conditions of the Contract for Construction• 11/27/2006 with the following supplementary conditions fisted below, which supercede any conflicting provisions of said AlA document Article 9, Subparagraph 6, Progress Payments Add the following paragraph: 9.6.8 Beginning on General Contractor's second progress payment request, and occurring on each subsequent progress payment request thereafter, lien waivers from previously paid progress payments to the General Contractor and Subcontractors shall be provided. "This document is not included in this specification but is available from many sources. You may contact the Architect for a copy if you are unable to find a copy from a local supplier .. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION Battlement Mesa Activity Center Weight Room Expansion STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR Bidders shall follow AlA Document A101-1997, Standard Form of Agreement Between Owner & Contractor" 11/27/2006 "This document is not included in this specification but is available from many sources.. You may contact the Architect for a copy if you are unable to find a copy from a local supplier STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR SECTION 01100 -SUMMARY PART 1 -GENERAL 11 SUMMARY OF WORK Battlement Mesa Activity Center Weight Room Expansion A. Project: Battlement Mesa Activity Center Weight Room Expansion B. OWner: Battlement Mesa Activity Center c. Architect: Jeff Johnson Architectural, P .C. 11/27/2006 D. The work consists of structural modifications for a floor/ceiling assembly and column support new pass through openings, and interior finish work, to the Battlement Mesa Activity Center, in Battlement Mesa, Colorado, as described in the Contract Documents, Specifications, and Addenda. 1 .. 2 WORK RESTRICTIONS A. Contractor's Use of Premises: During construction, Contractor will be restricted to a defined construction area detennined by Battlement Mesa Activity Center during the mandatory pre-bid site visit and orientation. Contractor will have the opportunity to address on site parking, and staging area requirements during this meeting. Contractor's use of premises shall also be limited by owner's right to perfonn work or employ other contractors on portions of Project. PART 2-PRODUCTS (Not Applicable) PART 3-EXECUTION (Not Applicable) END OF SECTION 01100 SUMMARY 01100-1 Battlement Mesa Activity Center Weight Room Expansion SECTION 01200-PRICE AND PAYMENT PROCEDURES PART 1 -GENERAL .. 1..1 CONTRACT MODIFICATION PROCEDURES 1112712006 A. On Owners approval of a proposal from Contractor, Architect will issue a Change Order for all changes to the Contract Sum or the Contract lime. B.. When OWner and Contractor disagree on the terms of a proposal, Architect may issue a Construction Change Directive, instructing Contractor to proceed with the change. Construction Change Directive will contain a description of the change and designate the method to be followed to determine changes to the Contract sum and/or the Contract lime. 1.2 PAYMENT PROCEDURES A. Submit a Schedule of Values at least 10 days before the first Application for Payment In Schedule of Values, break down the Contract Sum into at least one line item for each Specification Section. Correlate the Schedule of Values with Contractor's Construction Schedule. Schedule of Values shall conform to Bid Schedule provided by General Contractor at bid opening, reflecting any changes made through negotiation after award of contract. B. Submit 3 copies of each application for payment on AlA Document G702f703, according to the schedule established in OWner/Contmctor Agreement 1.. For the second Application for Payment through the Application for Payment submitted at Substantial Completion, submit partial releases of liens from each subcontractor or supplier for whom amounts were included in the previous Application for Payment. 2. Submit final Application for Payment after completion of Project closeout procedures with release of liens and supporting documentation.. Include consent of surety to final payment and insurance certificates .. PART 2-PRODUCTS (Not Applicable) PART 3-EXECUTION (Not Applicable) END OF SECTION 01200 PRICE AND PAYMENT PROCEDURES 01200 ··1 PART 1 GENERAL 1 .1 ALLOWANCES Battlement Mesa Activity Center Weight Room Expansion SECTION 01210 ALLOWANCES AND ALTERNATES 11/27/2006 A. Allowances: Lump sum allowances and unit cost allowances shall include all costs including overflead and profit except as specifically noted.. Coordinate allowances with requirements for related and adjacent work. B. Notification of Owner: Notify Owner of date when final decision on allowance items is required to avoid delays in the worl<. C. Certification of Quantities: Furnish certification that quantities of products purchased are the actual quantities needed with reasonable allowance for cutting or installation losses, tolerances, mixing, waste, and similar margins. D. Invoices and Delivery Slips: Submit invoices or delivery slips to indicate actual quantities of materials delivered and costs.. Indicate amounts of applicable trade discounts. 1 2 ALTERNATES A. Total Price: Provide total price for each alternate in Bid Form. Include cost of modifications to other work to accommodate alternate. Include related costs such as overhead and profit. B. Acceptance of Aftemates: Owner will determine which alternates are selected for inclusion in the Contract. C.. Coordination of Alternates: Modify or adjust affected adjacent work as necessary to integrate work of the alternate into Project Coordinate alternates with related work to ensure that work affected by each selected alternate is properly accomplished .. PART 2 PRODUCTS-Not Applicable To This Section PART 3 EXECUTION -Not Applicable to This Section END OF SECTION ALLOWANCES AND ALTERNATES 01210-1 Battlement Mesa Activity Center Weight Room Expansion SECTION 01300-ADMINISTRATIVE REQUIREMENTS PART 1 -GENERAL 1 .. 1 PROJECT MANAGEMENT AND COORDINATION 11/27/2006 A Coordinate construction to ensure efficient and orderly installation of each part of the Work. B. Conduct progress meetings at Pmject site at up to a weekly basis .. Notify Architect of meeting dates and times.. Require attendance of each subcontractor or other entity concerned with current progress or involved with planning or coordination of future aclivities .. 1 . Upon Owner or Architect's request, record minutes and disttibute to parties involved, including Owner and Architect .. 1 .. 2 SUBMITTAL PROCEDURES A. Coordinate each submittal with fabrication, purchasing, tesling, delivery, other submittals, and related activities that require sequential activity. 1.. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to penni! processing .. 2. Architecl will not accept submittals from sources other than Contractor:. 3. Identify deviations from the contract Documents, failure to do so will result in rejection. 4.. Submit three copies of each submittal.. B. Place a permanent label orfitle block on each submittal for identification. Provide a 4-by 5-inch space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: 1. Project name. 2. Date. 3.. Name and address of contractor. 4.. Name and address of subcontractor or supplier .. 5.. Number and title of appropriate Specification Section. C.. Upon receipt of a Conl!actor signed and labeled submittal, Archffect will review, mark as appropriate to indicate action taken, and return copies less those retained.. Compliance with specified requirements remains Contractors responsibiiHy .. D Construction Schedule Submittal Procedure: 1 . Submit schedule within ten business days after date established tor Commencement of the Work. Distribute copies to Owner, Architect, subcontractors, and parties required to comply With dates. 2.. Revise the schedule after each meeting or activity where revisions have been made. As Work progresses, mark each bar to indicate actual completion. Distlibute revised copies to OWner, Architect, subcontraclors, and parties required to comply with dates. ADMINISTRATIVE REQUIREMENTS 01300-1 PART 2-PRODUCTS 2.1 ACTION SUBMITTALS Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 A. Product Data: Mart<: each copy to show applicable choices and options. Include the following: 1 . Data indicating compliance with specified standards and requirements. 2. Notation of coordination requirements .. 3. For equipment data, include rated capacities, dimensions, weights, required clearances, end furnished specialties and accessories .. B. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit 1 reproducible plint and 1 blue-or black-line plint on sheets at least 8-112 by 11 inches but no larger than 24 by 36 inches. Architect will return the reproducible print. Include the following: 1. Dimensions, profiles, methods of attachment, large scale details, and other information, as appropriate for the Work. 2. Identification of products and matelials. 3.. Notation of coordination requirements .. 4.. Notation of dimensions established by field measurement. C. Samples: Submit Samples finished as specified and identical with the mateoial proposed. Where variations are inherent in the material, submit sufficient units to show full range of the variations. Include name of manufacturer and product name on label. 2 . .2 INFORMATION SUBMITTALS A.. Construction Schedule: Prepare a horizontal bar•chart Contractor's construction schedule .. 1.. Provide a separate time bar for each activity, using same breakdown of Work indicated in the Schedule of Values, and a vertical line to identify the first workday of each week. 2.. Coordinate each element with other activities. Show each activity in proper sequence. Indicate sequences necessary for completion of. related Work. 3.. Indicate Substantial Completion and allow time for Architect's procedures necessary for certifying Substantial Completion. B. Product Certificates: Prepare wlitten statements on manufacturer's letterhead certifying that product complies with requirements .. PART 3-EXECUTION (Not Applicable) END OF SECTION 01$00 ADMINISTRATIVE REQUIREMENTS 01300-2 PART 1 GENERAL 1.1 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 01330 SUBMITTAL PROCEDURES 11/27/2006 A. Types of submittals: Provide types of submittals listed in individual sections and number of copies required below" 1 . Shop drawings, reviewed and annotated by the Contractor-3 copies. 2.. Product data - 3 copies" 3. Samples -2, plus extra samples as required to indicate range of color, finish, and texture to be expected" 4.. Inspection and test reports-3 copies. 5. Wammties-3 copies. 6. SuiVey data - 3 copies .. 7. Closeout submittals-3 copies. B.. Submittal Procedures: Comply with project format for submittals.. Comply with submittal procedures established by Architect including Architect's submittal and shop drawing stamp" Provide required resubmittals if original submittals are not approved" Provide distribution of approved copies including modifications after submittals have been approved .. c. Samples and Shop Drawings: Samples and shop drawings shall be prepared specifically for ttiis project Shop drawings shall include dimensions and details, including adjacent construction and related work. Note special coordination required. Note any deviations from requirements of the Contract Documents. D.. Wananties: Provide warranties as specified; warranties shall not limn length of lime for remedy of damages owner may have by legal statute.. Contractor, supplier or installer responsible for performance of wananty shall sign warranties. PART 2 EXECUTION-Not Applicable To This Section END OF SECTION SUBMITTAL PROCEDURES 01330-1 Battlement Mesa Activity Center Weight Room Expansion SECTION 01400-QUALITY REQUIREMENTS PART 1-GENERAL 1. SECTION REQUIREMENTS 11/27/2006 A Testing and inspecting services are required to verity compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Testing and inspecting services are required to ensure structural integrity and shall be performed by independent testing agencies Owner requested tests are as follows: a. Concrete footer pad, per testing agencies requirements 2 Contractor is responsible for scheduling inspections and tests and notifying testing agency. 3. Retesting and Reinspecting: Contractor shall pay for additional testing and inspecting required as a result of tests and inspections indicating noncompliance with requirements. B. Performance and Design Criteria: Where design services or certifications by a professional engineer are required by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. 2. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated C Submittals: Testing agency shall submit a certified written report of each inspection and test to Architect, Contractor, structural engineer, and to authorities having jurisdiction when authorities so direct Reports of each inspection, test, or similar service shall include the following: 1 Name, address, and telephone number of testing agency. 2 Project title and testing agency's project number 3. Date of report and designation (number) 4. Dates and locations where samples were taken or inspections and field tests made. 5. Ambient conditions at the time of sample taking and inspecting or field testing. 6. Names of individuals taking the sample or making the inspection or test 7. Product and test method. 8. Inspection or test data including interpretation oftest results and comments or professional opinion on whether Inspected or tested Work complies with requirements. 9. Recommendations on retesting or reinspection. 10. Name and signature of laboratory inspector. D Testing Agency Qualifications: Agencies that specialize in the types of inspections and tests to be performed and are acceptable to authorities having jurisdiction. E Testing Agency Responsibilities: Testing agency shall cooperate with Architect and Contractor in performing its duties. and shall provide qualified personnel to perform inspections and tests. 1 Agency shall promptly notify Architect and Contractor of deficiencies in the Work observed during performance of its services QUALITY REQUIREMENTS 01400-1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 2 Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents nor approve or accept any portion of the Work. 3 Agency shall not perform duties of Contractor F. Auxiliary Services: Cooperate with testing agencies and provide auxiliary services as requested, including the following: 1 . Access to the Work. 2 Incidental labor and facilities to assist inspections and tests. 3 Adequate quantities of materials for testing, and assistance in taking samples 4. Facilities for storing and curing test samples 5. Security and protection for samples and test equipment. PRODUCTS (Not Applicable) EXECUTION (Not Applicable) END OF SECTION 01400 QUALITY REQUIREMENTS 01400-2 Battlement Mesa Activity Center Weight Room Expansion SECTION 01420-REFERENCES PART 1-GENERAL 1 1 GENERAL REQUIREMENTS 11/27/2006 A Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. B Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) www.aluminum.org AABC Associated Air Balance Council www.aabchq.com AAMA American Architectural Manufacturers Association www.aamanetorg ACI American Concrete Institute/ACI International www.aci-intorg AF&PA American Forest & Paper Association www.afandpa.org · AGA American Gas Association www.aga.org AHA American Hardboard Association www.ahardbd.org AlA American Institute of Architects (The) www.e-architect.com AISC American Institute of Steel Construction, Inc. www.aisc.org REFERENCES 01420-1 AISI American Iron and Steel Institute www.steel.org AITC Battlement Mesa Activity Center Weight Room Expansion American Institute of Timber Construction www.aitc"glulam.org ALSC American Lumber Standard Committee AMCA Air Movement and Control Association International, Inc www.amca.org ANSI American National Standards Institute www.ansi.org APA-The Engineered Wood Association www.apawood.org APA Architectural Precast Association www.archprecast.org ARI Air-Conditioning & Refrigeration Institute www.ari.org ASCE American Society of Civil Engineers www.asce.org ASH RAE American Society of Heating, Refrigerating and Air-Conditioning Engineers www.ashrae.org ASME International (The American Society of Mechanical Engineers International) www.asme.org ASSE American Society of Sanitary Engineering www.asse-plumbinq.org ASTM American Society for Testing and Materials www.astm.org AWl Architectural Woodwork Institute www.awinet.org REFERENCES 11/27/2006 01420-2 AWS American Welding Society www.aws.org BHMA Battlement Mesa Activity Center Weight Room Expansion Builders Hardware Manufacturers Association www. buildershardware.com BOCA International, Inc. www.bocai.org CFFA Chemical Fabrics & Film AssociaUon, Inc www.chemicalfabricsandfilm.com CFR Code of Federal Regulations www.access.qpo.gov/nara/cfr CISCA Ceilings & Interior Systems Construction Association www. cis ca. org CIS PI Cast Iron Soil Pipe Institute www.cispi.org CRD Standards www.wes.army.mil CRSI Concrete Reinforcing Steel Institute www.crsi.org CSA International (Formerly: lAS -International Approval Services) '#Ww.iasapprovals.org DHI Door and Hardware Institute www.dhi.org DOC Department of Commerce www.doc.gov DOD Department of Defense DOD Specifications and Standards http://astimage.daps.dla.mil/online/ REFERENCES 11/27/2006 01420-3 EINTIA Battlement Mesa Activity Center Weight Room Expansion Electronic Industries Alliance!felecommunications Industry Association www.eia.org EIFS Industry Members Association www.eifsfacts.com EPA Environmental Protection Agency www.epa.gov GA Gypsum Association www.gypsum.org ICBO International Conference of Building Officials www.icbo.org IEEE Institute of Electrical and Electronics Engineers, Inc {The) www.leee.org IESNA Illuminating Engineering Society of North America {The) www.iesna.org IGCC Insulating Glass Certification Council www.igcc.org ITS lntertek Testing Services www.itsglobal.com MBMA Metal Building Manufacturers Association www.mbma.com MSHA Mine Safety and Health Administration, U s. Department of Labor www.msha.gov NEBB National Environmental Balancing Bureau www.nebb.org NECA National Electrical Contractors Association www.necanet.org NeLMA Northeastern Lumber Manufacturers' Association www.nelma.org REFERENCES 11/27/2006 01420-4 NEMA Battlement Mesa Activity Center Weight Room Expansion National Electrical Manufacturers Association www.nema.org NETA InterNational Electrical Testing Association www.netaworld.org NFPA National Fire Protection Association www.nfpa.org PDCA Painting and Decorating Contractors of America www.pdca.com RCSC Research Council on Structural Connections c/oAISC www.boltcouncil.org SDI Steel Door Institute www.steeldoor.org SIGMA Sealed Insulating Glass Manufacturers Association www.sigmaonline.org/sigma SJI Steel Joist Institute www.steeljoist.org SMACNA Sheet Metal and Air Conditioning Contractors' National Association www .smacna.org SSMA Steel stud Manufacturers Association (Formerly: MLISFA-Metal Lath/Steel Framing Association) www.ssma.com TCA Tile Council of America, Inc. www. tileusa.com Underwriters Laboratories Inc www.ul.com WDMA Window & Door Manufacturers Association (Formerly: NWWDA-National Wood Window and Door Association) www.wdma.com END OF SECTION 01420 REFERENCES 11/27/2006 01420-5 Battlement Mesa Activity Center Weight Room Expansion SECTION 01500-TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS 11/27/2006 A Use Charges: Contractor shall pay use charges for temporary utilities except for those listed under Temporary utilities below. B. Standards: Comply with ANSI A10 6, NECA's "Temporary Electrical Facilities," and NFPA 241. 1 Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service Install service to comply with NFPA 70. C Temporary Utilities: Battlement Mesa Activity Center shall provide sanitary facilities and electrical power for contractor Contractor shall determine facility needs and coordinate with Owner regarding location and availability of temporary facilities. Contractor shall provide temporary services above and beyond those provided by Owner if the provisions are inadequate. Contractor shall be responsible for electrical hook-up to any provided electrtcal panels. PART 2-PRODUCTS 2 1 EQUIPMENT A Heating Equipment: Unless Owner authorizes use of permanent heating system, provide vented, self-contained heaters with thermostatic control. 1 Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled, by a testing agency acceptable to authorities having jurisdiction, and marked for Intended use for type of fuel being consumed PART 3 ·EXECUTION 3.1 TEMPORARY UTILITIES A. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. Coordinate with Owner regarding availability of owner provided sanitary facilities. 3 2 TEMPORARY FACILITIES A Provide field offices, storage trailers, and other support facilities as necessary for the Work B Collect waste daily and, when containers are full, legally dispose of waste off-site. TEMPORARY FACiLITIES AND CONTROLS 01500. 1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 1. Handle hazardous, dangerous, or unsanitary waste materials in separate closed waste containers Dispose of material according to applicable laws and regulations. C Provide temporary enclosures for protection of construction and workers from inclement weather and for containment of heat. D Install project identification and other signs in locations approved by Owner to inform the public and persons seeking entrance to Project 3.3 TERMINATION AND REMOVAL A Remove temporary facilities and controls before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. END OF SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 01500-2 Battlement Mesa Activity Center Weight Room Expansion SECTION 01600-PRODUCT REQUIREMENTS PART 1 -GENERAL 1 1 SECTION REQUIREMENTS 11/27/2006 A Provide products of same kind from a single source The term "product" includes the terms ~~material/' ~~equipment/' 1'system," and similar terms. 8 Product Substitutions: Substitutions include products and methods of construction differing from that required by the Contract Documents and proposed by Contractor after award of the Contract 1. Submit three copies of each request for product substitution. 2. Submit requests within ten business days after signing the Contract 3 Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in advance of when materials are required in the Work.. Do not submit unapproved substitutions on Shop Drawings or other submittals. 4. Identify product to be replaced and provide complete documentation showing compliance of proposed substitution with applicable requirements. Include a full comparison with the specified product, a list of changes to other Work required to accommodate the substitution, and any proposed changes in the Contract Sum or the Contract Time should the substitution be accepted 5. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection. C Comparable Product Submittal: 1 Submit three copies of each request for approval of products as comparable to basis-of- design products Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in advance of when materials are required in the Work Do not submit unapproved products on Shop Drawings or other submittals 2. Identify product to be replaced and provide complete documentation showing compliance of proposed product with applicable requirements. Include a full comparison with the specified product 3 Architect will review the proposed product and notify Contractor of its acceptance or rejection D. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft Comply with manufacturers written instructions. 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2 Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing 3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 4 Store materials in a manner that will not endanger Project structure. 5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation PRODUCT REQUIREMENTS 01600-1 PART 2-PRODUCTS 2 1 PRODUCT OPTIONS Battlement Mesa Activity Center Weight Room Expansion A Select products to comply with all of the following that are applicable: 11/27/2006 1. Where a product or manufacturer is named, provide the item indicated No substitutions will be permitted wtthout prior approval by the Architect 2. Where a product is described with required characteristics, provide a product that complies with those characteristics. 3 Where compliance with performance requirements is specified, provide products that comply and are recommended In writing by the manufacturer for the application. 4. Where compliance with codes, regulations, or standards, is specified, select a product that complies with the codes, regulations, or standards referenced B Unless otherwise indicated, Architect will select color, pattern, and texture of each product from manufacturer's full range of standard options. PART 3-EXECUTION (Not Applicable} END OF SECTION 01600 PRODUCT REQUIREMENTS 01600-2 Battlement Mesa Activity Center Weight Room Expansion SECTION 01701-EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 -GENERAL 11 CLOSEOUT SUBMITTALS 11/27/2006 A Record Drawings: Maintain a set of the Contract Drawings as Record Drawings Mark to show installation that varies from the Work originally shown B Operation and Maintenance Data: Organize data into three-ring binders with identification on front and spine of each binder and pocket folders for folded sheet information. Include the following: 1. . Manufacturer's operation and maintenance brochures. 2 Emergency instructions. 3 Spare parts list 4. Wiring diagrams 5 Copies of warranties PART 2-PRODUCTS (Not Applicable) PART 3-EXECUTION 3 1 EXAMINATION AND PREPARATION A Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level, plumb, smooth, clean, and free of deleterious substances; substrates within installation tolerances; and application conditions within environmental limits Proceed with installation only after unsatisfactory conditions have been corrected. B Verify layout information shown on Drawings, in relation to property survey and existing benchmarks, before laying out the Work C Prepare substrates and adjoining surfaces according to manufacturer's written instructions, including, but not limited to, filler and primer application D Take field measurements as required to fit the Work properly Where fabricated products are to be fitted to other construction, verify dimensions by field measurement before fabricating and, when possible, allow for fitting and trimming during installation. 3 2 CUTTING AND PATCHING A Do not cut structural members or operational elements without prior written approval of Structural Engineer. · EXECUTION AND CLOSEOUT REQUIREMENTS 01701 -1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 B. For patching, provide materials whose installed performance will equal or surpass that of existing matelials. For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible 3 3 INSTALLATION A. Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned. Clean exposed surfaces and protect from damage If applicable, prepare surfaces for field finishing B Clean Project site and work areas daily, including common areas 3.4 FINAL CLEANING A. Clean each surface or item as follows before requesting inspection for certification of Substantial Completion: 1 Remove labels that are not permanent. 2. Clean transparent materials, including mirrors Remove excess glazing compounds Replace chipped or broken glass. 3 Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances Leave concrete floors broom clean 4. Vacuum carpeted surfaces and wax resilient flooring. 5 Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures Clean light fixtures and lamps. 6. Clean the site. Sweep paved areas; remove stains, spills, and foreign deposits Rake grounds to a smooth, even-textured surface 3 5 CLOSEOUT PROCEDURES A Substantial Completion: Before requesting Substantial Completion inspection, complete the following: 1 Advise Owner of pending insurance changeover requirements. 2. Submit specific warranties, maintenance. agreements, and similar documents. 3. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities Include occupancy permits, operating certificates, and similar releases. 4 Submit Record Drawings and Specifications, operation and maintenance manuals, property surveys, and similar final record information. 5. Deliver tools, spare parts, extra materials, and similar items. 6 Changeover locks and transmit keys to Owner. 7 Complete startup testing of systems and instruction of operation and maintenance personnel 8. Remove temporary facilities and controls. 9 Advise Owner of changeover information related to Owner's occupancy, operation, and maintt>nance 10. Complete final cleaning requirements, including touchup painting. 11 . Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. EXECUTION AND CLOSEOUT REQUIREMENTS 01701 -2 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 B. On receipt of a request for inspection, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or advise Contractor of items that must be completed or corrected before the certificate will be issued C Request inspection for certification of Final Completion, once the following are complete: 1. Submit a copy of Substantial Completion inspection list stating that each item has been completed or otherwise resolved for acceptance. 2. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. D. Architect will reinspect the Work on receipt of notice that the Work has been completed. 1. On completion of reinspection, Architect will prepare a final Certificate for Payment. If the Work is incomplete, Architect will advise Contractor of the Work that is incomplete or obligations that have not yet been fulfilled. 36 DEMONSTRATION AND TRAINING A Provide experienced instructors for each piece of equipment that requires operation and maintenance to provide instruction to Owner's personnel. Include a detailed review of the following: 1 Include instruction for system design and operational philosophy, review of documentation, operations, adjustments, troubleshooting, maintenance, and repair END OF SECTION 01700 EXECUTION AND CLOSEOUT REQUIREMENTS 01701-3 PART 1 GENERAL 11 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 01730 CUTTING AND PATCHING 11/27/2006 A Cutting and Patching: Provide cutting and patching work to properly complete the work of the project, complying with project requirements for: 1 . Structural work 2. Mechanical/electrical systems. 3. Visual requirements, Including detailing and tolerances. 4 Operational and safety limitations. 5 Fire resistance ratings. 6 Inspection, preparation, and performance 7 Cleaning B. Means and Methods: Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decrease energy performance, increase maintenance, decrease operational life, or decrease safety performance C Intent is to patch such that adjacent materials match color, appearance, texture, etc., with very little visual impact PART 2 EXECUTION 2.1 INSTALLATION A Inspection: Inspect conditions prior to work to identify scope and type of work required. Protect adjacent work Notify Owner of work requiring interruption to building services or Owner's operations. B. Performance of Operations: Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work for approval. C Cutting: Use cutting tools, not chopping tools. Make neat holes Minimize damage to adjacent work Inspect for concealed utilities and structure before cutting. D. Patching: Make patches, seams, and joints durable and inconspicuous. Comply with tolerances for new work E. Cleaning: Clean work area and areas affected by cutting and patching operations END OF SECTION CUTTING AND PATCHING 01730-1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 PART 1 GENERAL 1.1 SUMMARY A Selective Demolition: SECTION 01732 SELECTIVE DEMOLITION 1. Selective demolition of interior partitions, systems, and building components designated to be removed 2 Protection of portions of building adjacent to or affected by selective demontion. 3 Removal of abandoned utilities and wiring systems. 4 Notification to Owner of schedule of shut-off of utilities which serve occupied spaces. 5. Pollution control during selective demolition, including noise control 6. Removal and legal disposal of materials B Hazardous Materials: Asbestos and hazardous materials demolition or removal work is not part of this contract There are no known materials containing asbestos and other hazardous materials within the work of this contract 12 QUALITY ASSURANCE A Codes and Regulations: Comply with governing codes and regulations. Use experienced workers 1.3 PROJECT CONDITIONS A Occupancy: Immediate areas of work will not be occupied during selective demolition. The public, including children, may occupy adjacent areas B Existing Conditions: No responsibility for buildings and structures to be modified will be assumed by the Owner PART 2 EXECUTION 2 1 SELECTIVE DEMOLITION A Demolition Operations: Do not damage building elements and improvements indicated to remain. Items of salvage value, not included on schedule of salvage items to be returned to Owner, shall be removed frorn structure. Storage or sale of items at project site is prohibited. B. Utilities: Locate, identify, disconnect, and seal or cap off utilities in buildings to be demolished C. Shoring and Bracing: Provide and maintain interior and exterior shoring and bracing D. Occupied Spaces: Do not close or obstruct streets, walks, drives or other occupied or used spaces or facilities without the written permission of the Owner and the authorities having jurisdiction Do not interrupt utilities serving occupied or used facilities without the written permission of the Owner and authorities having jurisdiction If necessary, provide temporary utilities SELECTIVE DEMOLITION 01732-1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 E. Operations: Cease operations if public safety or remaining structures are endangered. Perform temporary corrective measures until operations can be continued properly. F Security: Provide adequate protection against accidental trespassing. Secure project after work hours G. Restoration: Restore finishes of patched areas, refer to specification section 01730 END OF SECTION SELECTIVE DEMOLITION 01732-2 Battlement Mesa Activity Center Weight Room Expansion SECTION 02751-CEMENT CONCRETE PAVEMENT PART 1 -GENERAL 1 1 SECTION REQUIREMENTS A Submittals: Product Data, design mixes for concrete and laboratory test reports. B Comply with ACI 301, "Specification for Structural Concrete." PART 2-PRODUCTS 2.1 MATERIALS A Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed B. Welded Steel Wire Fabric: ASTM A 185, flat sheets not rolls. C Air-Entraining Admixture: ASTM C 260. D Chemical Admixtures: ASTM C 494 Calcium chloride shall not be used. 2.2 MIXES A Proportion normal-weight concrete mixes to provide the following properties: 1. Compressive Strength: 3000 psi at 28 days. 2. Slump Limit 3 inches at point of placement 3. W/C Ratio: 0.45 maximum at point of placement 4. Air Content: 5.5 to 7.0 percent PART 3-EXECUTION 3 1 CONCRETE PAD A. Accurately position and support reinforcement, and secure against displacement. 11/27/2006 B. Locate and install contraction, construction, isolation, and expansion joints as required. C Place concrete in a continuous operation within planned joints or sections. Do not add water to adjust slump. D. Float surfaces to true planes within a tolerance of 1/4 inch in 10 feet medium-to-fine-textured broom finish. E Tool edges and joints to a radius of 3/8 inch. CEMENT CONCRETE PAVEMENT 02751-1 Battlement Mesa Activity Center Weight R9om Expansion 11/27/2006 F Begin curing after finishing concrete. Apply membrane-forming curing compound to concrete. G Remove and replace concrete paving that is broken, damaged, or defective Exclude traffic from paving for at least 14 days. END OF SECTION 02751 CEMENT CONCRETE PAVEMENT 02751 -2 PART 1 GENERAL 11 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 03300 CAST-IN-PLACE-CONCRETE A. Provide cast-in-place concrete. 1.2 SUBMITTALS 11/27/2006 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B Mix Design: Submit for approval mix design proposed for use. 1 .3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. '' 8 Testing: Employ an independent testing agency acceptable to Owner to design concrete mixes and to perfonm material evaluation tests. Provide 7 and 28 day cylinder tests. Comply with ASTM c 143, C 173, C 31 and C 39. C. Standards: 1. ACI 301, Specifications for structural Concrete for Buildings 2 ACI318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard Practice. D. Floor Flatness and Levelness Tolerances: 1. Subftoors Under Materials Such as Concrete Toppings, Ceramic Tile, and Sand Bed Terrazzo: ACI 302.1R and ASTM E 1155, floor flatness (Ff) of 15, floor levelness (FI) of 13. 2. Subfloors Under Materials Such As Vinyl Tile, Epoxy Toppings, Paint, and Carpet: ACI 302 1 R and ASTM E 1155, floor flatness (Ff) of 20, floor levelness (FI) of 17. PART 2 PRODUCTS 2 1 MATERIALS A. Cast-In-Place Concrete Applications: 1 Application: Footer Pads & Patch up flatwork PART 3 EXECUTION 3 1 INSTALLATION A Comply with ASTM C 94. Do not change mix design without approval Calcium chloride admiXtures are not permitted. 8 Chamfer exposed edges/comers to provide straight Jines. CAST-IN-PLACE-CONCRETE 03300-1 Battlement Mesa Activity Center Weight Room Expansion C. Tolerance: Plus 1/8" in 1 0" for grade, alignment, and straightness. D Construction Joints: Use keyways, continue reinforcement through joint 11/27/2006 E Isolation Joints: Provide between slabs and vertical elements such as columns and structural walls F. Control Joints: Provide sawn or tooled joints or removeable insert strips; depth equal to 1/4 slab thickness. Spacing as required and approved. G Wall Finishes: As-cast and patched for concealed work; rubbed smooth, filled and cement paste coated for exposed work. H. Slab Finishes: 1 Trowel: Hard, smooth, uniform surface for areas to receive resilient flooring, carpet, or other thin finish material. 2 Broom: After trowel finishing, roughen surface by fine brooming perpendicular to traffic direction for exposed exterior walks, steps and ramps I. Cure and protect work. Report defective work in writing. END OF SECTION CAST-IN-PLACE-CONCRETE 03300-2 PART 1 GENERAL 11 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 05120 STRUCTURAL STEEL 11/27/2006 A. Provide structural steel for building construction, including structural members and guardrail in Weight Room 2 1 2 SUBMITTALS A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. 1 Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project. C. Submtt for approval test reports. 1 3 QUALITY ASSURANCE ' A. Comply with governing codes and regulations Provide products of acceptable manufacturers, which have been in satisfactory use In similar service for three years Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B Standards: AISC, Code of Standard Practice for Steel Buildings and Bridges, and applicable regulations. C. Archttecturally Exposed Structural Steel: Comply with fabrication requirements, Including tolerance limits, and installation tolerances of AISC's "Code of Standard Practice for Steel Buildings and Bridges" for structural steel identified as architecturally exposed structural steel. D Testing: Independent testing laboratory. E. Erection Tolerances: AISC standards. PART 2 PRODUCTS 2.1 MATERIALS A Manufacturers: CEMCO I California Expanded Metal Products Co. or equal B Structural Steel Applications: 1. Application: Building structure and guard rail refer to structural construction drawings for size & location C Steel Materials: 1. Steel Pipe: ASTM A 53, Type E or S, Grade B; or ASTM A 501. 2. Steel Beam: as specified on structural drawings STRUCTURAL STEEL 05120-1 D. Auxiliary Materials: Battlement Mesa Activity Center Weight Room Expansion 1. Electrodes for Welding: AWS Code. 11/27/2006 2. Structural Steel Primer Paint: SSPC -Paint 13, compatible with topcoats 3. Cement Grout: Portland cement, sand PART 3 EXECUTION 3.1 INSTALLATION A Comply with AISC codes and specifications, and with AWS "Structural Welding Codeu B. Employ a registered engineer to check elevations and plumb and level tolerances; certify that installed work is within AISC Standards. Owner may engage testing/inspection agency to inspect welded and bolted connections. C. Guard rail steel: Fabricate with special care using materials carefully selected for best appearance. Store materials off ground and keep clean cut, fit and assemble work with surfaces smooth, square and with complete contact-at joints. Set all cambers up Weld all work continuously; grind smooth and flush to make seams not visible after priming Prepare surfaces to comply with SSPC-SP6; apply prime coat within 24 hours after cleaning. D. Touch-up field welds and abraded areas with shop primer. END OF SECTION STRUCTURAL STEEL 05120-2 Battlement Mesa Activity Center Weight Room Expansion SECTION 06100-ROUGH CARPENTRY PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A Submittals: Model code evaluation reports for engineered wood products. PART 2-PRODUCTS 2.1 WOOD PRODUCTS, GENERAL 11/27/2006 A Lumber: Provide dressed lumber, S4S, 15 percent maximum moisture content for 2-inch nominal thickness or less, marked with grade stamp of inspection agency B. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project C, Wood Structural Panels: DOC PS 2 Provide plywood complying with DOC PS 1, where plywood is indicated, 2.2 TREATED MATERIALS A Preservative-Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection agency approved by ALSC's Board of Review, After treatment, kiln-dry lumber and plywood to 19 and 15 percent moisture content, respectively. Treat indicated items and the following: 1. Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Concealed members in contact with masonry or concrete. 3 Wood framing members less than 18 inches above grade 4 Wood floor plates installed over concrete slabs directly in contact with earth. 2.3 LUMBER A Dimension Lumber: The following grades are per inspection agency indicated: 1. Non-Load-Bearing Interior Partitions: ·Standard, Stud, or No 3: 2. Framing Other Than Non-Load-Bearing Partitions: No. 2: Douglas fir-larch: NLGA. WCLIB, or WWPA B. Concealed Boards: 19 percent maximum moisture content 2.4 ENGINEERED WOOD PRODUCTS A Engineered wood products with allowable design stresses, as published by manufacturer, that meet or exceed those indicated · Manufacturer's published values shall be demonstrated by comprehensive testing. B. Laminated-Veneer Lumber: Manufactured with exterior-type adhesive complying with ASTM D 2559 Allowable design values determined according to ASTM D 5456. ROUGH CARPENTRY 06100-1 Battlement Mesa Activity Center Weight Room Expansion 1 Extreme Fiber Stress in Bending, Edgewise: per structural recommendations 2. Modulus of Elasticity, Edgewise: per structural recommendations 11/27/2006 C Wood /-Joists: Prefabricated units complying with APA PRI-400; depths and perfonnance ratings not less than those indicated 1. Web Material: Either oriented strand board or plywood, Exposure 1 2. Structural Capacities: Establish and monitor structural capacities according to ASTM D 5055. 3. Trademark: Factory mark /-joists witl1 APA trademark indicating nominal joist depth, joist class, span ratings, mill identification, and !-joist compliance with APA standard. D. Rim Boards: Performance-rated product complying with APA PRR-401. 1. Thickness and Grade: 1-1/8-inch rim board 2. Trademark: Factory mark with APA trademark indicating thickness, grade, and compliance with APA standard 2.5 PANEL PRODUCTS A. Plywood Wall Sheathing: Exposure 1 sheathing. B Oriented-Strand-Board Wall Sheathing: Exposure 1 sheathing. C Paper-Surfaced Gypsum Wall Sheathing: ASTM C 79/C 79M, water-resistant core. D Plywood Subflooring: Exposure 1 single-floor panels or sheathing 2 6 MISCELLANEOUS PRODUCTS A. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M 1. Power-Driven Fasteners: CABO NER-272. 2. Bolts: Steel bolts complying with ASTM A 307, Grade A with ASTM A 563 hex nuts and, where indicated, flat washers. B Metal Framing Anchors: Hot-dip galvanized steel of structural capacity, type, and size indicated C. Building Paper: Asphalt-saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt), unperforated. D Building Wrap: Air-retarder sheeting made from po/yolefins; cross-laminated films, woven strands, or spun-bonded fibers; coated or uncoated; with or without periorations; and complying with ASTM E 1677, Type/. E. Sill-Sealer: Glass-fiber insulation, 1-inch thick, compressible to 1/32 inch. F. Adhesives for Field Gluing Panels to Framing: APAAFG-01 PART 3-EXECUTION 3 1 INSTALLATION ROUGH CARPENTRY 06100-2 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 A Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction B. Provide required blocking, window bucks, and nailers to accommodate building components such as windows, door frames, grab bars, recessed assemblies, and sflilifar items. C. Securely attach rough carpentry to substrates, complying with the following: 1 CABO NER-272 for power-<lrtven fasteners 2. Published requirements of metal framing anchor manufacturer 3. Table 23-11-B-1, "Nailing Schedule," and Table 23-11-8-2, "Wood Structural Panel Roof Sheathing Nailing Schedule," in the Uniform Building Code D. Fastening Methods: Comply with recommendations in APA Form No E30K and the following: 1. Combination Subfioortng-Underlayment: Glue and nail to framing. 2. Subfiooring; Glue and nail to rraming. 3 Sheathing: Nail to framing. 4. Underlayment: Nail or staple to subflooring. END OF SECTION 06100 ROUGH CARPENTRY 06100-3 SECTION 06400 -CABINETRY PART 1 -GENERAL Battlement Mesa Activity Center Weight Room Expansion 1. 1 SECTION REQUIREMENTS A Submittals: Product Data, Shop Drawings, and material and color Samples · 11/27/2006 B Verify dimensions by field measurements; measure for countertops after base cabinets are Installed C. Standards: Architectural Woodwork Institute (AWl) 'Architectural Woodwork Quality Standards.' D Provide necessary blocking to ensure sound, tight, and secure installation PART 2 -PRODUCTS 2 1 SHELVING A Shelving within closets: 15" deep, %" minimum thickness plywood with hardwood edgeband, paint plywood color of closet interior. 22 CASEWORK A Kitchenette Cabinets: Wood-faced cabinets, reveal overlay style, Maple veneer, natural stain. Based cabs 24" deep, 34" high, Wall cabinets 12" deep, 30" high. B. Countertop and Splashes: Stone-Ply composite countertop by Stromberg Architectural Products inc. applied directly to smooth plywood substrate, with bullnose edge detail. Finish to be Granite style #G682. PART3-EXECUTION 3.1 INSTALLATION A. Install cabinets with no variations In flushness of adjoining surfaces by using concealed shims. Where casework abuts other finished work, scribe and cut for accurate fit. Provide filler sbips, scribe strips, and moldings in finish to match casework face. B. Install cabinets without distortion so doors and drawers fit openings properly and are aligned C. Install level and plumb to a tolerance of 1/8 inch in 8 feet . D Fasten each cabinet to adjacent unit and to structural members of wall construction. Fasten wall cabinets through back, near top and bottom, at ends and not Jess than 24 inches o c E. Fasten plasflc-Jaminate countertops by screwing through comer blocks in base units into underside of countertop. Spline and glue joints in countertops and use concealed mechanical clamps. CABINETRY 06400-1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 F. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. G. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials H Repair minor damage, clean and protect END OF SECTION 06400 CABINETRY 06400-2 Battlement Mesa Activity Center Weight Room Expansion SECTION 07210-BUILDING INSULATION PART 1 -GENERAL PART 2 • PRODUCTS 21 INSULATION PRODUCTS 11/27/2006 A Acoustic insulation: Friction fit, full thick batt, layered within floor/ceiling assembly for cavity fill. PART 3-EXECUTION 3.1 INSTALLATION A Install insulation in areas indicated or required to produce a minimum layer of six inches. Cut and fit tightly around obstructions and fill voids with insulation. END OF SECTION 07210 BUILDING INSULATION 07210-1 Battlement Mesa Activity Center Weight Room Expansion SECTION 07920-JOINT SEALANTS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS 11/27/2006 A Environmental Limitations: Do not proceed with installation of joint sealants when ambient and substrate temperature condiUons are outside limits pennitted by joint sealant manufacturer or are below 40 deg F. PART 2 -PRODUCTS 2.1 JOINT SEALANTS A Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions. B. Sealant for General Extelior Use Where Another Type Is Not Specified: 1 Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS; Class 25; Uses T, NT, M, G, A, and 0. C. Sealant for Use in Interior Joints in Ceramic Tile and Other Hard Surfaces in Kitchens and Toilet Rooms and Around Plumbing Fixtures: 1 Single-component, mildew-resistant silicone sealant, ASTM C 920, Type S; Grade NS; Class 25; Uses NT, G, A, and 0; formulated with fungicide. D. Sealant for Interior Use at Perimeters of Door and Window Frames: 1 Latex sealant, single-component, nonsag, mildew-resistant, paintable, acrylic-emulsion sealant complying with ASTM C 834. E. Acoustical Sealant for Exposed Interior Joints: 1 . Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834. F. Sealant for Use In Interior Floor Slab Joints: G. Sealant at Interior wall assemblies. 1. Between finished floor slab & base trim in wall assemblies with metal panel wainscot. 2 Between finished gypsum board and wainscot trim in wall assemblies with metal panel wainscot PART 3 -EXECUTION 3.1 INSTALLATION A Comply with ASTM C 1193 END OF SECTION 07920 JOINT SEALANTS 07920-1 (!) 0 ~ 12! .,.... .,.... i (,.)"' ~.Q ~~ ~~ mw g)E :!!o .... o co:: .,,.. E.c (I) C) ~~ 10 W· ....!; :;:,: a: ~: (.)· (J)' et: 0 0 0 b C> 0 co 0 z 0 ~ DOOR NO. L01 L02 L03 L04 LOS LOS M01 M02 M03 M04 LOCATION FROM TO ex!S!!ng hall neW coriference room existing ha!J new fitness room storage 1 new fitness room storage ·i new fitness room ......._ storage 2 new conterenca room storage2 new conferen~ room weight room 2 extenof exist. we1,ght room weight room 1 we~htroom 1 weight room 2 . halfway weight room 1 BMAC Weight Door Schedule DOOR " FINISH SIZE WIDTH f.IEIGH THK. TYPE MAT. CORE DOOR FRAME 3'~6" 6'-8" 2" hinged smgle maple veneer solid wood starned dk bronze 3'--6" 6'~8" 2" hinged single maple veneer solid wood ·stained dkbronze s•..on 6'-8~ 13/8" h·rnged double maple veneer solid wood stained dk bronze 5'-0~ 6'-811 1 3/8" hinged double ·maple veneer solid wood stamed dk bronze 4'-Q" 6'-8" 1 3/8" hinged double maple veneer soJidwood stained dk bronze 4'-0" 6'-8" 1 3f8U flinged double maple veneer solid wood stamect dkbronze :.?'-0'' 6'-8" 2" hinged single meta! painted HC170 Hcmi •4'-0" 6'-8" nla trall)e only meta! metal ma HC170 5'-D" 6'-8" nfa . frame only metal metal nia HC170 3'-0· 6'-8" 2" hinged singie me1a! glass dk bronze dkbronze FIRE HARD RATING WARE none, Group 1 none .Group 1 none Group2 none Group2 none Groups none Gi-oup3 rione Group4 nla nfa none Groups 0 0 0 ro 0 REMARKS tramed opening onlY tramed openmg onlY full lite safely glass w ....! :::> frl J:: () (/) 0:: 0 0 a ! ' PART 1 GENERAL 11 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 08110 STEEL DOORS AND FRAMES A. Provide steel doors and frames as indicated on the plans 1.2 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation Instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction 1 3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors and Frames. C Perfonmance Standards: 1 Fire-Rated Assemblies: NFPA 80, and acceptable testing agency listing. 2. Thenmai-Rated Assemblies at Exterior: ASTM C 236 or ASTM C 976. 3. Sound-Rated Assemblies at Mechanical Rooms: ASTM E 1408, and ASTM E 413. PART 2 PRODUCTS 2.1 MATERIALS A Manufacturers: Amweld Building Products; Benchmark Products; Pacific Aluminum; Presray Critical Containment Solutions, a Division of Pawling Corp.; Steel Door Institute; Steelcraft, Div. of IR Security Technologies; Timely Industries; Windsor Republic Doors. B. Exterior Steel Doors: 1 Door Type: Standard steel doors with hollow or composite construction 2. Door Thickness: 2 inches 3. Door Gauge; Exterior doors, minimum 16 gauge galvanized sheet steel. 4. Door Application: Exterior doors, thermally insulated. 5 Finish: Factory primed and field painted C Exterior Steel Frames: 1 . Material: Galvanized sheet steel 2 Comers: Mitered 3. Type: Welded 4. Thickness: 16 gauge (.0358 inch). 5. Finish: Factory finished. STEEL DOORS AND FRAMES 08110-1 PART 3 EXECUTION 3.1 INSTALLATION Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 A Fabricate work to be rigid, neat and free from seams, defects, dents, warp, buckle, and exposed fasteners Install doors and frames in compliance with SDI-100, NFPA 80, and requirements of authorities having jurisdiction 8 Provide thermally improved doors with maximum U-value of 0.24 BTU/hr/sq. ft degree F (ASTM C 236) for all exterior doors and elsewhere as noted C. Provide acoustically improved doors with minimum STC of 33 (ASTM E 90 and ASTM E 413) where indicated D. Hardware: Prepare doors and frames to receive hardware on final schedule. E Shop Finish: Clean, treat and prime paint all work with rust-inhibiting primer comparable with finish paint specified in Division 9 section. Provide asphalt emulsion sound deadening coating on concealed frame interiors. F. Touch-up damaged coatings ready to receive finish painting END OF SECTION STEEL DOORS AND FRAMES 08110-2 PART 1 GENERAL 1.1 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 08210 WOOD DOORS A Provide wood doors as indicated on plans 12 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used B. Samples: Submtt two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. C Warranty: Submit manufacturers standard warranty. Include labor and materials to repair or replace defective materials. Solid-Core Interior Doors: 5 years. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provid.e products of acceptable manufacturers, which have been In satisfactory use in similar service for three years. Use experienced installers Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Quality Standards: [NWWDA I.S.1-A, 'Architectural Wood Flush Doors.'] PART 2 PRODUCTS 2.1 MATERIALS A Interior Flush Wood Doors: 1 . Type: Solid wood. 2. Thickness: as indicated on door schedule 3. Grade: Custom 4 Frames: Knock down metal 5 Face: Maple veneer 6. Finish: Transparent stain and 2 urethane coats PART 3 EXECUTION 3.1 INSTALLATION A Comply with NWMA I.S. 1A and specified quality standard. B Prefit doors to frames. Premachine doors for hardware listed on final schedules Factory bevel doors C. Install doors with not more than 1/8 inch clearance at top and sides, 1/4 inch at bottom. Comply with NFPA 80 for rated assemblies D Adjust, clean, and protect END OF SECTION WOOD DOORS 08210-1 PART 1 GENERAL · 11 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 08520 ALUMINUM WINDOWS A Provide aluminum windows. 1.2 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. C Warranty: Submit manufacturer's standard warranty Include labor and materials to repair or replace defective materials: 1 Warranty Period: 5 years D Maintenance Data: Submit manufacturer's maintenance data, including maintenance schedule. 1 3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B Performance: Comply with MMA!NWWDA 101/IS 2 for grade of window required. PART 2 PRODUCTS 21 MATERIALS A Aluminum Windows: · 1. Construction: Thermal-break type. 2. Aluminum Window Members: Aluminum extrusions. 3. Anchors, Clips, and Window Accessories: Aluminum, nonmagnetic stainless steel, or galvanized steel. 4. Window Operation: Fixed windows. 5. Grade: Heavy commercial. a. Standard: AAMAINWWDA 101/I.S. 2, Grade 55. 6 Glazing: Single pane, and Insulated glass with low-e coating at exterior 7. Glazing Color: Clear or Tinted glass to match, as indicated on drawings 8 Aluminum Finish: Match existing window frames @ exterior 2-coat PART 3 EXECUTION 3.1 INSTALLATION A Fabricate windows to confonm to MMA standards and accept glass specified. ALUMINUM WINDOWS 08520-1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections C. Restore damaged finishes and test for proper operation. Clean and protect work from damage END OF SECTION ALUMINUM WINDOWS 08520-2 <!) 0 a ~ ~ ~ ~ ... ~ ., (.) »"' :s:·~ ~c "''" -(0. :x.l:l ., E ::!Eo .. o c~ .... ~a w i:j.'Ql 5 "'3: 0 !Xl w :r: () U) g 0 z ~ ' 0 g ro 0 z 0 5 w U) NO. M01 M02 .M03 M04 MD5 M06 M07 BMAC Weight Window Schedule LOCATION WINDOW SIZE ROOM TYPE R.O. SILLHT. HEADHT. MANUFACTURER I MODEL NO. I weight room 1 f!Xea 3'-4" X 4'~0" > 7'-0" elmer glass weight room 1 fixed 3'-4" X 4'·0" > 7'-0" e!mergiass we1ght room 1 fiXed 8'·0" X 1'-6" > 6'-6" elmer g1ass wetght room 1 fiXed 8'-0" X 1'-6" > 6'-6~ elmergiass wetght room 2 fiXed 8'-0" X 1'-6" > 6'-Sn elmergJass welght room 2 fixed 8'..0" X 1'-6" > 6'-6ft elmer glass exist. wetght room fiXed 3'-0"x7'..(J" > 8'-8' elmer glass .~ L__~·~~ '----·-~-------------- Note: Head heights shall be tleld verified due to site conditions, and may vary REMARKS Window B Window B Wind_owA Window A Window A Window A Window C 0 0 ~ 0 w ...J :::J 0 w :r: 0 (f) ~ 0 z $ Battlement Mesa Activity Center Weight Room Expansion SECTION 08600-WINDOW SCHEDULE 0 ~ • ~ u ~ ~ • E I! .. . ~-c --• "' fi ... ·' % , .. awruh1oo~ fiU!fS!X€1 l 0~ !J9A • ~ ~fi' "'· ~ ~~ • 15) '!i ~ 'C ~ ~§ ~ ~ • 1]8 :0 ~~ .s2 ~ , .g _Gs 11~ -~ ~ID ' .... , _, .,.,, " 0 ~ 1il ~ I! 0 " ~ .,(!-,~ ' ·' .z-.• "' ~ • c ~ 1il 11 I! ~ ~ ' WINDOW SCHEDULE 11!27/2006 0 0 ~ .. $ ffi ~ • u ~ ~ ~ 0 • ~! • I! , "0 a s : • c: "' '$ ~ 0 -s .~.l: .z .%!1 08600 PART 1 GENERAL 1.1 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 08710 DOOR HARDWARE A. Provide door hardware. 1.2 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B Submit for approval hardware schedule proposed for use based on owner's requirements. 1 3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions B. Materials and Application: ANSI A156 series standards. PART 2 PRODUCTS 2 1 MATERIALS A Manufacturers: McMinney, Precision, Norton, Trimco, Pemko, and Best. B. Door Hardware 1. Quality Level: Medium to heavy duty commercial 2. locksets and Latchsets: Bored cylindrical type 3 Lock Cylinders: Interchangeable. 4. Keying: OWner's requirements. 5. Hinges and Butts: Full-mortise type at interior, with nonrernovable pins at exterior doors. 6. Closers, Door Control, and Exit Devices: High frequency, Barrier Free. 7. Hardware Finishes: Oxidized satin brass finish on exposed surfaces. C Auxiliary Materials: 1. Door Trim Units: Kickplates, edge trim, viewers, knockers, and related trim. 2 Provide door stops. 3. Soundstripping. on all interior doors. 4. Weatherstripping and thresholds on all exterior doors. PART 3 EXECUTION 3 1 INSTALLATION A Follow guidelines of DHI 'Recommended Locations for Builder's Hardware and hardware manufacturers' instructions· DOOR HARDWARE 08710-1 32 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance Coordinate with work of other sections c. Adjust operation, clean and protect SCHEDULE A. Hardware Schedule: Group 1: 3 Standard hinges McKinney TA2314 4 W' x 4 Y." NRP 108 1 Lock set Best73KC7R 613 1 Closer Norton CLP-7500 690 2 Kickplates Trimco K0050 1 0" x 40" 220 1 Floor stop Trimco 1231 220 1 Threshold Pemko 2720 42" D 1 Door seal Pemko S88 021 D21 1 Lever 'Best R-Ciassroom F84 613 Group2: 6 Standard hinges McKinney TA2314 4" x 4" NRP 10B 1 Lockset Best73KC7R 613 2 Kick plates Trimco K0050 10" x 28" (room side} 220 1 Lever Best D-Storeroom F86 613 Group3: 6 Standard hinges McKinney TA2314 4" x 4" NRP 10B 1 Lock set Best73KC7R 613 2 Kickplates Trimco K0050 10" x 22" (room side} 220 1 Lever Best D-Storeroom F86 613 Group4: 3 Standard hinges McKinney TA2314 4 Y." x 4 Y." NRP 108 1 Exit Device Precision 2108-V4908AA-LH-36x72x2 US10B 1 Cylinder Best 1 E72S2RP 613 1 Closer Norton CLP-7500 690 1 Kickplate Trimco K0050 10" x 34" 220 1 Threshold Pemko 2750D 36" D 1 Door seal Pemko S88 020 020 1 Ooorsweep Pemko 18061 DNB 36" 0 Group 5: 3 Standard hinges McKinney TA2314 4 Y." X 4 Y." NRP 108 1 Lockset Custom card operation, refer to owner 1 Closer Norton CLP-7500 690 1 Wall stop Trimco 1270WV 613 1 Threshold Pemko 272D 36" 0 1 Ooorseal Pemko S88 D20 020 1 Lever Custom for card reader, match Best Note: refer to owner regarding salvage ability of existing card reader door END OF SECTION DOOR HARDWARE 08710-2 ( ( ~ Stainless steel base or available in brass or bronze base matetial polished and plated O! furnished in prime or powder coat ' i l •. .TA2714 • _ • Steel base polished and plated or fmnished in prime or powdet' coat finish. ~ot available In Stainless: Recommended for standard weight medium frequency doors or doors with dosing devices .. I 34 An ASS A ABLOY Group compar:Y McKINNEY 1-800-346-7707 www.mckinneyhinge.com Available Options: .•. , -,: • NRP (non-removable pin) Til (ball bearing) . • TCA (concealed bearing) • RC (round corner-*" radius furnished unless specified otherwise) • HT (hospital tip) • BT (ball tip} • ST (steeplet!p) • SSF (safetystudfeature) • QC (quickconnecth!nge) 2,4,6 8 10 or 12 wire available • CC (ooncealeddrcult) 4.6or8wlre available* • CS-(concealedswitch-handingrequired)* • MM (magnetic mon!tming) • "S' (sherad!zlng, OUI additional rust resfstantbase under prime coat on steel base) • SJ!p!n (Type 1 or Type2) • Beveled Edge (wheredoorsarebev.led onh!ngesidespec!!YTA4314or TA4714) *Not available in Stalrdess Packing: . • . • All standard weig(lt full moztise ~on-fe1rous hinges are packed with all maclrlne x 112 wood scre-ws .. Steel hinges (except USP) are packed all ffiach4"te x all wood screws. For special" s~ews consult price book on availability. ANSI Cross Reference: A2112 Brass, Bronze A5112 Stainless A8112 Steel ASSAABLOY 7KC L.ockset FEATURES • Versatile trims & finishes available • Cylindrical chassis to fit common door preparation. • Standard and Drive-in latches available. ....... .-. ..... JIIIIIt. ~IV~I ~NII!M111S!I>II<InWIMIM~ 11West4o"J:dS!/'ei;!';NeNY9ri<,IIY!OC!3G Products protected by one or mora of the following pate~ts: 4,843,852 0,290,085 4,930,822 • Internal steel mechanisms are corrosion treated for nonmal atmospheric conditions. (' • Through-bolt mounting studs increase torque resistance .. • ADA compliance title Ill • Listed by Underwrlters Laboratories for use on 3 hour, A ( · \ label single swinging doors (4'x 8'). • Quick rekeying with BEST interchangeable cere • No exposed keeper hole on keyed units for increased security. • Hub torque spring provides extra resistance to lever sag • Snap-on inside rose (no exposed mounting screws) • Keyed lever is removable only after removal of core. SPECIFICATIONS • Lockset reversible for either hand of door without removing keyed lever. • Certification--This product is listed in BHMA Directory of Gertffiild Locks and Latches as conforming to ANSI Aj56.2, Seties 4000, Grade 2. (formerly FF-H-i06C.) CaOfornla Adm.inistrative Code Title j 9 and 24. Illinois Accessibility Standard Baokset-2 'N' ior 72KC Series; 2 '!ttor 73KC Series; 3 '/,' for74KC Series;. 5' for 75KG Series. Finishes~· 605-bright brass, 606-satin crass, 612-satin bronze, !!13-oxidized satin bronze, oil rubbed, 625-bright chromium plated, 625-satin chromium plated Interchangeable core-Solid brass, pin-tumbler type in lever with 7-pin core. Best Patented Keying System optional. ' 1/ • 1 1 s 3 1 5 3 Latch-·/," throw deadlockrng latch. Front: 2/4' xi /o' x /~" standard for 2 /4' backset; 2/." x 1" x i'd' for 2 /,'' backset Lever-5 It long handle with retum Projection on door 2 /,•. Zinc base, plated to match finish. Material-Component parts include brass; bronze or zinc. Internal parts are zinc dlchromated steel. Mounting-· 2 /."diameter bore for lock housing, 1" diameter for latch tube Rose -D -3 /,• diameter mounting screws concealed . Strike -STK (standard) -2 ?.<· x 1/.' with curved lip & box. (ANSI A)152 fori~." doors) 53-4 /," x 1 /." with curved lip & box. (ANSI Aii52 for 1 ~·doors) Dooi thickness-i :..• to 2' standard NOTE: When a heavy duty cylindricallockset is required, our heavy duty 9K Series. Is recommended" ( i!:ES"lt ~ ACCE:SS SYSTEMS C-:>t.JTV FUNCTIONS Grade2 a:st "'CC~SS .SYSTEMS 't.Ast"E oF cc:>Nl'EI'"its'' .· ;f> ~i,_,,_,_ ;•,, ;-·:. , Pag~ · 1 E serles/FeaMesispecs/~owto order:-... : .... ,. 2, s ·. ·· AdapJafton Cams: ... .. . ... ..... . ... , .. :.s iE Series Special Cylinders, ...• :, : •• :: ', ... : ... 4, 5 ·:1 E CylinderSpecial Rings. ... . . . . . ....... . ..... 9 1 E7J4/1E7K4 High Secmity 9Yiinders ......... :· 6. ::5~ Series Specs/Accessmies . .. ... 10 ·· Eurocylinders.. .... . : . .,. , :·.-:f:';?,,:':_;·,,, ..... :.1:.' ~;~.:,; 5~.,;;erieil.l;l9JV}o0rder .. .. . , . . , ... .. .. ... 11. 1E Mortise Cylinder Standard mortise applications require use of Besfs 1 E Series cylinders with • · standard 1 E·C4 c"am. Best cylinders may be altered to iunctloh with other · manufacturers' locks by use of different cams (see page 8) and different cylinder rings (see page 9). Special cylinder variations are available for most applications (see pages 4 & 5). Best cylinders are machined from brass or bronze bar stock and are available in a variety of finishes. Additional security is provided by a set screw that mounts diagonally in the cylinder wall and when tightened, holds the cylinder securaly lh the housing. Best mortise cylinders feature the Be~! iliterchangeabie core and may be masterkeyed into any existing Best system Contact your local Best Representative for informalion on special cylinder applications not listed in this catalog. Specifications Cylinder Nomenclature 1E·64 1E·74 Dimension "A" cylinder diameter ·1 %2' Door 'Thickness 1 %"to2w To order: see below exampl~: 1 E74·C4·RP3·626 Products covered on or more of the following patents: 4,437,695 %zll 0-dummy Blank"Standard 3E·1 W' 6·6 pin 22 .. 1 %u 5E~see 7-7pin, 24·1 %"etc. page 10 housing up to. BE·see accepts see pagesw 96··6" page? all Best 4&5for cores speclaicyl (sea page 4 & 5) • For additional special mortise cylinders, ·see pages 4 and 5. ~ Must specify key mark and number of keys or designate UC for less' core. · 1 E Rim Cylinder Standard rim cylinder applications require the use of Best's 1 E rim cylinder series. Best rim cylinders are interchangeable with other-manufacturers'rlm cylinders. Best rim cylinders are machined from solid bar stock and are available in a variety of finishes The standard package for the Best rtm cylinderincludescyllnder, 1E·R3 and 1E·R5 rings, 1E·S2 spindle, clamp plate and clamp plate screws. Best rim cylinders feature the Best interchangeable core and may be masterkeyed into any existing Best ·system. · · Specifications Cylinder Nomenclature ...._ .. 1E·62 ~1E·72 Dimension uA" Door Thickness 1"to2%" iV4u to 311 Cyilncier diameter • 1 'Y:lz" • To order: see below example: 1 E72-S2·RP·626 see (specJai rings see page 9) (f)~.~il rv<1 CJ r< -r, i s E ( l .. STANDARD RINGS RP Standard Ring Package The RP standard ring package for the 1 E··62 and 1 F72 includes a 1 ER3 and 1 ER5 ring RP1 Ring Package The RP1 ring package forthe1 E- 76 cylinder includes a 1 E-R2 (%') and 1 E'-113 (o/ls') ring RP2 Ring Package The RP2 ring pacKage for the 1 E- 64 cylinder includes a 1 E-R2 ('la 1 and 1 E-R4 CA') ling. RP3 Ring Package The RP3 ring package forthe 1 E- 74cylinder includes a 1 E·H2 (Ya1 and 1 E-R4 (\4 ')and a 1 E·R5 ('Ia 1 STANDARD CAM Standard 1E-C4Cam Standard Cam for 1 E·64, and 1 E·-74 Mortise cylinders . 1E·R2 %'1 1E-R4 14" 1E•R5 o/a.'l Unless otherwise specified, toe 1E·C4 cam is supplied on -all1 E mortise cylinders ... Other available cams are listed on page 8. If a cam other than the vafiety listed is needed, a sample cam shouldbe forwarded to your Best Representative along with the look manufacturer's name and Jock series or Identification number. SPINDLES 1 E'S2 Spindle (Steel) -A 401 oo-SH 1E-S3 Spindle (Bronze)-A-401 OO·.Z. 5" Spindle· A-54950 %•' Spindle-A40101 The 1 E-82 flat spindle is supplied standard on aJI1 E rim cylinders If marine application is necessary, request "marina construction" (1 E·S3 bronze spindle and nonferrous materials supplied). A five (5) inch spindle is . available for thick door applications. MORTISE SERVICE EQUIPMENT ED212 ED211 Mortise Cylinder Wrench The Best mortise cylinder wrench and test handle is an essential dual-purpose tooL The double end is.used primarily to install or remove Best mortise cylinders without marring the cylinder surface finish. The single end may lie irsed to testthe Jock operation, as well as align the throw pins ' To order specify: ED211 mortise cylinder wrench. ED212 Mortise Cylinder Cam Assembly Tool Mortise cylinder cams are quickly changed with the tise of this tool. Approximate length 1 %". · To order specify: ED212 assembly to~/. ED221 Mortise Cylinder Thread Repair Die Tool for ie-threadlng 1 o/"'" diameter cylinders .. To order specify: ED221 thread repair die .. ED222 Cylinder Cam Testing Tool Special cylinder /wrench assembly .. Screws provide rapid means to install cams for testing. · To order specify: ED222 cam testing tooL ED225 Hole Tap For 1 %,"Mortise Cylinder Tap tool used to re-thread housing threads for 1 E Mortise Cylinders. A40095 Standard Throw Pins c·::: V m ~ N. . . r:---.. E. · ~--,. c::'" --!il.--m L.....,... ---~ ~ ..... :> ( ( 8300 2100 Series ·Reversible FL2100 Fire Exit Series. Reversible DOORS-For all types of single and double doors with a mullion For mullions, see page 18 Available for 1-314" to 2-114" thick, up to 4' -0" wide openfng. For thicker doors, consult factory Furnished standard for 1-314'' thick, 3'-0" wide opening DEVICE -Covers ANSI A 115.2 (Type 161 ), A 115.18 cylinder lock and A 115 1 (Type 86) Mortise Lock preparation FUNCTIONS -Funclions are field selectable except for the Double Cylinder opfjon. The device is_furnished for a desired function if speCified If not specified ~he "Q3" furictioh iS furnished standard DOUBLE CYWIDER -Handed, "10" Function available Requir6s two rim type cylinders, not furnished standard See page 5 and 19 BASE MATERIAL -The Cover Touchbar, Device Channel, Lock/Hfnge Side Filler and End Cap are furnished of heavy wrought Brass, Bronze or Stainless Steel. US28 Devices are furnished with·AJuminum Brass, Bronze and Stainless Steel components See ~Finish & Base Material~ chart on page 3. CHASSIS-Investment Cast Steel, Zinc Dichromated LATCHBOLT-Stainless Steel, Deadlocking, 3/4" throw STRIKES·-No 5300, Investment Cast Stainless Steel, Black Powder Coated furnished Standard For optional strikes see page~O. DOGGING-1/4 tum hex key dogging standard. NOT available on Fire Exit Hardware TOIJCHi3AR HEIGHT-39-15116" from ftoorstandard. Maybe varied as situation dictates. · REVERSIBLE-Reversible for all functions and Trims Standard packaging RHRB U.L. LISTED-Panic and Fire Exit Hardware. For FIRE EXIT HARDWARE Ratings see page 35 Confonms to UL 1 OC and usc 7-2. ANSI/BHMA-Devices are BHMA certified for ANSI 156.3, Grade 1 FINISHES-US3, US4, US10, US108, US26, US26D, US28, US32D. For Finish descripfion see page 3. CYLINDERS-Rim Type, not furnished standard. Specify when required For cylinder details see page 19 STILE WIDTH-See Stile Information on page 32 RETROFIT APPLICATIONS-The 2100 and FL2100 Series Oevfces are designed to retrofit into other manufacture~s· mounting hole locations 1700 Series Pull Trim and 4900 Series Lever Trim may also be factory set for these applications by specifying prefiX "R' {e.g 2108 x R4908A). Consult factory for details. 21 Series . Non Handed The 21 Series Device is designed to be compatible with many manufacturers' Access Control exterior trim. The device incorpOrates a center driven cam to receive the tailpiece of the access control product. The tailpiece rotation required to retract the latch is a minimum of 50 degrees. Consult factory for details. DEVICE OPTIONS Prefix Description page FL Fire Exit Hardware TS Touchbar Monitoring Switch .. , . 29 TDS Touchbar Monitoring Double Switch . , . 29 LS Latchbolt Monitoring Switch .. 29 LDS Latchbolt Monttoring Double Switch 29 ELR Electric Latch Retraction 21 E Electric Device . 28 DE Delayed Egress . ... . .. . . 24 HC Windstorm and Hurricane Code Device.. 20 To specify add Prefix to Device No {e g TS2103) Suffix Description CD Cylinder Dogging . ALK Exit Alarm: battery operated ALW ExltAiarm: remote power ........ . DS Door Posnion Monitoring Switch SNB Sex Nut and So~ . SEC Security Screws BRL BrailleTouchbar ... , ........ To specify add SuffiX to Device No. {e.g 2103CD) page 19 27 27 29 3 3 31 _. 4 ___ ..,...,_...,....,..., _____ .,..,...,..._.,.. ____ .., _____ Precision Hardware, lnc.---- v.o2o1os ( ( 1700A 'A" Grip "B'Grip "C Grlp '4900A 49008 4900C 'A" Lever 1 Ali the escutcheons and levers are castings or forgings 2 Specify l,ever or Knob Design (A,B,C,D,K) end Handing ('A" Lever x RHRB furnishep standard) 3. US2SD Trim furnished for US26 and US32D Devices. For Trim dimensions see page 34. Trims.are BHMA certified forANSI156 3, Grade 1. "C'Grip • Trims·are through bolted end will cover 161 and 86 cutouts (except for2000C Trim) • Cylinder, Rim Type, not fulnished standard. For cylinder details see page 19 . ANSI 01 02 03 05 08 Function ·Key Key Key Exit Only Dummy (cover plate) Trim · RetraCts Locks/Unlocks Locks!Unfocks Latchbolt Thtlmbpiece lever/Knob Device 2101 2102 2103 2106 2106 Nos. Fl2101 FL2103 j=L2105 FL2108 Trim 1701 t702A 1703A 1705A 4908A NCis R1701 Rt702A Ri703A R1705A V4906A 2001 2002C 2003C 2005C R4908A 4901 . 4902A 4903A RV4906A R4901 R4902A R4903A All Trims are furnished wllh wrought plates and extruded or cast solid grips. 2 Specify Grip Design (A,B,C) ("A" Grip furnished standard for 1700 Series Trim, ~C" Grip furnished standard for2000 Series Trim) 3 US32D Trim is furnished for US26D and US28 Devices. Retrofrt Applications The R1700 Series Trim is designed to retrofit into other manufacturers' installations when used.wfth the wide strleApex Series Devices Consult factory for details. Vandal Resistant Trim A heavy duty Ievert rim designed to withstand abuse and vandalism Composed of extra strength shock~absorbing "overload" springs and heavy duty investment cast stainless steel internal components. Lever returns to the "home" position eliminating the need to reset the lever. Retrofit Applications The R4900 Series Trim is designed to retrofit 1nto other manufacturers' installations when used with the wide stile Apex Series Devices. Consult factory for details. 10* 14 15 Double Cyrlnder No Cylinder No Cylinder Inside Key Lever/Knob rhumbpiece Locks/Unlocks Always />Jways Lever/Knob Active Activ~ 2110 2114 2115 FL2110 FL2114 FL2115 4908A 4914A 1715A V490aA R4914A R1715A R4908A 2015C RV4908A Device with Trim: Add Suffix for options, see page 4. Device No rc Add Prefix: "V' Vandal Resistant Lever Trim Add Prefix for options, -· 'R' Retrofit Trim see page 4. l Add Suffox: Lever or Knob Design (A,B,C,D, K) Grip Design (A,B,C) _ Add Suffix: "KNR' Knurled Lever or Grip TS2108CD.x V4908AKNR x RHRB x US26D x 5300 x 3'0"x7'0"x1-314" Device w/options Trim No. Hand Finish Strike Do:J Size Device Only: Device no., hand, finish, strike, and door size Including lhickness: (e g. TS2108CD x RHRB X US26D x S300 X 3'0"x7'0"x1-314') Trim Only: Trim no, hand, finish, and doorlhickness: (e g. V4908Ax RHRB x US26Dx 1-314") * "10" Function is handed ----Precision Hardware, Inc. 5 - V0201DS ( ( ( 7500/7700 Series Door Closers Adjustable Delayed Action Closing An optional hydraulic feature that adds a third speed range to the closing cycle This feature becomes effective when the door is opened and released at any point beyond 70". The amount of time delay depends upon the combination of the angle of door release and valve adjustment The valve can be adjusted with a 118" (3mm) heK key from no delay time up to maximum delay times of: ~-~~~,--------- Door tlpened ApP.roximafe Time and Releosed or of Oelay Cycle 180' 4-5 minm 120' 2-3 minutes 90" 25·30 seconds Pressure Relief Safety Valye The delayed action hydraulic system contains a pressure refief valve Any lime the door is forced toward the closed direction while n is in the closing cycle, the valve will open and permit the door to close. This prevents damage to door, frame and closer Non·Hold Open Self-closes door evefY time door is opened .. AuxiliafY stop (by others) required except when using the GloserPius", CloserPius Spring" or Unitror arms Poor Opening Degrees Suggested Applications Delayed Action closing allows slow-moving traffic to clear the opening before the door closer's normal closing cycle begins. This featum can be helpful in health care facilities such as hospttals and nursing homes It provides sufficient time for persons on crutches or in wheelchairs to pass through a door wtihout concern of it closing At the same time, It can accommodate the facility's staff with movement of food service carts, beds, and other wheeled traffic. Hold Open Achieved by means of friction or ball and detent'roller Friction hold open has a range of so· to 1 ao• using template location and mechanical adjustment Ball and detent or roller hold open is effective In a range of 85" to 110" Hold open arm door closers are not permitted to be used on fire door assemblies. r'··-·-.---· ·------,..--,. ___ , Resular Arm, Parallel Closer Plus@ CfoserPlus 0 •1 I• Arm Fttndion Top Jf!lllb Sprln • n~ra Porollel Ann Rigid Ann Parallel Arm Parall~ gArm Parallel Arm IION·HOLD OPfN ,/ ,/ 85" m ntr 85' TO lla' 85' TO 110" HOlD OPEn 90'10 180" 85 ·TO 180' 85"10110" 85"f01!0" a5'TO no· '--·-... --'---·-----·-'--------·--- Use of delayed action closers on many doors throughout industrial and commercial buildings can also assist the flow of traffic. Locations where additional time to clear the opening is advantageous are doors between office and factoi)'/Warehouse facilities, doors to workshops or laboratories, to kitchen and food processing areas to list just a few. -·--- Unttrol$ low Profile Slide Tratk Top Jamb Regular, Parallel 81"' TO 110' ,/ 85" m 11 0"/1 ao· 85' TO 110" N/A 85" TO 110" ·-:-:--./= 180" trlm alld template pormlllmg ':'ln"!U~S~A;":t~8~00~4~3~8~19~5~1 o"'r"'w"'ww""'.no'"rt~o,.nd~o .. oro"'o~ri:"tro~ls"c'"om ... :"ln':'!Ca"'n'"ad':"a"': 1~6~0~0.4~6~1~.30~0~7'"or"'www""""'y'"ar"ec"'or"'bi:"'n'"on"'c"'a...,~2/!'05~ c ( 7500/7700 Series Door Closers Non Hold Open Ann Shown Non Hold Open Ann Sliown Non Hold Open Ann Shown ' ' ' ~.' ~ ~ '• ,, ,,, IIPPLlCATIONS . ' I'( o;,l ',' :,~}' ~,',, '(q,,, {,> Regular Arm This Is the only pull-side application where a double lever arm is used It Is the most power efficient application for a door closer Sufficient frame, door and/or ceiling clearance must be considered Since the arm assembly projects directly out from the frame, this application may present an aesthetics issue or be prone to vandaJism Top Jamb For efficiency reasons this application provides the best alternative to the regular arm application. There must be sufficient fmme face and/or ceiling clearance lor this application It requires a top rail on the door of just 2-1/8' (54mm). This application provides the best door control for doors In exterior walls that swing out of a building The entire door closer and arm assembly project from the frame, similar to the regular ann application, where the matters of appearance and malicious abuse can be of concern. Consideration must be given to depth of reveal Parallel Arm This application provides the most appealing design appearance for a surfaceMmounted door closer havrng a double lever ann. This also makes it beneficial in vandalism-prone areas It is on the push side of the door and the ann assembly extends almost parallel to the door. In the closed positiOn, them Is very little or no hardware projecting beyond the frame face in most situations Due to the geomet<Y of the arm It is approximately 25% less power- efficient than a regular arm application The entire closer and ann assembly are mounted below the frame stop, requiring a top rail clearance on the door of between 6-5/8" (168mm), when using a low profile ann, to 7-1/4" (184mm), when using the hold open arm. Jn USA: 1 8004381951 or VfflW nortondoorcorrtro!s.com In Ganada: 1 800.461 3007 or WMvyalacorbin on.ca 2105 ( c 7500/7700 Series Do.or Closers ' ' t 5/8 REF HINGE or ?)VOr t (16) , ..................... ~---·----......................... ~ r . ~ 5·7/8 " g (149) " !: ~ - ' T I 13-5/8 .I. " I (346) I i-ii .....til I 1-3/4 (44) 2-1/sj. , (54) Mounfing holes for closer body are spaced 2·318" (60mm) vertically x 6-3/4" (171 mm) hortzontai!Y . .----------T------- Templale Position lor Hoi<! Open or Slop at listed Angle {mm) as• 90° 95" Joo• 1os• 110° 9-5/8 ii:s/4 8-1/4 l·3/8 ~7/8 6·1/4 (244) (222) (210) (187) (175) (159) 6-1/2 {165} ...,...,_,., ___ --·.,··~-·_,.,._--, --·----"'"'"' --~·-"-' M aximum Door Width lndtes {"") - lor Infer 30" ( 36" ( 42' (I 7 6) 91) 07) ·-11) Exterior 31' (81) 36" (91) ·-----~ 42' non 48" (111) Model Number -------·- Non Hold Open Hold Opeo Noo Hold Open Hold Open --- (lP7702 QP7702J QP7703 CIJ7703T ClP7500 ltf --·-----·----- (lP7704 UP7704T UP? SOOT --- (lP7705 amosr ·-· CIP7706 CIJ7706T '-~~--~ -'--· --'-------------- Note: 7500 door closers ore set at midpower range from the factory and can be adjusted for door sizes noted above .• In USA: 1.600 4<l81951 or www nortondoorcontrols com In Canada: 1 800.461 3007 or www.yalecorbin on ca 2105 ',:' *" ' ' ; A ",-:·-' isoo;<J_Too • 17:" · ; ' ' if' ' .:; ~; ' ,' ( ( 7500/7700 Series Purts List Hold Open Arm Shown (CLP-1) Hole Plug 6770P . \ ~""""" Hold Open Control / 6870T-8 Arm Only Note: Mounting hardware lnduded with aU parts orders. ·----r··--··-----·-·..----·-·- <loser Series Arm Function Complete Arm Package Gi'7500 I ClP7700 Non Hold Opan 67705 -·-·----· --------+------··- Gi'75oor 1 amoor Thumbrurn Hold Open 6870!-8 ·-------L---------·--·-··------- In USA: 1.800 4381951 or www nortondoorcontrolscom In Canada: 1.800.461 3007 orwww.yalecorbin on ca 2/05 ',' ,,,,,,_,,:; >' { CLOSERPLUS~' " _ . • AIIM ASSEMBLIES I·; ~ ,, ~l'" ~., ~ Removable Stop 67708 '~· ' '~"~;, ~-' 7500/7700 . 41 . . . ' ~' ~ ' .050 Kick Plates Page I ofl ( " ,. ( Home . Main Index General Info Index Protector Plate Index . . . 111111111 '~· ! • · .... :~ I K0050 -KA050 -KM050 -KS050 Kick Plate -Armor Plate -Mop Plate -Stretcher Plate Kooso = Standard Kick Plate -7" to 16" in height KAoso-1 =Armor Plate -17" to 24" in height KAoso-2 =Armor Plate -25" to 48" in height Maximum heights a:vai'lable: 6os-24" I 6o6 & 609-36" I 611l612l613 = 36" KMoso =Mop Plate -6" or under in height KSoso = Stretcher Plate -Screws are Countersunk and the plates are Heavy Beveled. Notes: All Metal Kick, Mop, Armor and Stretcher Plates are made from solid 260 Brass, 220 Bronze, 304 Stainless Steel or 5005H34 Aluminum .. All edges are relieved.. Heavy bevel at extra charge .. SpecifY countersinking is required .. K6ooo = 1/8" thick Plastic Plates -4" to 48" in height Standard colors are: Black and Grey The other std colors are: Khaki Brown, Doeskin, Beige, Dove Grey and Frosty White Coiors are from WilsonAit http://m;ywtdmcobbw.com/tdmcocatalog/Door%20Protectors/050htm 917/2005 1231 Floor Stop ' ( Home Index General Info Index Stops Index Template ( 1231 Floor Stop -Cast Base: 1-5/8" x 2-1j2" -Height: 2" supplied with Wood Scr·ews and Machine Screws & Anchors BHMA = L02181 I Br, Bz, PI 1ttp://wwwtrimcobbw.com/trimcocata1og/StopsBumpetsHolders/1231 .htm Pagelofl .9/7/2005 1270 Se~ies Wall Bumper (• Page I ofl ( Home Index General Info Index Stops Index Template CV/WV CX/WX 1270 Series ( Wall Bumper-Cast &Wrought l 1270CV = Cast with Concave rubber (127acvcP, 1z1ocvrs, 121ocvMsJ I BHMA = L02251 1270CX = Cast with Convex rubber (1z7ocxcP, 121ocxrs, 121ocxMsJ I BHMA = L021 01 1270WV =Wrought with Concave rubber (127owvcP.127owvrs, 127owvMs) I BHMA = L02251 1270WX = Wrought with Convex rubber r1z7owxcP, 121owxrs 1z7oWXMSl I BHMA = L02101 Packaged with all of the following fasteners: Wood Screw with Rawl Plug and Plastic Toggler, Machine Screw and Metal Toggle Bolt, and Machine Screw and Anchor Br, Bz, PI, AI, SS ilttp://www.trimcobbw .. com/trimcocatalog/StopsBmnpersHolders/1270 .. htrn 91712005 ,.--. Si To use a saddle threshold in an offset condition, use an elevator (see page 15). ..----~~ r-------3"'-------.JlW ( __l .. ... -·2Y4" L:y;" 16 173A 17311 {572) !Ui~.A-~ (48) 151A 151B 1730 173G 151D 151G (76.2) (IM} .. e .. I = T I ., .. ~ fj@l [j -"'" -~H 4" tw• i&llMA . ~ * cC§}u. :;;:;~~~ 4.1..to lh_~"ttM.a\~,u 270A 2705 2700 270G (1016) (6.4) POSITIVE PRESSURE r T 1 !.!liMa_ ~ fj@J ,;;er ''"t. [i) ~·~ Flr•U!at.~. b 5n Y4" t®t:sg.~~-~1-10 tl~~\11;1~~11:1 271A 271B 2710 (127.0) (M) POSITfVE PRESSORS: 271G 271St>l ._..272A 6" 272B 2720 272G 272SN (1524) c 7" 276A 27GB 276!) 276G (177.5) ~ fl'w' [i) ~ "~~-· [i'JfMA_ ~ l.!!J ,ir '~. l1 us C. • 41-1~ ~1.11KllUBC7.;2,Partl POSITIVE PRE$SURE lb-. i----------------------8"------------------->j L'\l.t" (203.2) r.::;,...MA ~ fj@J [i)· ~~ :w: (6.4) li:ie!! -\::!/ ot$1>~""' Ul-108, . 4L10 Ut1111::. UIICH)'Mtl 2748A 27481> 2748G PosmvE PRESSURE! -z t\z .. • =. ~~ 7 T E -~--·----~---------------s .. __ .. _w'_""'-"'-"'-------------:.rt.w \ 274X4B (2032) RifMA fil {f21~ ('1;1 ~UJ ~ (S.4} ---· ~ f([J t:!:J .a.u ~~1ootu~~}~.u POSITIVE PRESSURE i-------------------------9"------------------4 2749!1. 27490 Z749G (226.6) I A Includes {WI) support legs (only one shown dU& !o break In drawing ) . ~-·~-----------10"~---------->1 l.. -2750A 27500 2750G (254 O) 14 =::£~.~~ 800. 283·9988 ~I$PEMKO MEMPHIS. TN 800. 824·3018 ( c c m AU brush seals consfst of densefy compressed nyfon fdamen!s encased In high quanty a!umrnum retainers Thesa-products are ldea!fy suited for hoffow metal and wood door (ifHloor sweep, jamb I header gasketing, and split astragaO applications. Also use Pernko's qrushweatherstripplng products on overhead doors, sectional doors, slldlng doors. and automatic doom l.l'lJ All brush seals greatly reduce the inffltrafion ofllght, air, wind, rain, and snow; prevent heat loss;-control the penetration of smoke and fumes Ili1 Some brush prodl!cfs are now available in painted white alumihum with whlte colored nylon brush (example: 18062Pt~NB) t'l1 The. dense nylon filaments conform to the contours of every sealing surface, providing a superior seal with exlremely row closing force Iii Brush remains flex!lte down 1o 40'F and has a meffing point abo"' 400'F. mt UV stablifZed, dependable, long-lasting, cost-effecHve lill Nylon brush insert is des@a1ed by a 'NB" following the flnlsh code 18041CNB 18041DNB 18041GNB 18041SNNB~SOGiCNB ~Q 'f«'M~~~~--"' 1B061DNB f)= ~ ... ,....~ ~~Jw~~~ 18061GNS 18062CNB 1806~DNB 18062GNB 18062PWNB 18061SNNB f]@J§.'" =~u;: --~f111<:1J, 0 ll>f>lnn&BII'IIG ~(j. r ... a..w til e®(l9 -~··lt<I~~J'& """ t:_,, ~L10B, ~.:'! .. ~i~fi~f· POSITIVE PRESSURE lB'HMA __ A The dense nylon llfamen!S confol71l to the. contours of e.very sealfng surface, providing a superior seal W!lh ex'lremefy low c!oslng rom& 4" (1016) ""( This product does not come pUnched or drilled unlsss spoo'fiad olherMse 18S50CNB 18950DNB 18950GNB til''-" ~- 18100CNB 18100DNB 18100GNB 18100PWNB His" (349) 18137CNB 18137DNB 1B137GNB 18137PWNB (ifuM/L 18400CNB 18400DNB 18400GNB Ui'HMA .. 18175CNB 18175DNB 18175GNB !:!iHMA 18250CNB 18250DNB l1!!!!!iL 18250GNB 106 ::.:!.: 800 • 283-9988 ~!~PEMKO MnlFHIS,TN 800 • 824-3018 ( m Extruded from h!gh temperature slllcorle: effective between~ 100"F and aoo~F: Ill Seals begin compressing at 1/4" (SBB), 5/16" (Sll), 3/8' (SU), and can all be compressed sufficiently to seaJ openings wllh 1/16" gaps, making doorfatchfng easy. ~ Self-extinguishing and non.-toxic Unaffected by sunlight. ozone, and ultraviolet rays iil lmpeivlous to fungus and nildew; wlll not deteriorate under normal exposure, i'i!1 Smoke tested by WYLE laboratories in accordance with UL 1784--90; meets the requirements ofNFPA 105 "Installation of Smoke Control Door Assemones• Ill Meels FAR 25 853AiiWOrthlness standards for Compartment Jnfeliors Ill SBS.Sl1 and S44 are air lnillra~on tested In accordance wllh ASTM E-283-91 AirinflffraUon Is only . 09 CFM I ft of crack 11 SU is designed for hollow metal and wood door meeting sme appllcatlons 1!1 S441s des~ned for tighterfi'arnes and demonstrates extremely low closilg force. A!!~t-~lll@lll!;~!laqlik!tiJ,IUCili.lliiii~QQ!~h"'"kl""'liffi,' d.lil'!F'<0;1J/i~g,.~u~t~"'!;;="1!r!K';~ ~~~m&~~~~111~~~ 1!1 Numerous door system configurations have been tested-over 100 technical data sheets are avaifable at wwwpemko, com ~~~~-- m S44 Is designed for tighter frames and demonstrates extremely low closlng force j__ / low Closing b 3 /lf~ ForoeFinSeaJ S44 {darkbron:ze) '6 ;•"""""' S44W (while) 9.5 Flan!j(l Tr ....._Adhaslva s S44rsavai!able!n:17' 20' t-· 'l'1s ~~~ Bad!ng 21' 25' and 510 cons (111) [jJ ~ f.~~~~tle l$-I<H-« '-'HMA ~ C~tl$, "~"<!llfll$0( [E)W@· Tro.!f.!lob:!l>rtt!N !:a· . ... .. R~ &irds<d<UL101:1, 1.!!1 :X Ml""""'"'- ----< = "'"""'"·· ... , "'""~'·' uoP~rllal:l54T~ ~ ,..r,,.P.ni!&DSUI POSITIVE PRESSURE _L_ // F1n Seat 'Yis • -. # // s""""' {7.9} ~ Flang$ T I -...._. Adlwsive 1-1!2 If -+J Backing (12.7) S77C (dear) S77D (dart< bronze) S77W (while) ~ S11Jsavallab!eln:7 9'17', 20' 21' arK! 25' col!s. ""'-~.jlf~1lll!RtE'l!K~*I\!Il1ij!ijl$iR II ___ ,: iLl-· __ <ii • t! SB8 Js airinfiltration tested c· ,...L._ / comwcssitm su1!1 W' t~ Stabilizer FJ~nga -·--Adhesfve 1;2u 4 Backing {12.7} S88BL (black) sasc (clear) S88D {dark bronze) SSSTAN (beige) SBBW (while) ~ ; e;t S8Bisavanabfe!n:17 20' 21 25, 30' 204' and 510' colts llD sears begl~ compressing at 3116\ and both tan be compressed sufficiently to seal openiligs with 1/16" gaps, making door !atchlng easy !a Excellent resistance to compression sa~ particularly at elevated temperatures and for extended periods of time . m $tays flexible betwee~ -70"F and 250"F wllh very high reslstance to ffexfatigue ~~~ a1 PK33 !s designed for tighter frames and demonstrates extremely low closing force PK33BL PK33D PK33W (black) (dark bronze) (white) m PX331s:ava1abJa.ln; 17 20', 21'. 25' and 510' co!ls Applications 1,· I J',i for Sound ! iii! Attenuation --------f-1 l= Hinge Side F\\ \ ) m OutStand'mg ozone resistance raUng !9 Smoke tested by WYLE Laboratories in accordance with UL 1784-90; meets the requirements of NFPA 105 "lnsfalfalion of Smoke Colitrol Door Assemblies• Bl PK331s designadfortighter frames and demonstrates extremely low cfosing force ~AMI!l~PIS!!M~.ep II PK55 is des!gned fortlghterframes and demonstrates extremely low dosrngforce '\.Compression Bulb ~~Stabilizer ¥ Flanso ;:r-;1-I/ IJ Adhesive %6 J+ h -~ O•ol<log (48) {12 7) PK55BL PK55D PKSSW !Ill PK551savallab!eln: 17 20' 21' 2fl and 510'co~s 126 ~=~:~! 800. 283-9988 S!~PEMKO MEMPHIS,TN 800. 824-3018 PART 1 GENERAL 1.1 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 08800 GLAZING A Provide glass and glazing 12 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective materials. 1 Laminated Glass: Manufacturer's 5-year warranty. 2. Coated Glass: Manufacturer's 1 0-year warranty. 3. Insulating Glass: Manufacturer's 10-yearwarranty. 4. Mirror Glass: Manufacturer's 5-year warranty. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers Deliver, handle, and store materials in accordance with manufacturer's instructions. B Glazing Publications: PART 2 PRODUCTS 21 MATERIALS A Glass and Glazing Applications: 1. Application: wall enclosure at new weight room expansion. B. Glass: 1. Primary Glass Products: Clear ftoat, tinted ~oat, patterned, and wire glass, ASTMC 1036. 2. Mirrors: ASTM C 1503, Mirror Select Quality C Glazing Accessories: 1. Dense and Soft Compression Gaskets: Neoprene, EPDM, and Silicone 2. Elastomeric glazing sealants. 3 Glazing gaskets. 4. Setting blocks, spacers, and compressible filler rods. 5. Mirror adhesive, top and bottom angles and clips PART 3 EXECUTION 3.1 INSTALLATION A. Inspect framing and report unsatisfactory conditions in writing GLAZING 08800-1 Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 B Comply with GANA "Glazing Manual" and manufacturers instructions and recommendations. Use manufacturer's recommended spacers, blocks, primers, sealers, gaskets and accessories. C. Install glass with uniformity of pattern, draw, bow and roller marks. D. Install sealants to provide complete wetting and bond and to create a substantial wash away from glass. E. Set mirrors on stainless steel clips and adhere to wall with mirror adhesive F Remove and replace damaged glass and glazing Wash, polish and protect all glass supplied under this section END OF SECTION GLAZING 08800-2 Battlement Mesa Activity Center Weight Room Expansion Wall Type: Composition: WIF1 WIF2 WIF3 Wl3 W141 FS1 FSIR wall finish, refer to finish schedule 5/8" water resistant gypsum board 2x4 wall stud @ 16" O.C. Existing concrete wall W?ll finish, refer to finish schedule 5/8" gypsum drywall 2 x blocking to wrap column Existing concrete wall Wall finish, refer to finish schedule 2 layers 5/8" type "x'' gypsum drywall 2x4 wall stud@ 16" O.C Existing concrete wall Wall finish, refer to finish schedule 5/8" gypsum drywall 2x4 wall stud@ 16" O.C 5/8" drywall Wall finish, refer to finish schedule Wall Finish, refer to finish schedule 5/8" gypsum drywall, flush to concrete 2x4 wall stud@ 16" O.C , staggered Each side to fill 4 1/2' wall cavity 5/8' gypsum drywall, flush to concrete Wall finish, refer to finish schedule 4" 3,000 psi concrete floor slab w/ 6x6 welded wire reinforcement and 12" thickened slab edge; see plans for pad size Salvaged existing wood flooring caulked and sealed to adjacent floor 2 x furring to match existing floor height 4" 3,000 psi. concrete slab poured to match existing slab elevation Level gravel aggrega'te fill WALL AND MISCELLANEOUS ASSEMBLIES 11/27/2006 09000 FC1 CLG1 PF1 Battlement Mesa Activity Center Weight Room Expansion 3/8"Resilient flooring; see specifications 3/4" sub plywood sub floor screwed and glued to 11-7/8" 1.1 7/8" pre-engineered floor joists@ 16" 0 C Full acoustical batt insulation 5/8" sound board; see specifications 1" MC8 resilient channel, 16" O.C. 5/8" gypsum board ceiling finish; refer to finish schedule Wire ties to existing structure Main beam and cross ties 2x4 acoustic ceiling tile, se.e specification 1" resilient flooring; see specification 3/4" plywood subfloor 2x6 ftoor joist, @ 16" 0 C , on end Over FCI assembly Without resilient flooring WALL AND MISCELLANEOUS ASSEMBLIES 11/27/2006 09000 -n z (ii J: (f) 0 ::r: m 0 c r rn 0 ID -"' 0 0 &~rFWmm~· ex. 1\'J:locl Existing wood FOOr r. Jloot EVet!s>t Reo.i1imtflo!.ELA:!,..lfon Flo>: ·I~ area aoz..Gr!Win'Gmy 1!cl4h'L; El..Ml...PI'>{cl<,Sila!m eo;c.,nlllte -r,b!IS<: Roppr.Redlle!'ltB~f62-Moclnl: 11!3-Blat!i:Brown w"u Mideriafm <>l<.c-:.1\C. ·Slc!St'ngCclnere~ dW OMYZil ·~ ?nt<l Palr.!ed ~nt'!I!Ph Pallltad,Pallel,mti!Grn,ollle& ~nl!f>an P<l!otoo and Pllnai!ng pn!f!l~ Painted and M!fi«"WW!~ ~ 1/JS<; B!l!IJ<II!lin Moom SheiWOod btl iOSO B~ll!Wllkl Macre B!am:l~dtlrnond ti0170 !lal1jsroln Moore SGI'lingtmlsr,~v f;CfSS . Ben!amill Mwre Ma~bOf(l bl® 'Whllo Be$1mln Moorn D<!CQra\lltsV<hile Cgl!Imt flnJs:hMl CF1 S<>ffit CPl DM'faiiWith-Sofll( CFa .orWrol!, P$lellng. and Saffrt Cf"( .DMwl! CF7 Aeowllo'ri!$ G"n;p;f Finish Ngfus• ;. ~swltot~pla!es.aru!)X>WWW~erp!al(l<;; to mat.:fl"~>;ll)aoont palM<»! of. i·~=~~~=~~:m~~:.=~,!~~~~- 4. Reter!o speclll)nl,!ollfDr'll~~llopilm!l~, ;Ins, and c*r. ~~ «i"Oi' =a ... (I) S'a og 3<1> m"' >< Ill 'g~ ~·~· :::~'< 0 (I) :I ~ -"' -"' -!::1 i':l 0 0 0) I· ' Battlem·ent Mesa Activity Center Weight Room Expansion SECTION 09260 -GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 11 SUMMARY A Provide gypsum board assemblies, see Section 09000 Wall Assemblies 1.2 QUALITY ASSURANCE 11/27/2006 A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers Deliver, handle, and store materials in accordance with manufacturer's instructions. R Tolerances: Not more than 1/16-inch difference in true plane at joints between adjacent boards before finishing. After finishing, joints shall be not be visible, Not more than 118 inch in 10 feet deviation from true plane, plumb, level and proper relation to adjacent surfaces in finished work. C Fire Resistance for Fire-Rated Assemblies: ASTM E 119. PART 2 PRODUCTS 2 1 MATERIALS A. Gypsum Board Assembly Applications: 1. Application: Interior walls, partitions, ceilings with tape, joint compound finish, and exterior wall interior treat~ ment. B Gypsum Board: 1. Gypsum Board: Board for tape and joint compound finish. a. Type: ASTM C 36, regular, moisture-resistant, and fire-rated types as required: b. Typical Thickness: 518 inch. Rated where indicated on detail sheets 2 Joint Treatment: ASTM C 475 and ASTM C 840, 3-coat system, paper or fiberglass tape 3. Furring Channels: 1" resilient channels for ceiling assembly, ASTM c 645, hot-dip galvanized coaling. 4. Furring Channel Thickness: 25 gauge minimum PART 3 EXECUTION 31 INSTALLATION A. Wood Blocking: Install wood blocking in compliance with Section 06100-Rough Carpentry. Install with toler- ances necessary to produce substrate for gypsum board assemblies with tolerances specified. Include blocking for items such as railings, grab bars, casework, toilet accessories and similar items. B Install gypsum board for tape and 3-coatjoint compound finish in compliancewtth ASTM C 840 and GA 216, Recommended Specifications for the Application and Finishing of Gypsum Board. Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces. C Install gypsum board for veneer plaster finish in compliance with ASTM C 844 Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces. · D Provide fire~rated systems where indicated and where required by authorities having jurisdiction. E Install boards vertically. Do not allow butt-to-butt joints and joints that do notfall over framing members. F Where new partit'ions meet existing construction, remove existing corner beads to provide a smooth transition GYPSUM BOARD ASSEMBLIES 09260-1 Battlement Mesa Activity Center Weight Room Expansion G Provide insulation in ceiling assembly where shown on p'Jans 1112712006 I, Provide acoustical sealant at both faces at top and bottom runner tracks, wall perimeters, openings, expansion and control joints. J Install trim in strict compliance with manufacturer's instructions and recommendations K Repair surface defects. Leave ready for finish painting or wall treatment END OF SECTION GYPSUM BOARD ASSEMBLIES 09260-2 3attlement Mesa Activity Center Weight Room tl(pansion SECTION 09510-ACOUSTICAL CEILINGS PART 1 -GENERAL (not applicable) PART 2-PRODUCTS 2.1 MANUFACTURERS 11/27/2006 A Ceiling Panels: Armstrong World Industries, Inc. acoustical ceiling units, panel Type ACT-1: Surface Texture: Fine; Composition: Mineral Fiber; Color: White; Size: 48in X 24in X 3/4in ; Edge Profile: Square Lay-In for Interface with Prelude ML 15/16" Exposed Tee; White Panel: Light Reflectance: 0.86; Cirrus Tile & Lay-In, 533. B Suspension System: Components: All main beams and cross tees shall be commercial quality hot-dipped galvanized, as per ASTM A 653 Main beams and cross tees are double--web steel construction with type exposed flange design Exposed surfaces chemically cleansed, capping pre--finished galvanized steel in baked polyester paint. Main beams and cross tees shall have rotary stitching ; Structural Classification: ASTM C 635 Intermediate Duty; Color: Platinum; Prelude ML 15116" Exposed Tee as manufactured by Armstrong World Industries, Inc C. Wire for Hangers and Ties: ASTM A 641, Class 1 zinc coating, soft temper, pre--stretched, with a yield stress load of at least three times the design load, but not less than 12 gauge. D Edge Moldings and Trim: Metal or extruded aluminum of types and profiles indicated or, if not indicated, manufacturer's standard moldings .for edges and penetrations, including light fixtures, that fit type of edge detail and suspension system indicated. Provide moldings with exposed ffange of the same width as exposed runner PART 3-EXECUTION 3.1 EXAMINATION A. Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has been completed and thoroughly dried out, unless expressly permitted by manufacturer's printed recommendations. 3 2 PREPARATION A. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of eacil ceiling Avoid use of less than half width units at borders, and comply with reflected ceiling plans. Coordinate panel layout With mechanical and electrical fixtures, and as indicated on plans. B Coordination: Furnish layouts for preset inserts. clips, and other ceiling anchors whose Installation is specified in other sections ACOUSTICAL CEILINGS 09510-1 3.3JNSTALlATJON Battlement Mesa Activity Center Weight Room Expansion 1112712006 A Install suspension system and panets in accordance with the manufacturer's instructions, and in compliance with ASTM C 636 and with the authorities having jurisdiction B Suspend main beam from overhead construction with hanger wires spaced 4-0 on center along the length of the main runner Install hanger wires plumb and straight C. Install wall moldings at intersection of suspended ceiling and vertical surfaces Miter corners where wall moldings intersect or install corner caps, D. Install acoustical panels in coordination with suspended system, with edges resting on flanges of main runner and cross tees Cut and fit panels neatly against abutting surfaces. Support edges by wall moldings 3 4 ADJUSTING AND CLEANING A Replace damaged and broken panels. B. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch up of minor finish damage. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 09510 ACOUSTICAL CEILINGS 09510-2 PART 1 GENERAL 1.1 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 09650 RESILIENT FLOORING A Provide resilient flooring and floor preparation 1 2 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used B Samples: Submit representative samples of each material specified indicating visual characteristics and finish Include range samples if variation of finish is anticipated C Extra Stock: Submit extra stock equal to 4% of total used 1 3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been In satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions 8 Performance: Fire performance meeting requirements of building code and local authorities PART 2 PRODUCTS 2 1 MATERIALS A Manufacturer. Dodge-Regupollnc Ever/as! Performance Flooring 8 Rubber Tile Flooring: Everlast Ultra Tile EL42-Iron Flex at designated lift area a. Thickness: 1 inch b. Size: 24 by 24 inches Everlast Floor Tile: EL02-Grippin' Gray field tile color a. Thickness: 3/8 inch b Size: 36 by 36 inches. Everlast Floor Tile: EL40-Protein Shake Gray accent tile color a Thickness: 3/8 inch b Size: 36 by 36 inches. Ever/as! Sheet Roll EL02-Grlppin' Gray at new ramp a. Thickness: 3/8 Inch RESILIENT FLOORING 09650-1 PART 2 EXECUTION 2.1 INSTALLATION Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 A. Comply with manufacturer's instructions and recommendations Install in proper relation to adjacent work B Prepare surfaces by cleaning, leveling and priming as required Test adhesive for bond before general installation Level to 1/8' in 1 0' tolerance C Tile Flooring: Install tile with tight joints and with one-way pattern Layout to prevent less than 1/2 tile units. D Sheet Flooring: Install sheets with tight joints and pattern in adjoining areas running in the same direction, layout to minimize seams as approved. E Clean, polish, and protect. F Provide necessary edge and trim transition pieces. END OF SECTION RESILIENT FLOORING 09650-2 PART 1 GENERAL 11 SUMMARY Battlement Mesa Activity Center· Weight Roorri Expansion SECTION 09650 RESILIENT FLOORING A Provide resilient flooring and floor preparation. 1 2 SUBMITTALS 1112712006 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used B Samples: Submit representative samples of each material specified indicating visual characteristics and finish Include range samples if variation of finish is anticipated C Extra Stock: Submit extra stock equal to 4% of total used. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced Installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. · B Perfonnance: Fire performance meeting requirements of building code and local authorities PART 2 PRODUCTS 2.1 MATERIALS A Manufacturer: Dodge-Regupollnc Everlast Performance Flooring B Rubber Tile Flooring: Everlast Ultra Tile EL42-Iron Flex at designated lift area a. Thickness: 1 inch b. Size: 24 by 24 inches. Everlast Floor Tile: EL02-Grippin' Gray field tile color a Thickness: 3/8 inch. b. Size: 36 by 36 inches. Everlast Floor Tile: EL40-Protein Shake Gray accent tile color a. Thickness: 3/8 inch b Size: 36 by 36 inches. Everlast Sheet Roll EL02-Grippin' Gray at new ramp a Thickness: 3/8 inch RESILIENT FLOORING 09650-1 PART 2 EXECUTION 2.1 INSTALlATION Battlement Me;;a Activity Genter Weight Room Expansion 11/27/2006 A Comply with manufacturer's instructions and recommendations Install in proper relation to adjacent work. B. Prepare surfaces by cleaning, leveling and priming as required. Test adhesive for bond before general installation level to 1/8' in 10' tolerance. C. Tile Flooring: Install tile with tight joints and with one-way pattern. layout to prevent less than 1/2 tile units D Sheet Flooring: Install sheets with tight joints and pattern in adjoining areas running in the same direction layout to minimize seams as approved E Clean, polish, and protect F Provide necessary edge and trtm transition pieces END OF SECTION RESILIENT FlOORING 09650-2 SECTION 09653-VINYL BASE Battlement Mesa Activity Center Weight Room Expansion PART 1-GENERAL (not applicable) PART 2-PRODUCTS 2 1 VINYL BASE A. Products: 11/27/2006 1 Flooring accessories shown in the finish schedule as vinyl base shall be furnished by Roppe Corporation, Fostoria, Ohio. B Color: as shown on elevations and room finish schedule c. ASTM F 1861, Type TV (vinyl) D Style: Standard Toe Base 5/8" E Minimum Thickness: 0.125 inch (3.2 mm) F. Height: 6 inches (152 4 mm) G Lengths: coils in manufacture~s standard lengths. 22 RESILIENT ACCESSORY A Color: as shown on elevations and room finish schedule B. Description: Vinyl Base Corners; standard toe, inside and outside c. Material: Vinyl D Profile and Dimensions: 2 1/4" length of return, 6" high 2.3 INSTALLATION ACCESSORIES A Trowelable Leveling and Patching Compounds: Latex-modified, portland cement-or blended hydraulic cement-based formulation provided or approved by ftooring manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit products and substrate conditions VINYL BASE 09653 -1 PART 3-EXECUTION 3 1 INSTALLATION Battlement Mesa Activity Center Weight Room Expansion 11127/2006 A Prepare concrete substrates according to ASTM F 710. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. B. AdhesiVely install resilient wall base and accessories. C Install wall base in maximum lengths possible Apply to walls, columns, pilasters, casework, and other permanent fixtures in rooms or areas where base is required D Install reducer strips at edges of floor coverings that would otherwise be exposed. END OF SECTION 09653 VINYL BASE 09653-2 PART 1 GENERAL 1.1 SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 09800 ACOUSTICAL TREATMENT A Provide acoustical wall panels. 1.2 SUBMITTALS 11/6/2006 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used B Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction C. Samples: Submtt two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. D. Extra Stock: Submit extra stock equal to 2% of total used. 1 .3 QUALITY ASSURANCE A Comply with governing codes and regulations Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Performance: Fire performance meeting requirements of building code and local authorities. PART 2 PRODUCTS 2.1 MATERIALS A Manufacturers: Kinetics Noise Control Hardside Panels B. Back-Mounted Edge-Reinforced Acoustical Wall Panels: 1 Core: Impact-resistant face panels. 2. Facing Material: Woven polyester or polyethylene fabric. 3 Panel Edge Detail: Mitered. 4 Minimum Noise Reduction Coefficient: 0 95 NRC C. Auxiliary Materials: . 1 Connecting splines, molding, and trim 2 Clips and hangers D Finishes: 1 Weight room: Guilford of Main Fabric FR701 2100 380 Quartz 2 Lower Floor Rooms: Guilford of Main Fabric FR701 2100 748 Bone ACOUSTICAL TREATMENT 09800-1 PART 3 EXECUTION 3.1 INSTALLATION Battlement Mesa Activity Center Weight Room Expansion 11/6/2006 A Take field measurements prior to fabrication where practical Do not delay job progress Comply with ASTM c 636. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems In proper relation with adjacent construction and with uniform appearance Coordinate with work of other sections. C. Adjust, clean, and touch-up all system components END OF SECTION ACOUSTICAL TREATMENT 09800-2 Custom sizes up to 48" x 120". 1-inch to 4-inch thick glass fiber core with chemically hardened edges. ··NRC sound absorption ratings: 80 to 1.1 0 .. ·Finishes: Choose from a wide variety of fabrics and vinyls. In-stock fabrics from the Guilford FR701 selection, Application Tip: Larger panel !3izes, I.e 48" x 120" versus 30" x 36" are much more cost effective due to bettet yie/d.s on panel materials. Qesiqn Series 90 Panels Durable 5/8" thick panel featuring a tackable high density fiber glass face bonded to a honeycomb core. ·Wider panels in sizes up to 60" X 120" NRC ratings of 70 (A mounting) to 1 .00 furred out on 3-1/2" framing. High-Impact HardSide Panels Similar to HardSide with the fol- lowing added features: Greater abuse resistance with an 1/8" high density fiber glass face. Tackable face. Higher NRC of 1.00 in a 1-1/8" thick panel Hi-Tack Panels ·Excellent tackability with a 24 PCF density fiberboard core. ·Custom sizes up to 48" x 120', 1/2", 5/8" or 3/4" thickness. Finishes: Choose fabrics from the Guilford FR701 selection or other factory-approved materials. Use where tackability is required: classrooms, offices, lobbies. r ~ -• - 2 Product Details and Specifications at www.kineticsnoise.com · ' . ' • • I '• - I ' ~ " 1"to 4" 1"=85 Pert Fabric Co-Polymer or Vinyl Square Square· Class A Class A High High 74901./Nff 394 OPAL 481 PEARL 46~ EUCAlYPTUS 460 l:,l!..(ff 147 SFRAW 755LW 238 GR<Y MIX 75l tt~AA 423 PUMICE Guilford of Maine Fabric FR701 Style 2100 -··~ · ·~:.." . I · 8 8 8 · 7 6 5 · 2 9 0 0 SoundStop® Sound Stopping Fiberboard Section 09830 NOTE: This S<ldlon is based on the produet of the KnighHlelotex Company, whlch is located at: One Northlielc! Plaza Suite 400 Norlhfield, n.. 60093 lntemet address; w~w. knigb.tcelote-x. eom For Technical Support 847 .. 716 .. 8030 >rt022 PART 1; GENERAL 1.1 SECTION INCLUDES A. f'umlshing and Installation of SoundStop®for warts. cemngs and floor systems as shown on tile drawings and specffied. 12 REFERENCES A. AST'M C :!03 .. 95 (2001) ··Standard Specification for Celluloslo Fiber Insulating Board. 1.3 SU6MI'ITA!.S A. Submft underprovlslooo of Sectlon 01300. !3. Product Data: Manufaoture(s catalog data and inslallaUon inslrUotlons lor all oondlllooo .• t. AR materials shall be manufaotured by !he Knlgh!·Ceiotex Company, unl..,speoiffed olhe!Wise .. All materials shall be lnsla!led in accordance witb printed installation instruolions by tha Knigllt·Celotex Company. C.. Quality Msumnce/Cootrol Submittals: 1.. Manufa<>lurer's lnstallafion and safety data /Instructions 1..4 QlJALJ'IY ASSURANCE A. Manufacture!'$ Qualil'lcationsr 1.. Minimum 50 yeaiS experience In producing sound-deadening boards otlhe type specified herein .. i5 OEUVERY, STORAGE, AND HANDLING 1.6 A. Deliver materials in manufa<:lurers original packages orblmdlas bearing !he brand name of lh<! product. 1.. Inspect lh<! materials upon dellve.y to assure Ulat specified products have been recel\ied. :e. Roport deniaged mal'erial immediately ro !he delivering earner and note such damage on !he carrier's lrelght bUI of lading. Storage and Handling: Store materials inside, level, untiar oovar. Keep dJY, protect li'om wealhor and dema9e from eonstruetlon operations and other causes .. Store at a location whe"' humidity and· tempern!ure duplicates lhOS!> during installation end oooupaney In order to slabiHze !he shealhlng. PRECAUllONS KHl-7/2004 09630 .. 1 ( ( ( I<nighHMotex Flberll0Bl1l products must net be used in close prcldmlly to chimneys, heater units, fireplace$, steam pipes or other surfaces which could provide lo119 term exposur<> to excessive heal (maximum 212"F) wllhout adequate lherll'lal protection. Consult tile appropriate heating appliance manufaciUrel's lnstrocllons before lnstallatron. PART 2; P!IODUQTS 2 .. 1 MANUFACTURERS A. Aoooplable Manufacturer. Knight-Celotax Company Onac Northfield PlazaSuita400 Northfield , !L. 00093 rntemet address: w"". knightcelotex. com (Specifier to sek>ct Which option from items B and c, defele the unwanted lex!.) B. Requests for subS!itutlons wiD be considered in accordance With provisions of Seotlon 01000. c. Sllbstltutlons: Not pennittad. D.. Provide all sound-daadenfng boards from a single manufa(l!ure•. 2.2 MA:fERIAl.S NOTE: Consult manufacturer f<>r S?Qcfflc recommendalions of testa<:! assembly constructions and STC mtings. A. Sound-Deadening Boards: SoUlldS!op®physicaf propertie$ as follows: 2.3 1. Panel siz"' 4'·0" (1200 mm) x 8' .. 0" (2400 mm) or 9'0" (2700mm) x 1f21noh (13 mm) 2. Density: 17.5·18pcf(2ll8kg/cubklm). a. Thermal oonduc!Mty{k) max .. : 0.38 4. Tensif& Strength (pam/lelia surface) : 100 psi (1,034 kPa). 4. Tenslle Slrength (perpend"roularto eurtaoe) : SOG psi (:18 .. 7 kPa). 5. Waler AbsO!ptlon l>y Volume, max percent; ASTM C 209 (2--h test): a, 2 hour Immersion: '7 percent maximum .• 6. Expans!o~. 50 to SO percent relative humidity: 0.5 peroent. 7.. Vapor permeanoe {gnalns per !n, per sf.. in .. HG pressure differentia~: 5 (0.287) 8.. · R-value: 1 .. 3 9. FU!mmabinty (per NFPA mUng): 1 or sllgl'lt. 10.. Sound Trensmlsslon Coefflolen~ #61 {sea manufacturers installation methods) 11. lmpect noise ratrng and lmpactisofaUon class (floors): I!IIR S-14 and !IC 37·44 (eat.) 12. Mo'IS!ureeontembywelgh!,max.: 10% ACCESSORIES IIIOTE: Installation aooassorle.s are dependent on sllbstrauos and lnSlll!lation methods as recommended by the manufacturer SoundStop® mnst be lnstalfsd behind d~a!l or under .ffoor sheathll'lg; select from the following paragmphs aooor<fmg!y. 09830.2 ( A. DI)IWaU: 1!2" min .. applied overexposed surfaces. Offsetjoints16" min .. (see manufacture(s specific Installation guidelines for specified STC, INA or IIC ratings). B.. Nails: 11 ga,11/Z' long galvanized roofing nails, as required to penetrate wood framing 314inch (19 mm} minimum. C. Screws: 1.. Mete! framing, seff .. tapplng 1 1/4" di)IWOII type steel screw. Fastened 16" O .. C. along edges and Intermediately .. PART 3: EXECli.!'!QU 3.1 EXAMINATION A. Examine substrates upon which work will be installed. B. Verify framing member spacing complies with manufacture(s requirements depending on substrates and Installation melhods for different sound ratings. C.. Verify, environmental conditions are. and will continue to be. maintained in accordance with manufacturer's recommendations. D .. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates or conditions. E. Starting work by Installer Is acceptance of substrate and environmental conditions. 3.2 PREPARAT'ION A. Follow manufacturets Instructions .. Store in a well-ventilated area. Material must be kept dl}l before Installation 1. SoundBtop® panels must be installed In a clean, dry condition .. DO NOT INSTALL WET PANas. Panels must be thoroughly dry prior to closing in lhe structure 2. Provide proper venlilalion and use of resplralol}l protection as required by the manufacturer. Avoid dust inhalation .. Use caution when creating large amounts of dust because of potential explosion hazard. Refer to manufacturer's MSDS data for these and other precaufions .. 3.3 INSTALLATION A. B .. KI-R-81304 Contact! he Knight-Celotex Company for full product installation guides and precautions; including floor Installation information .. SoundStop® requires wood wall framing at 16 inches (400mm) o .. c, max ... or 24" (600mm) o.c., maJ<. at metal studs. Panel ends are required to align with framing membens. Some systems may require blocking for certain STC ratings .. See manufacturer's recommendations for required blocking. Verify that appropriate framing section or drawing notes comply. 09830 .. 3 C. Panel Applications: 1. Wall systems: Apply SoundStop® vertically to framing. a. Wood framed systems: fasten with required nails al12' O .. C. at edges and intermediately. b.. Metal framed systems: fasten with required screws at 16" 0 .C. at edges and intermediately c. Install gypsum wallboard or other panels so panel joints are staggered 16" and do not coincide wf!h sound board joints. Follow gypsum wallboard manufaeiurer's installation recommendations, or SoundStop® manufacturers instructions for specific STC rating<>. (note to specifier: ftoor system should not be used under partitions due to compressibility of SoundStop® material) 2. Floor systems: Apply SoundS!op® at right angles to sub floor. a. In "floating floor" systems SoundStop® need not ·be fastened (see manufacturer's recommendations). OVerlay with sleepers and underiayment and fasten as required. Install ceiling system per manufacturer for speciffc STC, IIC and INR ratings 3.. CeRing system: Wood Celfmg I floor joists should be spaced at 16" o.c .. Apply SoundStop® board across framing and fasten with required nails at24" O.C .. along edges and intennecliately. Apply gypsum board over SoundStop® at right angles and fasten With 1 314" GWB-54 annular ring naifs, 7" 0 .C . ., joints must be taped and cemented. 3.4 ADJUSTING AND CLEANING A. Follow manufacturer's instructions for mpfacement of damaged panels. B. During the course of the Work and on completion of the Work, remove excess materials, equipment and debris and dispose of properly away from pmmfses .. b. Leave Work In clean condition In accordance with Section 01500 Construction Faclnties and Temporary Controls. 3.5 PROTECTION A. After application of the Soundstop® sheathing, it is recommended that the di)IWall finish be applied as soon as practical .. If applied sheathing should get wet, wan until Jt is completely dry before applfcaUon of di)IWall finish. END OF SECTION KI-R·81304 09830.4 Battlemen~ Mesa Activity Center Weight Room Expansion 11/27/2006 SECTION 09910-PAINTING PART 1-GENERAL 1.1 SECTION REQUIREMENTS A Summary: Paint exposed surfaces unless otherwise indicated 1 Paint the back side of access panels 2. Color-code mechanical piping in accessible ceiling spaces. 3 Do not paint prefinished items, items with an integral finish, operating parts, and labels, unless otherwise indicated B. Obtain block fillers and primers for each coating system from same manufacturer as finish coats C. Extra Materials: Deliver to Owner 5 gallons of each color and type of finish coat paint used on Project, in containers, properly labeled and sealed. PART 2-PRODUCTS 21 PAINT A Products: 1 Benjamin Moore Latex Paints 2 Colors: As scheduled by owner, and indicated on drawings and finish schedule B Material Compatibility: Provide materials that are compafjble with one another and with substrates. C. Material Quality: Manufacturer's best-quality paint material of coating types specified that are formulated and recommended by manufacturer for application indicated PART 3 -EXECUTION 3.1 A. B. 32 A PREPARATION Remove hardware lighting fixtures and similar items that are not to be painted. Mask items that cannot be removed Reinstall items in each area after pafntrng is complete. Clean and prepare all surfaces in an area before beginning painting in that area. Schedule painting so cleaning operations will not dam~ge newly painted su·rfaces. APPLICATION Apply coatings by brush, roller, spray or other applicators according to coating manufacturer's written instructions. 1. 2. Use brushes only for exterior painting and where the use of other applicators is not practical Use rollers for finish coat on Interior walls and ceinngs PAINTING 09910-1 B. c 33 A. B C. D. Battlement Mesa Activity Center Weight Room Expansion 11/27/2006 Pigmented (Opaque) Finishes: Completely cover surfaces to provide a smooth, opaque surface of unfform appearance Provide a finish free of cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface fflm of even luster Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or other surface imperfections. INTERIOR PAINT APPLICATION SCHEDULE Gypsum Board and concrete walls: one coat primer, two coats paint. Stained Woodwork: Waterborne, Satin Varnish: Two coats over sealer and waterborne wood stain. Ferrous Metal: Two coats over ferrous metal primer. DOors: Same as stained woodwork. END OF SECTION 09910 PAINTING 09910-2 PART 1 GENERAL 11 SUMMARY Bat!lement Mesa Activity Centei Weight Room Expansion SECTION 10440 INTERIOR SIGNAGE A Provide interior signage 1.2 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used 8 Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated 1 3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturens, which have been in satisfactory use in similar service for three years Use experienced installers Deliver, handle, and store materials in accordance with manufacturer's instructions PART 2 PRODUCTS 2 1 MATERIALS A Manufacturers: Alumigraph Interior Sign age; Best Sign Systems, Inc ; lnnerface Sign Systems, Inc; In Pro Corporation; Seton Identification Products; Vista System. B. Panel Signs: 1 Type: Unframed. 2. Material: Plastic. 3 Copy: Raised lettering PART 3 EXECUTION 3 1 INSTALLATION A Install materials and systems in accordance with manufacturer's instructions and approved submittals Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections B. Restore damaged finishes Clean and protect work from damage. END OF SECTION INTERIOR SIGNAGE 10440-1 PART 1 GENERAl 1 i SUMMARY Battlement Mesa Activity Center Weight Room Expansion SECTION 10520 FIRE PROTECTION SPECIAl TIES A Provide fire extinguishers, cabinets and accessories. i 2 SUBMITTALS 11/27/2006 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used B Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction 1 .3 QUALITY ASSURANCE A Comply with governing codes and regulations Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years Use experienced installers Deliver, handle, and store materials in accordance with manufacturer's instructions B Standards: ULand FM listed products, NFPA 10 C. Regulations: ADMG PART 2 PRODUCTS 2 1 MATERIALS A Fire Extinguishers: 1. Type: Multipurpose dry chemical type. 2. Rating: Sized for project requirements. 3. Service Area Mounting: Cabinet mounted.· B. Cabinets: 1. Mounting: Wall mounted 2 Trim: Exposed. 3 Doors: Aluminum, clear anodized finish 4. Door Style: Full-glass panel. C. Accessories: 1. Glass breaker or fire handle. 2 Signage. PART 3 EXECUTION 31 INSTALLATION A Install materials and systems in accordance with manufacturer's instructions and approved submittals Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. FIRE PROTECTION SPECIAL TIES 10520-i i':lattlemeilt 1\flesa Activity Centei Weigh~ Room Expansion 11/27/2006 B. Install fire extinguishers in mechaniCal and service areas with wall-hung brackets at locations and heights indicated and acceptable to authorities having jurisdiction. C Install fire extinguishers in cabinets in public areas plumb and level at heights acceptable to authorities having jurisdiction. D. Restore damaged finishes Clean and protect work from damage END OF SECTION FIRE PROTECTION SPECIAL TIES 10520-2