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HomeMy WebLinkAboutApplication - PermitGarfield County No. Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 51000 River Plaza, GWS (top of tram) Use of Building: Owner: Glenwood Caverns Inc Contractor: __________ __:O:...cwc..:n::.:e.:.r ----------- $728.89 Date: \\)-~{1~ Clerk: \~ 1 ~ lr ----~~--~,~---- Permit No: G ARFIELD COUNTY B UILDI NG PER M IT A P P LI CAT I ON 108 8'" Street, Suite 401 , Glenwood Springs , CO 81601 Phone: 970-945-8212 I Fu: 970-884-3470 I Inspection Line: 970-384-5003 tC69 \ 'H Paccei/Sch <dul< No 21 BS" 0 4'-\-oo-CP :s I Job Ad dress: S\CCd-rwo v "i llS LA\ '2-A bU5J)VJoof> <)'p/L Co B 1 [o I L "to p "p-Tt?A~ I Lot No: B lock No: Q, S ubd. I ExempU o n : LoT IO ~~Q_ ( tOIAJiv'~+tr.{J "(:,' S£-.. H.JT I~ ~1..A.J1. ~"1 WS' \ T 2 Owne r : C4v'\tHJ"> Ad dress Ph · 9J 6~ ~ s-_ 'I 2.1.B & I,£, '\I"'-~ (J <.;o i) Sloco TN () ~..r:.vS ~Z-5l=>L ct7 o 6/B o851 :3 Contractor : OwiV'l..fL Address: Ph: Ll c. No. 4 Archi tect/En g in eer: K E.N ·1-·hJ ~-T [p~~e~s: 11\-tt '&~~() . <::, .1 r T(!ho Z'"lf 738] 1]~0 -lJhh 5 Sq. F't. o f B uild ing: J O OOO S q. F't. ofB He igh t: 4of't-No._..?{ Floors: iL A c..f!..~5 (j Use of Buil dln¥·~ :u.x..\....1lt..\J & .:J:.S 1\-L~~A-0_1 ~'1.;1'5~\ M.ro To ~~c...iiS~ uwo£1l.. r--J 7 Describe w ork r~ :-lS .] "\ 1 .s1 /l-vtZ-4VI" £e)C;. J ~ Class of Work: 0 New ,O Al te ration o Re move 0 Ad d ili on :J Move 9 Garage: tJ I{\ 0 S ing le Carport: )J/11 0 S ingle 0 Double :J Double 10 () Dri veway Pe rmit 0 On -S ite Sewage :J Site Pl an Disp osal / 3{,~ 11 Va lu a ti on of Work : $ 3C\DD 0 Adjusted Va lu atlon s cj£ ':>. v ~·t lf~ '--"" 12 S p ecia l Con d ilions: I lt'~Q P~~ ,. II" "'f:'l'\ I I K'rr ....,_ NOTICE Pl a n C h eck Fee:o'-0 '" T P e rmit Fee:~ A SEPARATE EL ECT RICAL PERMIT IS REQUIRED AND MUST BE ~ I SSUED BY T H t: STAlE UF COLU KJ\l)U . TiiiS PERMIT BECOM ES NULL AND VOID IF WORK OR CONSTRUCTION To t ai Fe"~ ;.~~ ~r~!~s?t: ~)~ )3o~ AUTHORIZED I S NOT COMMENCED WITHLN 180 DAYS . OR. IF CONSTRUCTION OR W ORK I S SUSPEN DED OR ABANDONED FOR A ·~ PERIOD OF ISO DAYS AT ANY T I ME AFTER WORK IS COMMENCED. -t so.~ ~ ~ + ~ l-a~~~9 I HEREBY CERTI FY THAT I HAVE READ AND EXAMINED THI S OCC Group : Const. T)i p e: APPLICATION AND KNOW THE SAME TO BE TRUE AN D CORRECT. ALL ::fi>L-S-1 :rJ6 PROVISI ONS OF LAWS GOVERNING T HIS TYPE OF WORK WILL BE COMPLETED WITHI N WHETHE R SPECIFI ED H EREIN OR NOT. THE Zon ing: Set backs: GRAI\'TING OF A PERMIT DOE S NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CAN CE~~ OF ANY 011iER Sl'ATE OR LO C AL LAW REGULAT I NG C !:! I ON OR T HE PERFORMANCE OF CONSTRUr.TION ~~_z-· ot:t/u.Jo7 M a nu . H o me : I S D S No. & Fee: SIUNATURE OP"'WNER ( ~ DATE -~'t).< \0·"\·dl-;~~~~ ¢ 9 AL/DATE AGREEMENT PERMISSI ON I S HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AN D /OR TH E A GENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE Sl'RUCTURE AS DETAILED ON PLANS AND SPECIFICATI ONS SUBMITTED TO AND REVI EWED BY T HE BUILDING DEPARTME!\'T. I N CONSIDERATION OF 11iE ISSSUANCE OF THIS PERMIT. n i E SIGNER. HEREBY AGREES TO COMPLY \V!TH ALL BUILDING CODES AND LAND USE; REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.20 I CRS AS AMENDED. THE SIGNER FURTiiER AGREES TiiAT IF T H E ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED \V!TI-1 IN niE LCOATI OK ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMJT MAY BE REVOKED BY NOTIC E FROM T H E COUNTY AND THAT T HEN AND 11-IERE IT SHALL BECOME NULL AND VOID. 11iE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUI LDING OFFICIAL FROM THEREAFTER REQUI RING 11iE CORRECT ION OF ERRORS IN SAID PLANS. SPECIFI CATIONS AND OTHER DATA OR FROM PREVENTING BU I LDING OPERATION BEING CARRIED ON THEREUNDER WH EN IN VI OLATI ON OF T HS CODE OR ANY OTH ER ORDINANCE OR REGULATION OF THI S JURISDICT ION. TH E REVIEW OF SUB MITIED PLANS AND SPECIFI CATIONS AND INSPECTI ONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF M'Y RESPONSIBILITIES OR LlABLITIES BY GARI~I E I.D COUNT Y FOR ERRO RS. OMI SSIONS OR DI SCREPENCJES . THE RESPONSI B I LITY FOR T H ESE ITEMS AN D I MPLEMENTATION DURING CONSTRUCTION RESTS SPECJ FJCIALLY WITH THE ARTI CTECT. DESI GNER. BUI LDER. AND OWNER. COMMENTS ARE INTENDE D TO BE CONSERVATIVE AND I N SUPPORT O F THE OWNERS LNTEREST. ~\till\ \) ~ e e I H EREBY ACI~WLEDGE THAT I HAVE READ AND UNDERSTAND THE A GREEMENT ABOVE (I N ITIAL): 4/W ~ -2-'S--0 :t-\~ \)-\ ()-\ ~ -c:>-==t-c.~ \bs 2--.3 Ct:: \D~ \& Js 2-81-·lt-l Jt u~u.-,s The following items are required by Garfield County for a . final inspection: 1. A final Electrical In spection from th e Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department p osted where readily visib le from access road; 3. A finished roof, a lockabl e house, complete exterior s idi ng, exterior doors and windows in stalled , a complete kitchen with cabinets, a sink w it h hot & cold running water, non-absorbe nt kitchen floor coverings, counter tops and finished wall s, ready for stove and refri gerator , all necessary plumbing; 4. All bathroo ms must be complete, with washbowl, tub or shower, toilet s tool , hot and col d runn ing water, non-absorbent floors and wall s finished and a privacy door; 5. All steps outside or inside over three (3) steps mu st have handrail s, g uard rails on balconies or decks over 30" hi g h constructed to al l me and IRC requirements; 6. Outside grading done to where water wil l detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the de monstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be iss ued until a ll the required items are completed and a final inspection made; 8. A fina l inspection sign off by the Garfield County Road & Bridge Departm ent for driveway in stallation , where appli cable; as well as any fina l s ig n off by th e Fire Di strict, and/or State Agencies where appl icable. 9. If you will be connecting to a publi c water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service prov id er 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 occupan f~f.Jhe iss uance of a Certificate of Occupancy for th e dwellin g under building permit #__.,~_,.U;i....J-;:=:.:::...'-1--'--+~- ~ -/$'[~-----• 'I,_.,__ I 0 7 - S ig nature Date B papplicationoctober2006 VALUATION/FEE DETERMINATION Applicant 91-eV\~ooJ C ,41/.ern>. be . Address S tc.Jl')-D /wo l{rvers '/>fo.'Z4 M . Date [ 0 ('~/0 7 I Finished (Livable Area): Main Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage : Valuation Subdivision Lot/Block Contractor Valuation f2e-V'..o~ ~c_ \a., >·-'J ~ {)ec. \c_ CarL S\.:.VL~ Crawl Space: Decks/Patios: Covered Valuation Open Valuation Total Valuation GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it" s discovered that required information has not been provided by the applicant, this will result in the delay of the pennit 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 IS"x 24 '"' and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ~o _:£ I)Jj:-;..mJ >ftN "2.?\~~\)-9,T(20:-l<-N2 .. 'i_ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project )\ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes __ 2 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Is the LS.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? · Yes No__ Not necessary for this project X I 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_K_ Not necessary for this project __ _ Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? YesJ No__ Not necessary for this project __ 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 projectJ(____ 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---X- Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes___p_ No__ Not necessary for this project __ 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 project__i_ Do the plans include design loads as required for floor loads rder the IBC or IRC? Yes__ No__ Not necessary for this project Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction~ Yes+ No__ Not necessary for this project __ Is the wind speed and .exposure design included in the plan? Yes__ No+ Not necessary for this project __ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes--+-No__ Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes__K_ No__ Not necessary for this project __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the toR of a flat roof? (Check applicable zone district for building height maximum) Yes~ No__ Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes__ No__ Not necessary for this project_2L_ 18. 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_K_ 19. 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 lBC or IRC? Yes~ No__ Not necessary for this project __ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms~ X Yes__ No__ Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes__ No__ Not necessary for this projectX_ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes__l(_ No Not necessary for this proj~ct __ _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes4-No__ Not necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? '\..I Yes__ No__ Not necessary for this project_/ __ 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes__l No__ Not necessary for this project __ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for boll} sexes? Yes__ No__ Not necessary for this project_._X_ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes__ No Not necessary for this project~ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes+ No __ 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes~ No__ Not necessary for this project __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes_ls:_ No __ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zonin~g__Resolution for setbacks. Yes '\ No __ _ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes~ No __ 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes~ No __ 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and 5Ppancy of the building? Yes__ No __ 5 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes~ No 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 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. 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 625-8601. Yes \ No ___ _ 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 req!JjTed 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 Parcell 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 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 X 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. Yes c)( No Not Necessary for this project ____ _ 6 acknowledge that I have read, understand, and answered these questions to f y ability. Signatur Date Phone: 0 \IQ ~\'() Q{:)\1days); tf) Q 6\ 'b J 11l (evenings) Project Name: C. 1\\l't!b,l'-) \\??vrn(L. C .... .:'i \J\S.!\...., ~fo({.l\~JJ"V•J Project Address: C.,-Vt \J\!JOQ{) ().o.;.Y·{hb 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 April 2006 7 PLAN REVIEW CHECKLIST Applicant G. I ~ w ooJ {_'tv'~ Building ~gineered Foundation ~Driveway Permit k}~surveyed Site Plan ~Septic Permit and Setbacks & Gradeffopography 30% ;v }1 Attach Residential Plan Review List ~Minimum Application Questionnaire 4 subdivision Plat Notes 114--Fire Department Review ~ aluation Determination/Fees /Red Line Plans/Stamps/Sticker 4 Attach Conditions _tL_Application Signed J Plan Reviewer To Sign Application ~Parcel/Schedule No. jU,J1 40# Snowload Letter-Manf. Hms. _L Soils Report GENERAL NOTES: Date. _ ____.lt..J,..D,L_-____._1 _---==o :.._-'1_,__ __ _ Planning/Zoning ~ft Stream Setbacks ~odPlain ~ingHeight ~oning Sign-off --..l.L_Road Impact Fees J.L.iz_HOAIDRC Approval ~effopography 40% v'Planning Issues ~ivision Plat Notes Fu) P~n~ ..-:--' f-l_W 6/Lf. WIM k'D ~~ eso.;~ BUILDING & PL ANNING DEPARTMENT ~ ~tff /o69V ~ J/;)(p(09 -& ~'U~· 728 . ~? 976 .53 2(o"'.~1 3o o ~~~ £ b lc;,4>4 108 Eighth Street, Suite 401 • Glenwood Spr ings, CO 8 1601 (97 0) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 CONDITIONS OF PERMIT #BP-10694, AMMENDMENT #1 February 26, 2009 1. Submit drawings to the Fire District for review. 2. Submit revised fire protection design/drawings to Fire District for review. 3. All work shall comply with the IBC, IMC, !PC, IECC and IFC as adopted and amended by the County. 4. These drawings are an amendment to an existing permit, all comments and conditions noted on the original drawings for the permit remain valid and shall be adhered to. 5. Restrooms shall comply with ANSI A117.1. 6. Aisles shall comply with IBC Section 1024.9. 7. Stair and handrail(s) shall comply with IBC Section 1009. 8. Handrails and/or extensions shall comply with ANSI A117.1 Section 505. 9. Stair tread, risers and nosing profiles shall comply with ANSI A117.1 Section 504. 10. Ramp handrail(s) shall comply with IBC Section 1010.9.1 and ANSI A117.1 Section 405.8. 11. Grating shall comply with ANSI A117.1 Section302.3. 12. Thresholds and changes in elevation shall comply with ANSI A 117.1 Section 303 and 404.2.5. 13. Door maneuvering clearances-shall comply with ANSI A117.1 Section 404.2 orile provided with automatic opener(s). 14. Submit Stadium Saver shop drawings and ALL topping slab details for review and approval prior to installation. •. / / / Certificate of Occupancy No. 4649 / No change ln the character oC occupancy of a building shall be made Hithout a Certificate of Occupancy-(UDC Sec. 109.1) Building Department Garfield County, Colorado This certificate is issued pursuant to the requirements of Section 109.3 of the Uniform Building Code certifying that at the time of issuance, this structure was in complianct: with the various codes adopted hy the County regulating building construction or usc for the following: Restaurant, Retail Business Usc Classitication_:</ E_uture ~!"~_!inis~-_______ Building Permit No. ____ 84~---------- Group___b_:-_].._..!?._...._l:!..L. s-= 2 Type ofConstructioe------Zone District ____ -:----- Owner of Buildin&...Glenwrxxl ora.,.,81, r r c Address p o flax 392 Gl .,.,,iloxl .s,:.cl.-.--Co.-8~2 Building Address_239~ 'I'rans~£_:!:JCail ~:~~~-d'12fcality ___________________________ _ ¥>~--_ --------Addrcss_r_.Q~Q9l:LU~_Jg f}g:_,_CQ_,_Jll.6.5ll _____ _ Date APril 25. 2003 Issuance of a Certificate of Occupanty shaU not be come trued as an approval of a \'iolation of the pro\'isions or this code or of other rc!l'olutions oft be juriJdiction. Certificate~· presuming to gil'c authority to violate or cancel the provisions of thJs code or of other resolutions or the jurisdiction shall not be valid. (UBC Sec. 109.1) • ( GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COL"NTY (OI..ENWOOD SPR!l<GS~ COLORADO iELEPHbl-.o: (97(!) 9<l-8lll PERMIT NO. ~&rct-'-'g=-'--ISSPECTION LDIE: (970)384-5003. PARCEIJSCHEDULE NO.------ JOB ADDRESS: s ''2. LoT" 10 <:;.ec.'t T.{; <;.., 1<. ~"\ W (, ....... f'."". I wr so. 'i:)!. BLOCK SO. Sl."BOJVlSION'EXDU"TIO!'o' rL .\{ 2 """" G 1..!! ,.'-., ,.,..,.....,lt'f' C.o ....... 'P.o. 'j;! .. )r. ,,o, G'ws "'q 'I G' • t:lll. .. "'~'IS ·'71~ 3 ~ c:;,TP' !iNtii~PAJ.\6 ....,.. -p.o R"" I "IS" 1< II" I.~ c. ~ ~2S'-lSl ~,., .,~,Q063 ~ ' 4 ~c'nc.~..t:s 'A~ .. o ..,.,.... i" .o. r,t .... l'-o ... '1'1" •'l.l~ "'""· II 3o~ 5 IIQ.Ff.Cf'~ Cc'f'tl ~ ..... G'fr;• P•~ Jq. FT. Of' I.DT 8 0 Ac.r>.f£ • -·1/-o ,.,."',._. ~ 6 '"'"'"""""' Upr• .. LI'IA\-T~to.NIIVI\>L.., 12-C"T .... IL..' '£ "''t" A V{l.. 1<-< '1) l'tLe:r • ..c, ... O'F;=teU 7 ---Nt.w c .. "' ... T'Jl.U c.-"tt ""' 8 """"'"""" .,_ """"""" ---"""' """""" '• 9 .,....... ....... """'"" c.I.IJ'Ot.T: ~ _... 10 O:~ATpOWIT ~UTE ft'II"A!JlOQKII,I.l.~ *'""" 'l'~tlfwo:a.Lt. ., ~Sc,oo o ,.n.uan[)Y,o,I,DA!Q($ """' """""""' ~R.F•et.l> Cov..-"'CY -C::::.r=-•AL.. \J~o '?(ft. .... iT-os}o'-/02.. NOTICE A SEP'AJ.ATI EUCTTIJCAL P"UMlT IS P.IQI..ll\ED A.'l'D MUST BE lSSUED BY no> STAn OF P!.A. 'l CHECK FE.E: PElL\UT FEE: CO!.OUDQ. 32/3. +) 4943.75 nDS P£&MIT DEC~ t-."ULL Al-."'0 VOID IF WOU:: 01. CONSTRUCTION AUTHOlUZED I$ SOT~ wmm: liO DAYS., Oil IF CONSTR.UCTlON Oil WORX lS SU~Oil ABA.'-o'OO~'roFOB. APD.lODOF 110 DAYS AT A..'NTDdE. TOTALFU, DAn FERMlT ISSUED: AFIER WORX ll COMMEH'CliD. O•• iq .. ~ I RfJlE.BY CEI.TIFY nfAT I RAVE lU!.AD A.'ID EXA.\IDIED THIS APPUCA TJOS AND KNOW THE SAME TO 86 llt.L"B AND COIJI.Ecr. AU. PllOVlSI0!'-"3 OF lAWS OCC: GWI..l': 00\"D..~ ntiS TYPE OF W~ W1LL B£ COMPUED VrTrH Vr'HnHEJl :SPECIFIED ( 1/ /:5 HER.ElN OJ. };OT, 11m c:aAh"T''SO OF A PELWT DOeS NOT Pi.E.It."M£ TO G[V'i il~ 7l fJ) S~tS, AurnoRnY TO VlOl.ATE OR CA}iCU. THE PROVUlONS OF ANY 011mR $TATE OR. LOCAL U.W ~.&CON'11lUCTlOS Ok THE ~ OF ~N. ~ ZDSING: S£TBACXS: ..... ~ ""' c.. tl . I) 7.. I ~~ a ---~ J/,·11-'?!7~ lH-02... /ftTU! ~,p'L MA.'lti.HOME; lSD~:: B ..,......o.r. <' ,,, ( A~ ---:fl'37 PEL\USSION lS HEREBY CBANTED TO ntE AP'PUCA.'-"T AS OWNER. CO!'Io'"Tlt.ACTOR. ~'010~ iRE AGID.'T OF mE CONTRACTOR 01. OWNER TO CONS~cr ntE STJ.UCTli'!t. DET An.E.D ON PI..A..'i'S A.'\D SP£CIFlCAltO~ SV-m.mTED TO A.~ REVIE'W'ED BY niE BunJ)~GDfli'AP..DfENT. n-t CONSmEJ.AnON OP tHE ISSUANCE OF !HIS PEJ..\IIT, TBE !JGo"EB. HE.UlJY AGII.EE.5 TO COlDtY WITH All. BVll.DlNO C0D£S A."'ID l...A.'ID t:'~ REGtJl.ATIO~S ADoPTEI ~COt.NlYF\JJ.Sli.ANTTOAUJHOIUTY <:irYEJ'l lN JO.ll.lOI C1S AS A.'dEJ'.I"'ttl. Tim SIGXEllFtl'l.lliEJlA<2U.STHAT IF THE ABOVE SAID OP.DIS~ARE :SOTR COMPLIED wrm o; THE LOCATJOS.. EltECTION, COSST'J.UCTlON .A..'\'0 USE OF TRE ABOV£ DESCRIBED Sn.Uctt:R.E. TilE PERMIT MAY THEN BE RE. VOI<ED BY ~CE F THECOl,..TY A.'IDTHAT'IHE!i Ah'DniERE. rr SHALL BECOME :...\JU.IoNDVOm. THE BSUA.\lCE OF A Pn.WT !.ASm L"POH PLA.\lS. SPECIF'ICAnoh"S AND OllJElt DATA SHAll. NOT PREVDlT 'mE BUllDlNG OFFICIAL Fli.OM mEJI.F.AF'tEi. JU:Qt.:Utr-fG CORllCTJOS OF F.ltllOIU D;' UlD PU.'lS., SPECtFICAnoNS Ah"D OTIIER. DATA 01. FR.O PR.EVE.'l11SG BUJl...DING OFEJUTION BEn-IG CAnJ£0 OS THEREUNDER. '\\1-IE VlCU.TlO'S OFnns COD£ ORA.'('( OTHDl ORDIN\.'lCE OR RBCAILATION OF iHIS ll.."RRSDlCTIOS. nm J.E.\o'l£W OF TH£ ~ PU.l-3 Ah'D SPEC1FiCAT10NS A.'lD ISSl'ECllO~S CONDUcnD lliEREAFTEl. OOES NOT. CONSTTil..i"T'E AN ACCEPTANCE OF JlF.Sl'OX.SIBn..Illf.S OR UABJLlTlF..S BY~ COL'NTY FOR. f.U.DU. OMISS(ON.S OR OISC'REPA.'lCI£S. Tim I.UPON!IBILITY fOil TUESE tl'EMS AND IMPU:.\tE."rrt\ DUliNG CONS'TRt.:CTlOS RESTS SPt:.ClfiCAI.L Y wmt THE AB.CHrf[CT, DESIGNER. Bl."U.D£Jt. AND OWSEJL COMMENTS AU INn2-lDEO TO!£ CON5£RVATIVE A..'-'D .IN SUP OFTRE 0~ IN'TERE$T. Gld'cr&oo3 tHEREBY A~OWL.EtXa.niAT 1 RAVB li.E.AD A."'D t."NDEIUTASDTIIE AGlE.EMEN'r ABOVE. (l!JNt;:i!IW,[l]lllo.ll -------- ~ !o3b d l'7 \or-'\J (., " '1.0 ?-0... • • September 16, 2002 Andrew Schwaller Garfield County Building Department Glenwood Springs, CO 8160 I Dear Andy; Glenwood Caverns, Inc. and Glenwood Tramway, LLC both agree that the upper building will be designed and constructed as a type II one-hour fire rated construction. This type of construction is allowed by code as a trade off for one-hour construction due to the use of an approved fire sprinkler system. No combustible materials will be used for construction of the structure of the building or the interior partition walls. If you have any questions, feel free to call me at (970) 945-4228 ext. 13 . r.o~ Pull' Stn·t~t .. Gk·nwnotl ~pring-:-. co~ I t;ot • Phon(' (~i'iO} !)4.'1-·~C:\V /(Roo) 5:10-l fi:l!i • r .. x {!l":O) !H!i-~();j I \'..'WwS!:IL'fiWIHxkaq·rn.'\.com 13 stalled partitions, counters, casework or furnish- ings, shall not be required to be accessible routes. 2. Common use circulation paths, located within em- ployee work areas, that are an integral component of equipment, shall not be required to be accessible routes. 3. Common use circulation paths, located within ex- terior employee work areas that are fully exposed to the weather, s hall not be required to be accessi- ble routes. 1104.3.2 Press boxes. Press boxes in assembly areas shall be on an accessible route. Exceptions: 1. An accessible route shall not be required to press boxes in bleachers that have points of entry at only one level, provided that the aggregate area of all press boxes is 500 square feet (46m2) maximum. 2. An accessible route shall not be required to free-standing press boxes that are elevated above grade 12 feet (3660 mm) minimum provided that the aggregate area of all press boxes is 500 square feet ( 46 m2 ) maximum. 1104.4 Multilevel buildings and facilities. At least one acces- sible route shall connect each accessible level, including mez - zanines, in multilevel buildings and facilities. Exceptions: 1. An accessible route is not required to stories and mez- zanine s above and below accessible levels that have an aggregate area of not more than 3,000 square feet (278.7 m2 ). This exception s hall not apply to : 1.1. Multiple tenant facilities of Group M occu- pancies containing five or more tenant spaces; 1.2. Level s containing offices of health care pro- viders (Group B or I); or 1.3. Passenger trans portation facilities and air- ports (Group A-3 or B). 2. In Group A, I, RandS occupancies, levels that do not contain accessible elements or other spaces required by Section 1107 or 1108 are not required to be served by an accessible route from an accessible level. 3. In air traffic control towers, an accessible route is not required to se rve th e cab and the floor immediately below th e cab. 4. Where a two-story building or facility has one s tory with an occupant load of five or fewer persons that do es no~t a in public use space, that story s hall not be required to be connected by an accessible route to the story above or below. 1 1104.5 Location. Accessible routes s a comcide with or be located in the same area as a general c irculation path. Where the circulation path is interior, the accessible route shall also be in- terior. 2003 INTERNATIONAL BUILDING CODE® ACCESSIBILITY Exception: Accessible routes from parking garages con- tained within and serving Type B dwelling units are notre- quired to be interior. 1104.6 Security barriers. Security barri ers including, but not limited to, security bollards and security check points shall not obstruct a required accessible route or accessible means of egress. Exception: Where security barriers incorporate elements that cannot comply with these requirements , such as certain metal detectors, fluoro sco pes or other s imilar devices, the accessible route s hall be permitted to be provided adjacent to security screening devices. The accessible route shall per- mit persons with disabilities pass ing around security barri- ers to maintain visual contact with their personal items to the same extent provided others passing through the secu- rity barrier. SECTION 1105 ACCESSIBLE ENTRANCES 1105.1 Public entrances. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. Exceptions: 1. An accessible entrance is not required to areas not required to be accessible. 2. Loading and service e ntrances that are not the only entrance to a tenant space. 1105.1.1 Parking garage entrances. Where provided, di- rect access for pedestrians from parking structures to build- ings or facility entrances shall be accessible. 1105.1.2 Entrances from tunnels or elevated walkways. Where direct access is provided for pedestrians from a pe- destrian tunnel or elevated walkway to a building or facility, at least one entrance to the building or facility from each tunnel or walkway shall be accessible. 1105.1.3 Restricted entrances. Where restri c ted entrances are provided to a building or facility, at least one restricted entrance to the building or facility shall be accessible. 1105.1.4 Entrances for inmates or detainees. Where en- trances used only by inmates or detainees and security per- sonnel are provided at judicial facilities, detention facilities or correctional facilities, at least one such entrance shall be accessible. 1105.1.5 Service entrances. If a service entrance is the only entrance to a building or a tenant space in a facility, that en- trance shall be accessible. 1105.1.6 Tenant spaces, dwelling units and sleeping units. At least one accessible entrance s hall be provided to each tenant, dwelling unit an d sleeping unit in a facility. Exceptions: 1. An accessible e ntrance is not required to tenants that are not required to be access ible. 227 PLUMBING SYSTEMS TAB L E 2902 .1-contlnued MINIMUM NUMBER O F RE Q UI RED PLUMBING FACI LITIES3 WATER CLOSETS DRINKI NG (SEE SECTION 4 19.2 OF THE FOUNTA INS INTERNATIONAL PLUMBING (SEE SECTION CODE FOR URINALS) LAVATORIES 410.1 OF T HE I MALE I FEMALE BATHUBS INTERNATIONAL USE OR PLUMBING No. CL ASSIF ICATION GROUP DESCRIPTION MALE FEMALE SHOWERS CODE) OTHER I kitchen s ink per dwelling unit; 1 One-and two-fami ly I per a u to matic R-3 1 per dw elling unit 1 per dwe llin g unit -clo thes dwellings dwelling unit washer 7 Res identi al connectio n per20 dwelling unit s• R esidential I se rvice R-4 care/assisted livi ng I per 10 I per 10 I per 8 I per 100 sink faci lities Structures fo r the See Section Storage (see s torage of goods , 4 11 of the 8 Secti o ns 2902.2, S-1 warehouses, I per 100 I pe r 100 l ntemational 1 per 1,000 1 se rvice 29 02 .4 and S-2 s torehouses and frei ght Plumbing si nk 290 2.4.1) d e pots, low and Code moderate h azard a. The fixture s shown are based o n one fi xture being the minimum required fo r the number of persons indicated or any frac tion o f the number of pe rsons indicated. The number of occupants s hall be determ ined by this code . • b. Toilet fa ciliti es for employees s hall be separa te from faci lit ies fo r inm ates o r patients. I c. A sing le-occupa nt to ilet room with o ne water closet and o n e lavatory serv ing not more than two adj ace nt pa tient rooms shall be permitted where suc h room is pro- vided with direct access from each patie n t room and wit h provisions for privacy. d . For day nurseries, a maximu m of o ne bath tub shall be requ ired. e. For attached one-and two-family dwe llings, one au tomatic clothes washer con nec tion s hall be require d per 20 dwe llin g units. 2902.1.1 Unisex toilet and bath fixtures. Fixtures located within unisex toile t b athing rooms com pl yin g with Sec ti on 404 of th e Inte rnationa l Plumbing Code a re pe rmitted to be included in determining the minimum required number of fixtures for ass embly and merca ntil e occup ancies. 2902.2 Separate facilities. Where plumbing fixtures are re- quired , se parate faci lities s h a ll be provided for each sex. Exceptions: I . Separate faciliti es s hall no t be required for pri vate fa- cili ti es. 2. S eparate employee faciliti es shall not be required in occupanc ies in wh ic h 15 or fewer people are em- ployed. 3. Separate faciliti es s ha ll not be req uired in s tru c tures or tenant spaces with a total QCC UIDJ.Q t load, including both e mployees and customers, of 15 or les§, 4 . Separate faciliti es shall not be required in mercantile occupancies in which the maximum occup ant load is 50 or less. 2902.3 Number of occupants of each sex. The required wate r closets, lavatori es and s howers or bathtub s s h all be dis tributed equally be tw een the sexes based on th e percent- age of each sex antic ip ated in th e occ upant load. The occu - pant load sha ll be composed of 50 percent of each sex, 2003 1NTER N A TIONAL BUILD ING CO DE ® unl ess stati s tical data approved by th e building official indi - cate a different distribution of th e sexes. 2902.4 Location of employee toilet faci lities in occupancies other than assembly or mercan tile. Access to to il e t facilitie s in occupancies other th a n mercantile and assemb ly shall be from wit hin the employees' working area. E mpl oyee facilities I sha ll be either separate fa cilities or combined employee and public facilities . Exception: Facilities th at are require d for e mployees in storage struc tures or ki os ks, a nd are located in adjacent struc tures under the same ow nership, lease or contro l, s hall be a ma xi mum tr avel dis ta nce of 500 feet ( 152 m) from the e mployees' working area. 2902.4.1 Travel distance. The req uired toilet facilitie s in occ up anci es other than assembly or mercantile sha ll be l o- cated not m ore th an one story above o r below the e mp loy-I ees' working area and th e path or tr avel to s uc h fac ilities shall not exceed a dis tance of 500 feet (152m). Exception: The location and maximum trave l di stances to required e mployee to ilet fac ilities in f acto ry and in- dustri a l occupancies are permitted to exceed that re- quired in Section 2902.4.1, prov ided the location a nd maximum trave l di s tance are approved by the building official. 549 l ll::__l tJIZ (!) e&), fEE. f-1 lT 1f 11PR (L ~~) '2-m1? C/J FOFZ r(_fE.· ~{, __ (p_jjj j (R fEfs..&trT A f r:'UCA!ttJN ~ ELmr<.~ lr'E~ '{-liltS., II 1---Af<.T 1'7 GJL%L62. G6P5___E.Ejjj£Jtf_ OE.NQ'fS6 : l I_L_f.r-v-~tfrz ~-{-if< 1 ~--r~~r W~_()LL_) r-- A.f!r:. 4/2sjtt! a'JPLfSSJLl,q W ~· T'/[E 11_:__/__HR t -!:i'R exr, ~~I 1/'(A/.L<:; F=lru; 1\.lfTt("Jl {({)"-.Wlf f'~_Ef]____A_{_t~! 0~ AA~.c::ps~~~ r--¥LL2 N(J(£! --~~ ~ 9/2~1():!, L&fr!=k. ~ Ic'lJ! j (:;l-11 J!.k. ut-b5~6kS TO TYP& [-( -'\ <1 /(o /OZ \ cw s FL P~~~T~ IJ.f.L NQN~LQ4 f..1 Fl f:6 fXt tu!tt.lS 1--I 21_$1~ f{((-t WJ[H e4ft'(~ ~et16?tfT UP ftA!Y TfJ[fJP -- 2./1~/()3 P./--·f::r;p.r;..;/~ r~~ -t.AfL~ ! _(i(lJg. --- dEEIL =% ~ W11JG PfS9AJ_4_{k!K.__E -~l12_J12. fl1Jf.P_ JJ:L~ · u~· tl,l "· qL ffYJ_fL.r:.l]j_~ ~lf&P.:. t:AU;.x:1 <;Err, l~J-ZGO~ W.i4 s~r/G ~F. --~ _ -f?Lb(9 CIVI/..L (s& <:%Jf~~{W6T60 A$_1[.-[ N_ale_ _ t -------- ... . . -. - ---------- - ------ -------- --- ---------~ -~-~ ---- ----- --- --------- - ,__ -------- --- ------- ------- 1111 ~fUM',roi!UtUIIUl.~l'l!(l~llfl, ~UII IIIII Reception": 730278 0-~/09/2007 10:29:00 AM Jean Alberico 1 of 4 Rec Fee:$0.00 Doc Fea:0.00 GARFIELD COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on, Monday, the 91h day of July A.D. 2007, there were present: ,.,Jo,..h-"'n'-'M"""artJ"". n'-----.,----------·• Commissioner Chairman ,Larry""'L"M"'c,C,o"'w""n..__ ___________ , Commissioner _._T...,re"'s"-i ..,H,o,up~t'--------------' Commissioner ..,D,o"'n'-'D"'e"'F'-'o,r,_d ____________ , County Attorney ,.,Je""an"'-'Al-""'b"'er"'ic..,o'-------------·· Clerk of the Board .,E,.d.;,G,..r"'ee"'n"-'-'CA-"b""s"'e~nt'-'l ___________ , County Manager when the following proceedings, among others were had and done, to-wit: RESOLUTIONNO. 2007-67 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT A COMMERCIAURECREATIONAL FACILITY/PARK LOCATED ON A PROPERTY OWNED BY POW INC, GARFIELD COUNTY PARCEL NO# 218503300034 WHEREAS, the Board of County Commissioners of Garfield County, Colorado ("Board"), has received an application from POW Inc. for a Special Use Permit ("SUP") to allow a Commercial/Recreational Facility/Park on their property within the Agricultural Industrial zone district; and WHEREAS, the Board held a public hearing on the II oh day of June, 2007 and continued the public hearing until July 9lh, 2007 upon the question of whether the above described SUP should be granted or denied, at which hearing the public and interested persons were given the opportunity to express their opinions concerning the approval of said special use permit; and WHEREAS, the Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of fact as listed below: 1. Proper posting and public notice was provided as required for the meeting before the Board of County Commissioners. I II II Ml\1\1. ~III.A',Mll,ll'llr,!fl,~~r,~~l-:~LIIII~.~·y IIIII Receptionn: 730278 08/08/2007 10:29:00 AM Jean Alberico 2 of 4 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO 2. The meeting before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that meeting. 3. The above stated and other reasons, the proposed special use permit has been determined to be in the best interest of the health, safety, and welfare of the citizens of Garfield County. 4. The application has met the requirements of the Garfield County Zoning Resolution of 1978, as amended. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that a Special Use Permit allowing a Commercial/Recreational Facility/Park on a property owned by POW Inc. is hereby approved subject to compliance with all of the following specific conditions: I) That all representation made by the Applicant in the application and as testimony in the public hearing before the Board of County Commissioners shall be conditions of approval, unless specifically altered by the Board of County Commissioners; 2) This Special Use Permit approves the following operations: a. Hours of operation will be from 6:30 AM to II :30 PM Sunday through Thursday and 6:30 AM to 12:30 AM Friday and Saturday; b. The tramway towers and cabins will not be lighted; c. Activities on-site will be Expansion of Existing Gift Shop, Ropes Course, Mini-Golf Course, Photography Studio/Shop, Candy Shop, Shade Structures/Pavilion (6), Maze (Fort Maze), Bungee Trampoline, Spider Zone Children's Climbing Center, Simulator Attraction (Wild West Adventure), Petting Zoo, Train Ride Attraction, Children Climbing Area (Foam Factory), Mechanical Bull, Canopy Tour, 4D Movie Theater, Horse Back Riding Tour, Banquet/Restaurant Facility, Traveling Museum Exhibits (Within Banquet Facility), Bus Transportation, Employee Housing, 150,000 Gallon Fire Mitigation Pond, Alpine Coaster, Zip Line, Giant Swing, Climbing Wall, Fossil Dig, Botanical Garden Butterfly Exhibit, Indoor Children's Play area, Care Takers Quarters, Water Storage Tanks, Nature Trails, Picnic. Areas, Geode cutting, Gemstone Sluice Mining, Astronomy Observatory Area, Visitor Center, Souvenir Shop/Expansion, Indian Education Center (Teepee), Passenger Gondolas, Limited Bus Shuttle, Employee Housing, Maintenance Facility, Foam Factory Children's Climbing Area and Cave Tours; 4) Passenger gondolas shall continue to accommodate bikes; 2 1111 Wi.'~~M',IIIIU~U'UI,Iolli,ll¥(~~~1""~~ ~·y IIIII ReceptiOn": 730278 08/09/2007 10:29:00 RM Jean ~lberico 3 tJf 4 Reo Fee:$0.00 Doc Fee:0.00 GI=IRFIELO COUNTY CO 5) The ultimate build out capacity for the gondola is 36 gondola cars in 12 groups of 3 with each gondola car having a 6 passenger capacity; 6) The Applicant shall be responsible for snow removal on 50% of the travel way of Transfer Trail; 7) The applicant shall adhere to the following suggestions provided for by the Division of Wildlife in Sonia Marzec's referral letter dated April 16, 2002: a. There shall be no outside storage of any trash or garbage anywhere within the property, with the exception ofbear-prooftrash containers b. Refuse kept in non bear-proof containers should be kept within secure structures that are not likely to be broken into by bears c. There shall be no dumps or underground disposal of refuse on site d. Except for bird feeders, the feeding, baiting, salting, or other means of attracting wildlife to site is prohibited e. Bird feeders should be strategically placed to avoid being an enticement for bears f. Tourists and other users to the site should be made aware of the local wildlife community by utilizing information provided by the Division of Wildlife. 8) The Park shall be limited to a maximum guest capacity of 1,551. 9) All conditions set forth in Resolution 2004-56 shall be rescinded once the Special Use Permit approved by the Board of County Commissioners on June 11th, 2007is issued. 10) If the tramway becomes obsolete or inoperable for any period exceeding twelve months, the applicant shall remove the tramway at their own expense. II) Bus/van guest transport shall only accommodate guest unable to utilize the gondola cars due to Acrophobia or other medical conditions, maintenance vehicles and emergency evacuations; 12) The Applicant shall maintain a total of 35,000 gallons of water on-site for fire protection; 13) The Applicant shall provide engineered drawing of the proposed fire protection pond prior to construction for approval is constructed; 14) The existing 2,000 gallon leach field shall be inspected by an engineer licensed by the State of Colorado. A statement of condition and adequacy verifying it's ability to serve the proposed employee housing and provided emergency storage of sewage on- site when waste water is unable to be transferred to the City's sewer system. 3 1111 MI\'UI-tJ\',!IIIU"'~,,IJUl,~~~lw~'llllllr~~~~ II Ill Reception~: 730278 08/08/2007 10:29:00 AM Jean Alberico 4 of 4 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO 15) Parking of personal vehicles belonging to employees residing on-site during the months of May, June, July, August and September shall not be allowed on the subject property; Dated this {o 1:::: day of f1A ~ , A.D. 2007 ATTEST: COUNTY BOARD OF N RS, GARFIELD COUNTY, Upon motion duly made and seconded the fore following vote: ~CO~MM~~I~SS~I~O~N~ER~C~H~A~ffi~JO~H~N~F.~M~A~R~T~IN~---------------'Aye _,C""O"-'-M"'M":'I""'SS""I""O"-'N"'E"'R'-"L"-'A";RR~Y_,L,.,. . ..,M""C"-'C"-'0"-'W~N...,__ _________________ , Aye -"C~O~M~M~I~S~S~IO~N~E~R~TRE~~-S~I~H~O~U~P~T~----------------------·A~ STATEOFCOLORADO ) )ss County of Garfield ) I, , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this __ day of , A.D. 2007. County Clerk and ex-officio Clerk of the Board of County Commissioners 4 Page 1 of2 Ken Smith From: Andy Schwaller Sent: Thursday , January 29, 2009 9:03AM To: Ken Smith Subject: FW: ADA Lift Quote and Info I cannot tell what was approved but G ene Morse w ill be sign ing off on it. We should include Redline Item regarding NWCOG to do final prior to co unty final. From: Steve Beckley [mailto:sbeckley@glenwoodcaverns.com] sent: Tuesday, January 27, 2009 7:33PM To: David Hauter Cc: Andy Schwaller Subject: FW: ADA Lift Quote and Info Steve Beckley -Owner Glenwood Caverns Adventure Park (970 )-618-7127 'MAKING PEOPLE SMILE!" From: Gene Morse [mailto:elevator@nwc.cog.co.us] sent: Tuesday, January 27, 2009 4:09PM To: Steve Beckley Subject: Re: ADA Lift Quote and Info Steve. this lift will be approved for installation in your situation. Gene ----Original Message ---- From: Steve Beck ley To: ele vator@ nwc .cog .~o ._us Cc: Nancy Heard ; Kell y Bates Sent: Monday, January 26, 2009 5:28PM Subject: FW: ADA Lift Quote and Info Ge ne Here is th e specs for t he lift f rom John a t Co lorado C ustom L ifts. As w e discu ssed, the lift from s ill to s ill is approximately I 0 feet. P lease call me a nd le t me kno w if this is acceptable . Steve Beckley -Owner Glenwood Caverns Adventure Park (970)-618-7127 "Making People Smile!" From: John [ mailto :john@colocustomlift.com] Sent: Tuesday, January 20, 2009 1 :07 PM 1129/2009 Page 2 of2 To: Steve Beckley Subject: ADA Lift Quote and Info Steve, Here is the quote and info on the lift, let me know if you want to get the order and shops started? thanks. Thank you, John Ray 0 CCL LOGO ONLY-Email Office: (970) 245-4472 Toll Free: (866) 482-4472 Fax: (970) 241-7377 Email: j ohn@co loc ustomlift.com www.colocusto ml ift.co m/index.htm Due to the potential that information exchanged by electronic media can deteriorate, be damaged, lost or modified unintentionally or otherwise, use of this electronic data by anyone other than Colorado Custom Lift, Inc. shall be at the sole risk of such user and without liability or legal exposure to Colorado Custom Lift, Inc. The recipient is responsible for verifying the accuracy of data against governing hard copy documentation. Recipient assumes all risks in the changing or modification of data and revisions or updating of hard copy documents. CONFIDENTIALITY NOTICE: The information in this email is confidential and may be legally privileged. It is intended solely for the addressee. If you are not the intended recipient, any disclosure, copying, distribution or any action taken or omitted to be taken in reliance on it is prohibited and may be unlawful 1/29/2009 MEMORANDUM To: File From: Kenneth H. Smith Date: January 29, 2009 Project: Glenwood Caverns Inc., amendment to Penmit#BP-10694 Based on the following research we will permit the use of Stadium Savers as a concrete forming system at the proposed theater. 1. After contacting the manufacturer's technical department and acquiring additional information and talking with them, they said the system had been permitted before in numerous projects, one of which was Movie Tavern in Aurora, CO. 2. After contacting ICC for a non-binding interpretation, their position was it was a permitted system. 3. I contacted the Aurora Building Department and the did research on the Movie Tavern project. The building was classified as a Type II-A with a NFPA 13 system. They permitted the use of this system, partly based on an Exception in NFPA 13. Page 1 of 1 Ken Smith From: Ken Smith Sent: Thursday, January 29, 2009 7:31 AM To: 'David Haute~ Cc: steve@glenwoodcaverns.com; Andy Schwaller Subject: Use of Stadium Savers David, Based on additional research with the manufacturer, ICC and other Jurisdictions that have permitted this system, we will permit this system to be used in The Caverns Theater. Before installation and/or at application for an amended Building Permit we will require the following. 1. An Engineered design performed by a Licensed Design Professional for the concrete slab topping on the Stadium Savers. 2. A letter from a Licensed Design Professional stating the existing slab on grade is adequate to support this system, additional dead load and required live load for the occupancy. 3. Specific details of how the system will interface with the existing and/or proposed construction at ALL conditions and locations (i.e. all interior and exterior perimeter walls, thresholds, floor system, etc.). 4. Manufacturers shop drawing, product data and details. If you should have any further questions, feel free to call me. Respectfully, Kenneth H. Smith 1/29/2009 Pa ge I of2 Ken Smith From: David Hauter [dhauter@rof.net) Sent: Tuesday, January 27, 2009 10:05 AM To: steve@glenwoodcaverns.com Cc: Andy Schwaller; Ken Smith Subject: RE : THEATER SUSPENDED CEILING Steve, The required type of construction for the building has been determined by applying the height and area limitations (Table 503) for each of the applicable occupancies to the entire building. The building has been determined under Sec. 302.3 .1 to be a non-separated mixed use building. The most restrictive type of construction applicable for the entire building for this project is Type liB construction and govemed by the area limitations of A-1 , (Theaters) Assembly Group . Type II construction requires the building elements to be noncombustible. However, the fire-resistance rating requirements for assemblies is not subject to tested assemblies and the fire separation distance for this building is greater than 30ft, therefore the fire resistance rating as specified in the Table 602 for the exterior walls is (0). Note : Therefore, a suspended ceiling system is not part of a required assemb ly between the proposed theater and restaurant above. If a suspended ceiling is specified because of the acoustical requirements of the theater, then the system will shall have a flame spread index of not more than 25. (Sec.1(2). David From: Andy Schwaller [mailto:aschwaller@garfield-county.com] sent: Monday, January 26, 2009 4:09PM To: David Hauter Cc: Ken Smith; steve@glenwoodcaverns.com Subject: cavern's Project Meeting of January 23 Dav id , With regards to the handicap lift, the contact person for North West COG (Northwest Colorado Council of Governments) is Gene Morse. He can be reached at 970.389.6547 cell or 970.468.0295. They do elevator inspections for Garfield County and also the State. He explained some of the limitations of handicap lifts. There are residential and commercial types, so a specific make and model number will need to be supplied to him. He will also need the total he ight sill to sill of the application . If it is O .K. with him, it will be O.K. with us if the final design meets code. It does not appear the Flame Stop II renders the wood as non combustible or affords the same protection as fire- retardant-treated wood . It is a surface application that has a decreasing level of protection over time. Both the film of treatment can dissipate and the exterior condition of wood can degrade w ith time leaving essentially no flame protection . It is also difficult to assure the surface of the wood or the application rate are conducive to proper application now and in the future and generates a maintenance problem to recoat at any prescribed 1/27/2009 Page2 of2 interval. Please see Sec 603 and 1406.3 for additional limitations. The subject wood framing will need to be removed. There isn't a mixed occupancy separation required in the subject floor/ceiling assembly due to the non separated provisions of Sec 302.3.1. A specific tested assembly is not required. In review of the code Sec. 603.1 (2), fiberglass thermal or acoustical batts are allowed in Type II construction if the insulation meets the flame spread requirements listed. Verification of paper backed insulation flame spread would need to be determined prior to its use. We are researching the use of the foam blocks for the stadium seating and will need additional information supplied to us regarding the laser tag. Please see Sec 411 Special Amusement Buildings. If the proposed laser tag use meets the definition outlined in Sec 411.2, this section and review by the Glenwood Springs Fire District will be needed. Please provide a layout of this attraction and any factors that might affect the egress from this portion of the building such as visual or audio distractions, indirect exit path, or anything else that might make change the egress pattern. Please call with any additional questions or comments. Thank you for your attention to these matters. Regards, Andy Schwaller Building Official Garfield County 1/27/2009 Page 1 ofl Ken Smith From: Andy Schwaller Sent: Monday, January 26, 2009 4:09 PM To: David Hauter Cc: Ken Smith; steve@glenwoodcaverns.com Subject: Cavern's Project Meeting of January 23 David, With regards to the handicap lift, the contact person for North West COG (Northwest Colorado Council of Governments) is Gene Morse. He can be reached at 970.389.6547 cell or 970.468.0295. They do elevator inspections for Garfield County and also the State. He explained some of the limitations of handicap lifts. There are residential and commercial types, so a specific make and model number will need to be supplied to him. He will also need the total height sill to sill of the application. If it is O.K. with him, it will be O.K. with us if the final design meets code. It does not appear the Flame Stop II renders the wood as non combustible or affords the same protection as fire- retardant-treated wood. It is a surface application that has a decreasing level of protection over time. Both the film of treatment can dissipate and the exterior condition of wood can degrade with time leaving essentially no flame protection. It is also difficult to assure the surface of the wood or the application rate are conducive to proper application now and in the future and generates a maintenance problem to recoat at any prescribed interval. Please see Sec 603 and 1406.3 for additional limitations. The subject wood framing will need to be removed. There isn't a mixed occupancy separation required in the subject floor/ceiling assembly due to the non separated provisions of Sec 302.3.1. A specific tested assembly is not required. In review of the code Sec. 603.1 (2), fiberglass thermal or acoustical batts are allowed in Type II construction if the insulation meets the flame spread requirements listed. Verification of paper backed insulation flame spread would need to be determined prior to its use. We are researching the use of the foam blocks for the stadium seating and will need additional information supplied to us regarding the laser tag. Please see Sec 411 Special Amusement Buildings. If the proposed laser tag use meets the definition outlined in Sec 411.2, this section and review by the Glenwood Springs Fire District will be needed. Please provide a layout of this attraction and any factors that might affect the egress from this portion of the building such as visual or audio distractions, Indirect exit path, or anything else that might make change the egress pattern. Please call with any additional questions or comments. Thank you for your attention to these matters. Regards, Andy Schwaller Building Official Garfield County 1127/2009 January 13, 2009 Glenwood Caverns Inc. Attn: Steve Beckley 51000 Two Rivers Plaza Road Glenwood Springs, CO 81601 Re: Use of Foam Within Building Steve, We have reviewed the information submitted with regards to the spray polyurethane installed within the Glenwood Caverns building located at 2392 Transfer Trail , Glenwood Springs CO 81601 . As per the ES -1615 evaluation report, this product is limited to use in a VB combustible construction type as defined by the building code. The building classification for your building is a Type II B non combustible construction. We reviewed the possibility of converting the construction type with your architect and that option is not available. The proposed thermal barrier submitted would only work for a VB construction as a thermal barrier and would not eliminate the combustible aspect of the foam . We did some additional research with the foam manufacturer to see if there is an approved and /or listed procedure to encapsulating the foam so it is not a fire hazard within the building . The manufacturer did not have a way to do this. We also consulted the International Code Council (ICC) technical services/code opinion section to see if they had an approved way to deal w ith the foam issue. They did not. Based on the information submitted and our research, the foam needs to be physically removed from the bu ilding . Depending on how successfully this can be done, additional work may be requ ired to ensure any residual foam is made safe. Under section 115 of the 20031BC as amended by the County, this letter serves as notice that an unsafe condition exist within your t?uilding due to the fire hazard the foam represents in noncombustible construction . We understand that the installation of this product may have been an honest mistake; however this condition must be made safe within 15 days of receipt of this notice . We are open to additional research that may provide an approved way to render the foam noncombustible. Any submittals would need to be in a timely manner in order to make the 15 day requirement. Thank you for your continued cooperation with this issue. Please call with any questions. Andy Schwaller Building Official Garfield County cc Ron Biggers , Glenwood Fire 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax : (970) 384-3470 Postmark Here Ken Smith From: Sent: To: Subject: Andy Schwaller Tuesday, January 13, 2009 1:59PM Ron L. Biggers; Ken Smith Glenwood Caverns Attachments: GWCavernsltr120508.doc Ron, Page I of I We did some inspections at the upper terminal and noticed they had sprayed polyurethane foam on the ceiling floor assembly at the lowest level. We do not know when this was done, but there it is. During construction of the building in 2003 we had several discussions and letters stating combustible foam was not allowed within the building. Long story short see attached letter to them. God forbid something happen up there, but tell your guys if there is a fire, they might have globs of burning foam falling on them on the lowest level. We will let you know the status of there progress removing the foam. Andy 1114/2009 Jan 07 09 02 :1 7p .. -------p.2 ·rmumiJ.TI.ums .. •••--·--- 3 /4 1801.8255 977 1,-,.-\ NCFI Polyurethanes . Oiv. of Barnhardt Manufac~r~gC 2~030 P 0 Box 152S • Mount Airy, soo-346~8229 www.NCFI.com \2107 NCFI SPRAy FOAM SYSTEM 11-009 nESCRIP1JON : . , volume self-adheJing, seamless, high insula ~ng efficleccy s.p:-ay NCPI ll-009 is a two component, one-to~~F~~ 1-009 h~ been designed for use where Bw1c!ing Codes specsfy 25 applie d rigid polyurethane foam system. . er ASTM E-84 . 111is NCFl system series ha~ been formulated FllUDC Spread and less than ~50 Smoke ~sty P d 1 achieve desired 2 pcf foam density 1t sea level ( ll-0?9) wilb HFC 245fa as tlle blowmg agent and IS dedv~lope 'la~l in different speeds lJ -()09 series is fom:ulated vnth 1 . (11 009 HA) applications an lS ava• e ' , or hig~ e ~atlb~nl -t to inhibit the "tow1h of molds that may affect this prod\.lcl an antl·liUCfO ta ager. o DISTINGUISHING CHAMCTERIS'fiCS: I TypiCAL PHYSICAL PR.OPERTII?S : Core Density ~O pcf • HighR-Value .. Excellent Moisture Vapor 1'ran~'TXIlSSJon Resistivity High Yields High. Closed Cell Conte nt Good Dimensional Stability Compressive Strength p psi I . t·S pemun Moisture Vapor Transmi s$ion Closed Cell Content ~9 0% • M~ ASTM B-&4, FS~. SDS450 at 2 inch I Thickness k -Factor, initial r.145 Btuoin/ (hr-~·OF) For proper use of this N CFI il1sulating matarial refer to the NCFI Applkation Informa tion an d any of the following codes or guides : As with all i:~s ulating materials, the k-factor will vary with age and use cond iti ons. Maximum Se rvi ce Tempe rature I • JCC Int ernational Building Code, S ection 2603 Icc: International Residential Code. Section R3 I 4 API Fire Safety Guidelines for Use of Rigid Po lyuretlume and Polyisocyanwata Fo 11m Insulation in Building Construction (AX23 0) Flamn1ability , ASTM E-84, Flame Spread 2 inc.h ~5 Smoke Dev K450 Note : The above values are averaEf values obtained from la boratory experiments Dnd should erve only as guide lines. Free rise core density shoald not be nfuscd with overall density. Overal l deDsities are alwa I; higher than ftee rise core densities and mk.e into account skiol'ormalion, thi ckness of app lication. env iroM'lental conditiops, etc I I Polyurethane products manukcO;red or produced fr o:ll this liquid system may present a serious fir hazard if improperly ~;Sed or allowed to remaiD exposed or unprotocted . TI\e character and magni tude of any such haz will depend on a bread range of factors, which ate controlled and influenced by the manufacturing and produ;tion wocess, by the mode of application or installation and by the function and usage of th e particular product. Any flammah~· rating contain~d in t/,;s lilaature is not intended to reflect hazards prescuted by lllis or any otltcr materia/1tnder a ual fl¥t conditkms. Th~ ratings Cll't! 11sed solely tQ measttre anlf d~crifJc the product's respo11se to hent and flame mder contrcfkd /lzlumrtory conditions. Each person, fiEill or corporation engaged in the manu fa cture, production, pplication, .instol lation or use of any polyurethane product should carefully d etetnJ ine whether there is a potential fire haz rd associated with such product in a specific usa.ge, aud \.ltilize all appropriate precautionaey and safety mensures . I ) I I ~ ~R~ORT™ ~ ESR-1154* Reissued August 1, 2007 This report is subject to re-examination in two years. ICC Evaluation Service, Inc. www.icc-es.org Business/Region Office • 5360 V'Jakrnan Mill Road, 'Mltlier, California 90601 • (562) 699-0543 Regional Office • 900 Montclair Road , Slife A, Birmingham, Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossmoor Road, Country Club HUis, Illinois 60478 • (708) 799-2305 DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 0721o-Building Insulation REPORT HOLDER: NCFIPOLYURETHANES POST OFFICE BOX 1528 MOUNT AIRY, NORTH CAROLINA 27030 (336) 789-9161 www.ncfi.com roger.morrison@ncfi.net EVALUATION SUBJECT: SEALITE™ SPRAY APPLIED POLYURETHANE INSULATION 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code~ (IBC) • 2006 International Residential Code~ (IRC) • 2006 International Energy Conservation Code8 (IECC) • BOCA8 National Building Code/1999 (BNBC) • 1999 Standard Building Code0 (SBC) • 1997 Uniform Building Code™ (UBC) Properties evaluated: • Surface-burning characteristics • Physical properties • Thermal transmission • Attic and crawl space installation 2.0 USES The Sealite m insulation is used as a nonstructural thermal insulating material in Type V-B construction (IBC), dwellings under the IRC, and Type 5-B under the BNBC, Type VI under the SBC and Type V under the UBC. 3.0 DESCRIPTION 3.1 General: SealiteTM insulation is a spray-applied cellular polyurethane foam plastic that is installed as a nonstructural foam component in cavities of roofs, ceilings, floors and stud wall assemblies . The foam plastic is a two-component, open-cell, one-to-one by volume spray foam system with a nominal density of O.o pcf (8 kg/m3). 3.2 Surface-burning Characteristics: The insulation, at a maximum thickness of 41/2 inches (114 mm) and a nominal density of 0.5 pcf (8 kg/m3), has a flame- spread index of less than 25 and a smoke-developed index of less than 450 when tested in accordance with ASTM E 84 (UBC Standard 8-1 ). Thicknesses of up to 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities are recognized based on room corner fire testing in accordance with UBC Standard 26-3. 3.3 Thermal Transmission R-values: The insulation has thermal resistance R-values, at a mean temperature of 75"F (24"C), as shown in Table 1. 3.4 Aldocoa~ 757 Intumescent Coating: Aldocoa~ 757 intumescent ignition barrier coating manufactured by Aldo Products Company is a water-based latex coating with specific gravity of 1.4. Aldocoat~ 757 is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of 6 months when stored in a factory- sealed conta i ner at temperatures between 40•F (4.5 •C) and 9o•F (32.C). 4.0 INSTALLATION 4 .1 General: The Sea litem insulation must be installed in accordance with the manufacturer's published installation instructions and this report . The manufacturer's published installation instructions and this report must be strictly adhered to, and a copy of the instructions must be available at all times on the jobsite during installation. The Sea lite ™ insulation , with a maximum nominal thickness of 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities, must be separated from the interior of the building by an approved thermal barrierof0.5-inch (12.7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with and installed in accordance with the applicable code. Exception : within an attic or crawl space, installation must be in accordance with Section 4.2 . 4 .1.1 Application: The Sealite ™ insulation is spray-applied on the jobsite using a volumetric positive displacement pump as identified in the NCFI Polyurethanes application manual . The insulation can be installed at a maximum per pass thickness of up to 12 inches (305 mm). The Sealitem insulation passes must be allowed to fully expand and be cured for a minimum of 10 minutes prior to applying an additional pass. The Sealite ™ insulation components must *Revised January 2008 .€$ REPORTS'" are no/to be cons /med as representing aes the tics or any other allributes no/ specifically addressed, nor are they to be co/IS /nied as 011 (It!~) endorsement of the subject of the reporl ora recomm endation for ils us e. There is no warranty by ICC Eval110tion Service, Inc., express or implied, as to any finding ~ or oth er matter in this report, or as to any product c overed by the reporl. Co pyright ~ 2007 Page 1 of3 Page 2 of3 not be stored at temperatures below 65'F (18'C) or above 100'F (38'C) before installation. Sealite"' must not be used in areas that have a maximum service temperature greater than 180'F (82'C). The foam plastic must not be used in electrical outlet or junction boxes or in contact with rain, water, or soil. The substrate must be free of moisture, frost or ice, and loose scales, rust, oil, and grease. The insulation must be protected from the weather during and after application. 4.2 Attics and Crawl Spaces: 4.2.1 Application With a Prescriptive Ignition Banrier: When Sealite ™ insulation is installed within attics or crawl spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6, IRC Section R314.2.3, BNBC Section 2603.4.1.4, SBC Section 2603.5.1.6, and UBC Section 2602.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code, and must be installed in a manner so that the foam plastic insulation is not exposed. Sealite ™ insulation as described in this section may be installed in unvented attics in accordance with IRC Section R806.4. 4.2.2 Application without a Prescriptive Ignition Banrier: Where Sealite ™ insulation is installed in accordance 'With Sections 4.2.2.1 and 4.2.2.2, the following conditions apply: • Entry to the attic or crawl space is only to service utilities, and no heat-producing appliances are permitted. • There are no interconnected basement or attic areas. • Air in the attic or crawl space is not circulated to other parts of the building. • Ventilation of the attic or crawl space is provided in accordance with the applicable code, except wihen insulation is permitted in unvented attics in accordance with Section R806.4 of IRC. 4.2.2.1 Application without Intumescent Coating: In attics, Sealite"' insulation may be spray-applied to the underside of roof sheathing or roof rafters; and in crawl spaces, Sealite"' insulation may be spray-applied to the underside of wood floors as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 10 inches (254 mm). The thickness of the foam plastic applied to vertical surfaces must not exceed 6 inches (152 mm). The ignition barrier in accordance with IBC Section 2603.4.1.6, IRC Section R314.2.3, BNBCSection2603.4.1.4, SBCSection2603.5.1.6, and UBC Section 2602.4 may be omitted. Seal~e"' insulation, as described in this section may be installed in unvented attics in accordance with IRC Section R806.4. 4.2.2.2 Application with Intumescent Coating: In attics, Sealite"' insulalion may be spray-applied to the underside of roof sheathing or roof rafters; and in crawl spaces, Seal~e"' insulation may be spray-applied to the underside of wood floors as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 10 inches (254 mm). The thickness of the foam plastic applied to vertical surfaces must not exceed 6 inches (152 mm). The foam plastic must be covered with minimum nominal10 mils (0.25 mm) wet film thickness of Aldocoat• 757 intumescent coating described in Section 3.4. The Aldocoat• 757 intumescent ignition barrier coating must be applied over the Sealite w insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and any other substances that could interfere with adhesion of the coating. The Aldocoat 757 coating is applied with a medium size nap roller, soft brush or conventional airless spray ESR-1154 equipment at a rate of 0.75 gallons per 100 square feet to obtain a recommended minimum thickness of 7.5 mils (0.19 mm) dry film thickness [10 wet mils (0.25 wet mm)]. The coating must be applied wihen ambient and substrate temperatures are within a range of 50°F (10oC) and gooF (32°C) and requires a twenty-four hour curing time. Sealite"' insulation, as described in this section, may be installed in unvented attics in accordance with IRC Section R806.4. 4.2.3 Use on Attic Floors: Sealite"' insulation may be installed exposed at a maximum thickness of 12 inches (305 mm) between joists in attic floors. The Sealite TM insulation must be separated from the interior of the building by an approved thermal barrier. The ignition barrier in accordance with IBC Section 2603.4.1.6, IRC Section R314.2.3, BNBC Section 2603.4.1.4, SBC Section 2603.5.1.6, and UBC Section 2602.4 may be omitted. 5.0 CONDITIONS OF USE The Sealite"' insulation described in this report complies with, or is a suitable alternative to wihat is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, wihen required by the code official, must be submitted at the time of permit application. 5.2 Sealite"' insulation and Aldocoat" 757 intumescent ignition barrier must be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable code. The instructions within this report govern if there are any conflicts between the manufacturer's published installation instructions and this report. 5.3 Sealite"' insulation must be separated from the interior ofthe building by an approved 15-minute thermal barrier, as described in Section 4.1. 5.4 Seal~e"' insulation must not exceed the thickness and density noted in Sections 3.2 and 3.3 of this report. 5.5 Sealite"' insulation must be protected from the weather during and after application. 5.6 Sealite"' insulation must be applied by contractors certified by NCFI Polyurethanes. 5.7 In jurisdictions that have adopted the SBC and the IRC and wihen the Sealite"' insulation is installed in buildings of wood construction, the insulation must not be installed on the exterior offoundation walls or below floor slabs on the ground or in contact with the ground. The insulation must have a clearance above grade and exposed earth of6 inches (152 mm) or greater. 5.8 Sealite"' insulation has been evaluated only for use in Type V-B construction under the IBC [Type 5-B under the BNBC, Type VI under the SBC, Type V-N under the UBC] and dwellings under the IRC. 5.9 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections 102.1.1 and 102.1.11, as applicable. 5.10 A vapor retarder must be installed in accordance with the applicable code. 5.11 Sealite"' insulation is produced in Mount Airy, North Carolina, under a quality control program, with inspections by lntertek Tesling Services NA Ltd. (AA- 657). Page 3 of 3 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with I he ICC-ES Acceplance Crileria for Foam Plastic Insulation {AC12), dated February 2007. 6.2 T esl reports on room corner fire lesling of spray-applied foam plaslic in accordance with UBC 26-3. 6.3 Reports on air leakage rate lesls in accordance wilh ASTM E 283. ESR-1154 7.0 IDENTIFICATION Componenls for Sealile"' insulalion are identified wilh lhe manufacturer's name (NCFI Polyurelhanes), address and telephone number; the product trade name (Sealite TM); use instructions; the densily; the ftame-spread and smoke- developmenl indices; the evalualion report number {ESR- 1154); and lhe name of the inspection agency (lnlertek Tesling Services NA ltd.). TABLE 1-THERMAL RESISTANCE (R-VALUES) THICKNESS (Inch) I R-VALUE ("F.II'.h/Biu) ASTM C 518 TESTED VALUES 1 I 4.1 3.5 I 13 CALCULATED R-VALUES' 2 7.5 3 11 4 14 5 18 6 22 7 25 7.5 27 8 29 9 32 10 36 11 40 11.5 41 12 43 For Sl: 1 Inch = 25.4 mm; 1 "F.ft'.h/Biu = 0.176 110 "K.m'IW. 1Calcu1ated R·values are based on tested k·values at a 3.5-inch thickness. 2. BUILDING ATIRIBUTES: An existing Three (3) Story Building with Automatic Sprinkler System throughout in accordance with Section 903.3.1.1 NFPA13 3. AUTOMATIC SPRINKLER SYSTEM INCREASE: Sec 504.2 -The building qualifies for height increase of20 feet and a maximum number of stories increase by one story. 4. TYPE OF CONSTRUCTION: TYPE VA The required type of construction for the building is determined by applying the height and area limitations in Table 503 for each of the applicable occupancies to the entire building. The most restrictive type of construction applicable for the entire building is Type VA construction which is governed by the area limitations of A-1 & A-2 Assembly Group, Table 60 I and Table 602. The Automatic sprinkler system throughout the building is substituted for 1-hour fire-resistance construction and the fire separation distance for this building is greater than 30ft, therefore the fire resistance rating as specified in the Table 602 for the exterior walls is (0). Prepared by David Hauter AlA January 5, 2009 To: Ken Smith Cc: steve@glenwoodcaverns.com Subject: Glenwood Caverns Ken, Page 3 of3 The proposed Glenwood Caverns Theater (930 sf, 35 fixed seats, A-1 Occupancy) is new use classification within an existing fully sprinkled, non-separated mixed occupancy building. You indicated the type of construction was established under previous permit applications and is now a given. I have questions about the classification because it appears to be more restrictive than is warranted for this building. I will pick-up a copy of the file report you mentioned in our phone conversation this morning and study it. The circulation path to the proposed theater is via the existing exterior accessible route from the tramway (public transportation stop) using the existing exterior pedestrian walkway. Your comments in your letter of 12/5/08 on the ramp gradient, handrails, and provisions to prevent snow and ice accumulation are noted. I am preparing a sketch plan for your review and comment that addresses these items and provides for a new landing along the accessible route. Also, a new accessible unisex toilet is being proposed to be located outside and adjacent the theater entrance. The new toilet, combined with the existing toilet rooms, which are located one story above on the accessible route should provide meet the basic code requirements for toilet rooms. Can we schedule a meeting tomorrow afternoon to discuss this project as described above and the all other code issues with you and the Owners at 2pm in your conference area? Thanks for your assistance, David • 1/8/2009 Page 1 of2 Ken Smith From: David Hauter [dhauter@rof.net] Sent: Monday, January 05, 2009 6:24 PM To: Ken Smith Cc: Andy Schwaller Subject: RE: Glenwood Caverns Upper Terminal Build ing Ken This is where I am co nfused ... the portion of the building where the Theater is propo se d is on ly two story stor ies . We may be ab le to base the building c la ssification on a two sto ry bui lding. Howeve r, if a small portion if a port ion of the structure is three stories, is th e enti re building co ns id ere d a three story building? I upper floor north sid e is two stories above grade at th e tramway pl aza a nd all a long the north s id e plaza is only two stor ies. The east and we st elevation may be considered thre e storie s from grade to roof up until the roo f decks , wh ere if becom es two stor ies? The tram way stop plaza is under roof, does this make it part of the bui ldin g a rea? 1 nee d so me he lp on this? T here see ms to be so me comp lex iti es we nee d t o discu ss in more det ail because it is hard for me to know exactly which way go. I would like to stop by a nd review with yo u how the grade work s around th e ex isting building and th e wedding cake geo metry of th e bu ildin g to see what yo ur take is. 1 think if we can do thi s, it will make for a much mor e productive meetin g later, when everyone is pre se nt. That is, if before hand , we agree on what the co nstruction type is . Mainly, it may requ ire a little ext ra help from you to show me how to sort Otit this out. Thank you , David From: Ken Smith [mailto:ksmith@garfield-county.com] Sent: Monday, January OS, 2009 3:22 PM To: David Hauter Cc: Andy SChwaller; steve@glenwoodcaverns.com; Kelly Bates; Nancy Heard Subject: RE: Glenwood Caverns Upper Terminal Bu ild ing David , I have reviewed your preliminary code analysis for the construction type. It would appear you "took" BOTH the one additional story increase AND the reduction of one hour rated construction to non-rated , as identified in Table 601 for Type V-A construction . Please review footnoted for Table 601 , which generally states if you take the height increase you can not take the reduction in fire resistance, it is basically either/or, not both . Based on a 3 story building of non-rated construction, it appears either Type II A or B (to be based on the submittal of final details of the e xisting building) would be the least restrictive construction type . Respectfully , Ken From: David Hauter [mailto:dhauter@rof.net] Sent: Monday, January OS, 2009 11:11 AM 11812009 To: Ken Smith Cc: Andy Schwaller; steve@glenwoodcaverns.com; Kelly Bates; Nancy Heard Subject: Glenwood Caverns Upper Terminal Building Ken Page2 of2 It is understood and fully appreciated that the immediate concern of the Building Department is the spray foam situation. The specification of the existing foam along with a proposed plan to remedy situation is being investigated and the details will be submitted to you review and approval in the next few days. The holiday season has caused us some delays but Kelly and Steve are meeting with the foam company representative on site today and we all are hoping to have a proposal ready for your consideration in the next few days. There are many other issues to be discussed including accessibility, rest room facilities and other elements of the proposed construction of the 4D Theater. We hope to be able to sit down with you and go over some options and other improvements to the park soon. However, before we sit down, it is important that we agree on the construction classification of the building under the 2003 IBC. Would review and comment on the attached building analysis and classification and let me know if a determination that the building falls under the Type VA classification is the correct one. Thank you, David 118/2009 Ken Smith From: Sent: To: Cc: David Hauter [dhauter@rof.net] Monday, January 05, 2009 11:11 AM Ken Smith Andy Schwaller; steve@glenwoodcaverns.com; Kelly Bates; Nancy Heard Subject: Glenwood Caverns Upper Terminal Building Page I of I Attachments: UPPER TERMINAL GLENWOOD ADVENTURE PARK BUILDING CLASSIFICATION. pdf; UPPER TERMINAL OCCUPANCY PLAN.pdf Ken It is understood and fully appreciated that the immediate concern of the Building Department is the spray foam situation. The specification of the existing foam along with a proposed plan to remedy situation is being investigated and the details will be submitted to you review and approval in the next few days. The holiday season has caused us some delays but Kelly and Steve are meeting with the foam company representative on site today and we all are hoping to have a proposal ready for your consideration in the next few days. There are many other issues to be discussed including accessibility, rest room facilities and other elements of the proposed construction of the 4D Theater. We hope to be able to sit down with you and go over some options and other improvements to the park soon. However, before we sit down, it is important that we agree on the construction classification of the building under the 2003 IBC. Would review and comment on the attached building analysis and classification and let me know if a determination that the building falls under the Type VA classification is the correct one. Thank you, David 1/8/2009 Jan 07 09 02:17p PO Box 900 Firestone, CO 80520 303-702-4491 (phone) 303-702-4493 (fax) To: \(£(\ Fax: ~!fA ~ 34}o Phone: 44G ~ tJ-1-)- p.1 The Aspen Insulation Company · ·· Accounting Office From: b±f~ Pages: 3 Date: 01/01-/ Dq CC: 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle Jan 07 09 02:18p ~------IDlii•TolW.DDI: ... I"" ~1 x 1n m n 10 Apr-02-2008 02:23 PM NCFI WEST 18018255977 . ·--~ ·' ,. . ~ ,,.,~·-· ·'-~~--_, ... , ----~--,~-.-_, ,,,_ ·~ ... , P 0 L Y U R E T H A N E S NCFI Polyurethanes, Dlv of BfC P. 0. Box 1528 • Mount Airy, c 27030 800-346-6229 www.N Fl.com TECHNICAL DATA SHEET Jnsu~ NCFI SPRAY FOAM SYSTEM 11-009 ~ o!llloc· 0}210'8 DESCRIPTION: NCFI I: -OM is a two component, one-to-one by volume, self-adhering, seamless, high insulating efficiency spray applied rigid polyurethane f()am system. NCFlll.009 is suitable fer use on InsuiS'ta:? and InsuffilocTl'4 conunercial lnsulation p::ojects. NCFl 11-009 bas been designed for usc: whero Building Codet specifY 25 Flank Spread and less than450 Srno:.Oe Density per ASTM E-84. Tlris NCl'l system h .. been fonnulated with HFC 245rd. as tho blowing agent and ls developed to achieve anomina12 Iblft' density at sea level (11-009) ll!ld et high altitude (1J!QQ9 HA) a.f:plications. 11~009 series is formulated with an anti~ microbial agent* to inlu"bit the growth ofmdlds tbat may affect this product, I DISTL"'GUISIDNG CHARACTERISTICS: • Excellent Air Barrier • High R-Value • Zero ODP • Excellent Resistance to Moisrure Vapor Transmission • High Yields • High Closed Cell Content • Good Dimensional Stability • Meets ASTM E-84, FS»25, SD,;450 at 2 inch Thicknes-s: For proper use of this NCF[ insulating rn~terial refer to the NCFI Application Information and any ()fthe followw ing codes or guides: • ICC, Jnternationa: Building Code, Section 2603 • ICC, International Residential Code, Section R3l4 • API Fire Safety Guidelines for Use of Rigid Poly- urethane and PolyisocyatUlrate Foam Insulation in Building ConstrUction (AX230) TYPICAL PHYSICAL PROP RTIES: Core Density {A$'ll>1Dt6UJ I 1.8-2.0 pcf Compressive Strength !hSTMDl611) f2 psi Moisture Vapor Transmission. !1. J .8 penn·iD (I'IS'!'!.IE%} • Closed Cell Content cASTM om6) f90% Rvalue@ 1 1111111 ~ (ASTMCS\8) Ma-dmum Service Temperature Flammability (J.stM sa41 6.4 ~ jt80'F ~Spread ~~:eDev ~25 <450 Note: The above values are avcraeb values obtained from laboratocy experiments Md shouid serve only as guLde- lines. Free :ise core det1shy shoulP, nat be confused with overB1l density. Overall densities )are always higher than free rise core densities and taf into account skin formation, thickness flf appli tion, environmental conditions, etc. I "'NCFI Jl-DO? i:5 1'-crm\llatc.d w:ith a~ alti-ndcrobial. Se-e bat':( oflhis ]lilgc f.:~r details. P()lymdtanc p[odUCI$ ma.nufa~nmd or prd~;ced from this liquid s~lcm may preSI:nt a serious 6re hazard ifiruprop~rl~ used <1r alklwed to remain exposed ot unprotected. The charamr 01nd magnitude of any such hazard will !lepend Cln n brand r:an,s:c of file tors, wbfch are controlled nnd iano- cncc:d by the manoflletnring ~d productiDn process, by the mode ofapplicuioa. ar iDSici\IAtion ard by lh~ funetioo and usdgo of the particntn praduGt. Any flammnbillty nling c:aniAincd il'l thts littrnttlf"l!: Js -p.ot lutoodtd to re0eft hu.ards presen~ed by thi$ ()r nny other matcriJJ under actull.l lire undittons. Tbese raHogs nrc wtd soltly to mellSUre and dcse:ribc lite: prodt:ct'5 reiponsc to beat and n:une 1der c:c.ntroUcd kbllratory conditions. &ch per~011, fum or ootpO:':Ition tni:llid in the menut'~~eMe, production, np;~lication. installr..tion or \lse f any polyuretbJ:nc product .shot~ldcarefully determine: whether !here 'i$ a potcnti;~l ID ha7ard 11560¢i~lod with $Uch produ~t in a :s.p~ific \ISiJge, and , Jiu. all apprD,?riRte pn-:ca.u- tionary aLtd safetymeasuces. I p.3 1/4 Page 1 of5 Ken Smith From: David Hauter [dhauter@rof.net) Sent: Monday, December 29, 2008 2:21 PM To: Andy Schwaller Cc: Ken Smith ; Kevin Stephenson Subject: RE: Glenwood Caverns Andy & K e n I un ders ta nd a nd l w ill work to wa rd s getting thi s re so lv e d a s s oon as poss ibl e ! I ha v e no tifi ed Ste ve t ha t this is a se p a rate issue of th e hi g he st priority b ecaus e o f th e "imm ediate c oncern " o f life safety . T hanks , Da vid From: Andy Schwaller [mailto:aschwaller@garfield-county.com] Sent: Monday, December 29, 2008 1:25PM To: dhauter@rof.net Cc: Ken Smith Subject: RE: Glenwood caverns Dav id, Of imme diate concern is the possible life safety issues associated with the foa m. Your time spent on th is issue would be great ly appreciated . This is our priority and has not been addressed by either Steve or yourself. Yours truly , An dy Sc hwaller From: Ken Smith Sent: Monday, December 29, 2008 1:13PM To: Andy Schwaller Subject: FW: Glenwood caverns From: David Hauter [mailto: Sent: Monday, December 29, 2008 12:57 PM To: Ken Smith Subject: RE: Glenwood caverns 1/8/2009 Page 2 of5 Are you s ay in g th at yo u w ill not mee t w ith us to morrow on any of th e ot he r iss ues unti l yo u have a meet ing with Steve? David From: Ken Smith [mailto:ksmith@garfield-county .com] Sent: Monday, December 29, 2008 12:52 PM To: David Hauter Subject: RE: Glenwood Caverns David , Th e life/safety issu es with th e fo a m insula ti o n need to be addressed be fo re a nything el se . We ca n set up a meeting for sometime next week when Steve returns. Ken From: David Hauter [mailto:dhauter@rof.net] Sent: Monday, December 29, 200812:40 PM To: Ken Smith Subject: RE: Glenwood Caverns T he onl y iss ue th at re mai ns re ga rdin g th e foa m is to wor k w ith yo u on a approved miti gat io n plan . I un de rs tan d th ere is a meth od of a ppl yin g anoth er laye r of fo am over the pro bl e m materi al. Steve has loo ked into th is som ewha t, I hav e not. He needs to s it dow n with yo u and work o ut th e miti gation p lan. but Steve is o ut of tow n for a few more days . To morr ow at 2 pm we wi ll fo cus o n th e new th ea ter and acc ess ibili ty iss ues. Pl ease let me know if that is OK with yo u, Dav id From: Ken Smith [mailto:ksmith@garfield-county.com] Sent: Monday, December 29 , 200811:46 AM To: David Haute r Subject: RE : Glenwood Caverns David , T o morrow w ould be fin e, 2 pm would wo rk be st fo r us . Before we ge t in volve d with th e detail s a nd i ss ues associated with th e Theater we need to first address the foam insulation issue. Ken 1/8/2009 From: David Hauter [mailto:dhauter@rof.net] sent: Monday, December 29, 2008 11:31 AM To: Ken Smith Subject: RE: Glenwood Caverns Ken Page 3 of5 Tha nk s. I wa nt to have a meetin g but not until we are ready . I have workin g with th e Steve and hi s staff and l be li eve we are c lose to be in g ab le to have a productive meet in g. I will let you kn ow just as soo n as I can . Are you guys avail ab le late tomorrow afte rnoon ? Thanks , David From: Ken Smith [mailto:ksmith@garfield-county.com] sent: Monday, December 29, 2008 8:47AM To: David Hauter Cc: steve@glenwoodcaverns.com; Andy Schwaller Subject: RE: Glenwood Caverns David , Both Andy and I would be available early th is afternoon if you would li ke to meet then . Check your schedule and Steve's and let me know if this afternoon works for you . Ken From: David Hauter [mailto:dhauter@rof.net] sent: Tuesday, December 23, 2008 4:37PM To: Ken Smith Cc: steve@glenwoodcaverns.com Subject: RE: Glenwood Caverns Ken, Thanks for the quick response and I understand it is the Christmas holiday, so let's try to schedule a meeting with you, Andy and the Owners early next week. Monday afternoon or anytime on Tuesday would be OK. Let me know what time is best for you and Andy. I am curious about the construction type because the as-built floor plans and areas that were included on my plans indicate that under the 2003 IBC Table 503 this building is a Type VA in which the structural elements, exterior wall and interior war may be any materials permitted by the Code. I think it the building should be classified to the least restrictive construction type under the current code, and the 2003 IBC supersedes the 1997 UBC, which was the code applicable when the building was first built. The Owner should not be bound to a classification that places a more restrictive requ irement on the 1/8/2009 Page 4of5 building elements, such as all building elements shall be of noncombustible materials, if, the building meets all the requirements for Type VA type of construction. Therefore, I think we should look at this and confirm and verity as you suggest the existing conditions. Thanks again for your assistance and have a Merry Christmas. David From: Ken Smith [mailto:ksmith@garfield-county.com] Sent: Tuesday, December 23, 2008 2:52PM To: David Hauter Cc: steve@glenwoodcaverns.com; Andy Schwaller Subject: RE: Glenwood caverns David, If you feel the current building and proposed improvements meet ALL the requirements for Type V-A Construction under the 2003 IBC we will entertain re-evaluating the Construction Type of the building, upon receipt of detailed as-built drawings for the building. These may include floor plans, elevations, detailed/confirmed roof, floor and wall assemblies, site plan (denoting existing grades "tied" to the lower floor slab elevation) and other document that may be necessary to evaluate conformance. IBC Section II 04.5 states that if the general circulation path is with-in the building then the accessible path must also be with-in the building. Steve was made aware in April2003, that if and when the lower level was to be finished out, extension of the lift would be required. IF, separate mens and womens restrooms (occupant load greater then 15, IBC Section 2902.2, Exception 3), accessible on an interior path directly from the proposed theater, for the sole use of the theater are provided, we might accept a code conforming exterior accessible route to the theater. Of more immediate concern then the theater, is the presence of the exposed foam insulation and the major fire hazard this presents. Unfortunately, both Andy and I will be out until next week. If you would like to meet the first part of next week, let me know a time and I will see if Andy is available and get back to you to confirm. Ken From: David Hauter [mailto:dhauter@rof.net] Sent: Tuesday, December 23, 2008 1:41PM To: Ken Smith Cc: steve@glenwoodcaverns.com 1/8/2009 Page 5 of5 Subject: Glenwood Caverns Ken, The proposed Glenwood Caverns Theater (930 sf, 35 fixed seats, A-1 Occupancy) is new use classification within an existing fully sprinkled, non-separated mixed occupancy building. You indicated the type of construction was established under previous permit applications and is now a given. I have questions about the classification because it appears to be more restrictive than is warranted for this building. I will pick-up a copy of the file report you mentioned in our phone conversation this morning and study it. The circulation path to the proposed theater is via the existing exterior accessible route from the tramway (public transportation stop) using the existing exterior pedestrian walkway. Your comments in your letter of 12/5/08 on the ramp gradient, handrails, and provisions to prevent snow and ice accumulation are noted. I am preparing a sketch plan for your review and comment that addresses these items and provides for a new landing along the accessible route. Also, a new accessible unisex toilet is being proposed to be located outside and adjacent the theater entrance. The new toilet, combined with the existing toilet rooms, which are located one story above on the accessible route should provide meet the basic code requirements for toilet rooms. Can we schedule a meeting tomorrow afternoon to discuss this project as described above and the all other code issues with you and the Owners at 2pm in your conference area? Thanks for your assistance, David 1/8/2009 Page I of3 Ken Smith From: David Hauter [dhauter@rof.net] Sent: Tuesday, December 23, 2008 4:37PM To: Ken Smith Cc: steve@glenwoodcaverns.com Subject: RE: Glenwood Caverns Ken, Thanks for the quick response and I understand it is the Christmas holiday, so let's try to schedule a meeting with you, Andy and the Owners early next week. Monday afternoon or anytime on Tuesday would be OK. Let me know what time is best for you and Andy. I am curious about the construction type because the as-built floor plans and areas that were included on my plans indicate that under the 2003 IBC Table 503 this building is a Type VA in which the structural elements, exterior wall and interior war may be any materials permitted by the Code. I think it the building should be classified to the least restrictive construction type under the current code, and the 2003 IBC supersedes the 1997 UBC, which was the code applicable when the building was first built. The Owner should not be bound to a classification that places a more restrictive requirement on the building elements, such as all building elements shall be of noncombustible materials, if, the building meets all the requirements for Type VA type of construction. Therefore, I think we should look at this and confirm and verity as you suggest the existing conditions. Thanks again for your assistance and have a Merry Christmas. David From: Ken Smith [mailto:ksmith@garfield-county.com] Sent: Tuesday, December 23, 2008 2:52 PM To: David Hauter Cc: steve@glenwoodcaverns.com; Andy Schwaller Subject: RE: Glenwood caverns David, If you feel the current building and proposed improvements meet ALL the requirements for Type V-A Construction under the 2003 IBC we will entertain re-evaluating the Construction Type of the building, upon receipt of detailed as-built drawings for the building. These may include floor plans, elevations, 118/2009 Page 2 of3 detailed/confirmed roof, floor and wall assemblies, site plan (denoting existing grades "tied" to the lower floor slab elevation) and other document that may be necessary to evaluate conformance. IBC Section 1104.5 states that if the general circulation path is with-in the building then the accessible path must also be with-in the building. Steve was made aware in April 2003, that if and when the lower level was to be finished out, extension of the lift would be required. IF, separate mens and womens restrooms (occupant load greater then 15, IBC Section 2902.2, Exception 3), accessible on an interior path directly from the proposed theater, for the sole use of the theater are provided, we might accept a code conforming exterior accessible route to the theater. Of more immediate concern then the theater, is the presence of the exposed foam insulation and the major fire hazard this presents. Unfortunately, both Andy and I will be out until next week. If you would like to meet the first part of next week, let me know a time and I will see if Andy is available and get back to you to confirm. Ken From: David Hauter [mailto:dhauter@rof.net] Sent: Tuesday, December 23, 2008 1:41 PM To: Ken Smith Cc: steve@glenwoodcaverns.com Subject: Glenwood caverns Ken, The proposed Glenwood Caverns Theater (930 sf, 35 fixed seats, A-1 Occupancy) is new use classification within an existing fully sprinkled, non-separated mixed occupancy building. You indicated the type of construction was established under previous permit applications and is now a given. I have questions about the classification because it appears to be more restrictive than is warranted for this building. I will pick-up a copy of the file report you mentioned in our phone conversation this morning and study it. The circulation path to the proposed theater is via the existing exterior accessible route from the tramway (public transportation stop) using the existing exterior pedestrian walkway. Your comments in your letter of 12/5/08 on the ramp gradient, handrails, and provisions to prevent snow and ice accumulation are noted. I am preparing a sketch plan for your review and comment that addresses these items and provides for a new landing along the accessible route. Also, a new accessible unisex toilet is being proposed to be located outside and adjacent the theater entrance. The new toilet, combined with the existing toilet rooms, which are located one story above on the accessible route should provide meet the basic code requirements for toilet rooms. Can we schedule a meeting tomorrow afternoon to discuss this project as described above and the all other code issues with you and the Owners at 2pm in your conference area? Thanks for your assistance, 1/8/2009 Page 3 of3 David 1/8/2009 Ken Smith From: dhauter@rof.net Sent: To: Friday, December 12, 2008 9:57AM Steve Beckley Cc: Ken Smith Subject: Caverns Theater Project Steve & Ken I am sending this to you both in hopes we can have a discussion and see if we can~t achieve a result that works for everyone. I apologize for not getting back to you yesterday, but I am having some dental work done here and it took most of day. There are three big issues with the proposed theater. There are building code issues and ADA requirements. First, Ken is asking that the ramp be brought into 100% compliance. This would require major reconstruction of the existing conditions to build a ramp with handrails, landings, and a snow & ice removal system per ADA standards. The outcome would have huge impacts on other features, i.e.,trasn-recycling. The other option is to install an elevator which would trigger major interior modifications effecting the entire operation. An elevator sometime in the future is a good idea but not now, the scope and cost of a new passenger elevator is not now needed. The ADA provides for Business Owners and Building Officials to work together to address existing conditions and reach solutions to problems that place undue hardship on Business Owners. I am hoping that there is an option here we can find that meets the intent without applying the strict application of all the standards. This is a public facility with many other attractions besides the proposed new (35) seat theater. The disabled are not being prevented from use of the Tramway or Plaza Level activiites. However, a signifciant number of other attractiions are already limited in use and not for the disabled. This in no way discriminates or prevents the public, icluding the diasabled from participating in and enjoying the overall experience. There are many improvements that can be made to the route down to the new theater including adjusting the gradient, handrails and landings to make this a safe route for wheelchairs, etc. Maybe, it will require a little extra precaution and signage. I am hoping we can find a workable solution and make approriate improvements in the accessibility without undue hardship on the Owner. Also, Ken is asking for accessible restrooms to be accessed from the theater without going outside. I am asking for a variance from this requirement based on the same logic above. There are other options available that do not have the added difficulty of requiring a major interior re-organization, remodel plus a huge financial burden placed on the project. The other big issue is the existing that absolutely needs remediation. situation which include concealment foam on the ceiling. This is a hazardous material There are several ways to approach correcting this and or removal. I will be out of town all next week. Please, lets continue to discuss this via email. I am optimistic we can find solution that works for all concerned, including the remaining that do not rise to the same level of concern. Mucho Gracias, David 1 David > > > > I have not heard anything from you and am getting a little concerned. > Did you talk to Ken with the county? I have put the 4D theater > equipment on hold and delayed the installation. We also have to put > all our marketing on hold since we don't know if we will have a > theater this summer. Let me know at least if you feel that we can > overcome the county issues. > > > > Steve Beckley -Owner > > Glenwood Caverns Adventure Park > > (970)-618-7127 > > > > > > "Making People Smile!" > > > > 2 Ken Smith From: Sent: To: Subject: Ken dhauter@rof.net Tuesday, December 09, 2008 3:46PM Ken Smith RE: Hey! Thank you for contacting me and copying me on the Cavern's Theater Project. I will call you tomorrow at lprn or shortly there after, as this is the earliest I will be able to get to a phone. I am hoping along with a discussion of each code item we can also identfy the solution. The most difficult items need to be discussed first and the options available to meet the code requirement. The existing conditions are a big factor here and we need to arrive at the most practical solution as well as satisfy the intent of the code. Thanks again and I look forward to talking to you tomorrow, David > > Attached please find the letter we sent to Steve concerning the > proposed Theater and other items of concern we noticed. I should be in > most of the day tomorrow (morning is best time) if you would like to > talk further. > > Respectfully, > Kenneth H. Smith > > -----Original Message----- > From: dhauter@rof.net [mailto:dhauter@rof.net] > Sent: Monday, December 08, 2008 7:59 PM > To: Ken Smith > Subject: Hey! > > Ken > > Just got your email address, so I am giving it a try. I am hoping you > have recieved my previous contact with your office and I will hear > from you tomorrow regarding the Caverns. > > Thanks, > David > > 1 December 5, 2008 Glenwood Caverns Inc. Attn: Steve Beckley 51000 Two Rivers Plaza Road Glenwood Springs, CO 81601 Re: Building Permit# 10694 amendment Steve, Garfield County BUILDING & PLANNING DEPARTMENT We have reviewed the drawings for the proposed Theater, prepared by David Hauter Architects, Inc. AlA, dated 12/01/08, which amend the drawings prepared by Kenneth Hunt P.C., dated 09/12/07. In addition, I visited the site/building to verify items not identified on the drawings. As I stated in my first meeting with David Hauter, my biggest concern was the handicap accessibility issues associated with the proposed Theater. I requested David provide accurate and specific gradients of the "ramp" on his construction documents. This information was not denoted on the submitted construction documents, but I was able to verify this information on my site visit. Based on field measurements taken, the proposed "ramp" is sloping for the majority of it's length between 1:9 (11%) to 1:7.7 (13%). ANSI A117.1-1998, as adopted, limits ramps to a maximum slope of 1:12 (8.33%) with increases to 1:8 (12.5%) for very limited runs in EXISTING buildings. Based on the proposed gradient of the "ramp", lack of handrails, serving as a dual purpose driving lane and lack of provisions for snow and ice removal, alone is sufficient reason to not permit the proposed Building Permit amendment. There are other building code issues that also limit the use of this area for the proposed use. During my site visit, I could not help but notice several other items, not associated with the amendment, but that should be addressed: 1. Spray foam insulation has been applied to the bottom of the first floor metal decking without product data submittals, provisions for a thermal barrier or without application for a building permit. Please submit product data and details for a thermal barrier. In its present condition, a major fire hazard could exist. This condition must be rectified immediately. 2. It appears you are in the process of constructing a WOOD deck over the entrance to the proposed Theater. Please submit detailed construction documents and a building permit application before any further work is performed. Please note the building is classified as Type II-A Construction. A wood deck may be permitted if constructed with fire retardant wood and the sprinkler system is extended to cover the underside of the deck. 3. The original non-combustible, exterior exit stairway from the restaurant deck has been replaced with a combustible wood bridge. A building permit application was not submitted for this work. Please submit detailed construction documents and a building permit application for this work. Please note that combustible (i.e. wood) materials are NOT permitted in the construction of any part of the egress system in Type II-A Construction. This could be a safety egress issue. 4. The existing stair, denoted on Kenneth Hunt's drawing's, has been removed during the premature construction of the Theater. Please restore and/or replace the original stair. The two new stairs denoted on Kenneth Hunt's drawings have not been constructed yet. If you should have any questions, feel free to call me. ~~~.~~\\ \~ ~~~\~ Ke~1~~\s~~ "f11~E&~iner 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 ~I • • • Page I of I Andy SchwaU~r From: Andy Schwaller Sent: Thursday, April17, 2003 9:02 Nlo To: 'chuck@tramway.nef Subject: Getting Close Chuck, In review of the plans, several things need to be amended. I believe the ISDS system was substitu1ed with a tap into the city system. Please provide some details and verify if this was done. Also the plans show a -o, U. handicap lift Is the lift installed? If not, due to the upper and lower floors bein a te a · , a letter from the 1· ~ Glenwood Caverns agreein to include the Ji with fut · I In further review of the roof drainage system, your letter of April14, 2003 indicates that there are 4 six inches drains and a scupper. The plans and our inspections reflect only 2 drains and a scupper. Please verify the number of roof drains and have an independent engineer verify its design meets with code requirements. Please call with any questions. Yours truly, Andrew Schwaller Building Official Garfield County 4/17/2003 BUILDING CLASSIFICATION OF THE EXISTING GLENWOOD CAVERNS UPPER TERMINAL BUILDING Applicable Building Code: 2003 IBC I. OCCUPANCY CLASSIFICATIONS: 302.3.1 Non-separated uses-Each portion of the building classified as to use: BUILDING AREAS: LOWER FLOOR & NEW ENTRY MAIN FLOOR UPPER FLOOR TOTAL OCCUPANCY: A-1 NEW LOWER FLOOR 4D THEATER A-2 LOWER FLOOR RESTAURANT A-2 MAIN FLOOR RESTAURANT A-2 UPPER FLOOR BANQUET B UPPER FLOOR OFFICE M MAIN FLOOR RETAIL SHOP S-1 LOWER FLOOR RETAIL STORAGE S-2 LOWERFLOORFOODSTORAGE CIRCULATION & SPACE INCIDENTAL to the MIXED USE TOTAL Prepared by David Hauter AlA January 5, 2009 4,495 5,232 3,128 12,855 1,086 380 2,672 1,720 800 1,535 1,041 430 3,191 12,855 • • September 16, 2002 Andrew Schwaller Garfield County Building Department Glenwood Springs, CO 8160 I Dear Andy; Glenwood Caverns, Inc. and Glenwood Tramway, LLC both agree that the upper building will be designed and constructed as a type II one-hour fire rated construction. This type of construction is allowed by code as a trade offfofone-hour construction due to the use of an approved fire sprinkler system. No combustible materials will be used for construction of the structure of the building or the interior partition walls. If you have any questions, feel free to call me at (970) 945-4228 ext. 13 . ~iOl:\ l'uw ~trt·t~t • (ik•nwond Spring-:-. CO,.; lliOI • Phom• ~~1-;'0) H4.'i-·l-CAV I {Roo) 5:~0-lfl:-):i • F;n; ~~J':'O) !H.'i-~O:it www p;h:nwoodca\Trtls.nllll 13 Page 1 of 1 Ken Smith From: Andy Schwaller Sent: Wednesday, March 25, 2009 10:42 AM To: David Hauter Cc: Ken Smith Subject: RE: Glenwood Caverns David , The secon d option wou ld prov ide additiona l fi xtures on the lower flo o r and woul d have a completely accessible bathroom. This is the preferred option of the two . We cou ld require both bathrooms to be completely accessible , bu t the end resu lt wo uld not be much better th an option 2 . Let 's proceed with your o p tion 2 . Regards , Andy From: David Hauter [mailto:dhauter@rof.net] Sent: Tuesday, March 24, 2009 7:47AM To: Andy Schwaller Cc: Ken Smith Subject: Glenwood caverns Andy&Ken Ple ase rev iew the attached and thank you for the consideration o f this matter. David 3/26/2009 MEMORANDUM March 24, 2009 TO: Andrew Schwaller, Building Official CC: Ken Smith, Plans Examiner FROM: David Hauter, Architect AlA RE: Building Permit #I 0694 Amendments 2009 Additions & Alterations Glenwood Caverns Adventure Park The work under the above referenced building permit includes constructing a new interior accessible route to an addition to the lower floor of an existing building. We do tbis by providing a wheel chair lift, a new toilet room and other work incidental to providing an interior circulation path. The IBC in Section 3409.6 -Alterations affecting an area containing a primary function states, "the costs of providing the accessible route are not required to exceed 20 percent of the costs of the alterations affecting the area of primary function". The permit drawings indicate the existing toilet room in this area is to be altered and made the same size as the new one. This is technically feasible but the additional cost of the work exceeds the 20 percent of the cost of the alteration and it is not required to provide accessibility. There are other options: I. Renovate the existing bathroom (see the attached drawing) within the existing walls. The key thing is that while the clear floor space is tight and maneuvering space overlaps the door swing it maintains the ability for a wheel chair to maneuver and provide side transfer to the water closet and use the lavatory. Both plumbing fixtures are accessible. 2. Provide a unisex toilet and reuse existing as is. This alternative would designate the new restroom as a unisex toilet. A new unisex toilet room meets the basic accessibility requirement of!BC Chapter 34 regarding the alteration, repair, additions and change of occupancy of existing structures. The second existing toilet room would remain as is for employee use. In summary we are requesting you to approve the existing toilet rooms to be renovated as described in item #I above. The cost to install the custom wheelchair lift which requires alteration to the existing structural system and the additional cost of providing one new accessible toilet room meets the accessible route requirement and the 20 percent of the construction cost requirement. The Owner will submit any additional accounting records as required regarding the financial implications as it relate to this request. Please review and let me know you thoughts. I ~ Stadium Savers LTD STADIUM SAVERS TECHNICAL DATA A. Specification -Stadium Savers B. Installation Instructions-Stadium Savers 550 3 Mile N.W. Grand Rapids, Ml 49544 PHONE: (616) 785-5598 FAX: (616) 785-5657 stadium@stadiumsavers.com C. ASTM D 6817-02 Standard Specification for Rigid Cellular Polystyrene D. Soils and Structures Memorandum 6/21/06 E. AFM/R Control Product Testing F. AFM Corporation Specification Data G. AFM/R Control Gripper Plate Data A SECTION 03123-STADIUM SAVERS PERMANENT RISER FORMING PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Straight Riser system for floor mounted seating. 2. Curved Riser system for floor mounted seating. 3. Straight Riser system for riser mounted seating. 4. Curved Riser system for riser mounted seating. 5. Step Forms. 6. Loop Handrails. B. Related Sections include the following: 1. Division 3 Section "Cast-in-place Concrete" for concrete reinforcing and slabs poured on top of permanent form system. 2. Division 5 Section for miscellaneous metal screws and power actuated fasteners. 1.3 SUBMITTALS A. Shop Drawings: Show layout and dimensions of each permanent riser form area. Indicate location, size, and gage of riser and step forms. Provide cross section of each form area indicating height and depth of each tier. Provide plan view of each layer of Geofoam with each part identified and dimensioned. 1. Indicate hole pattern for cast-in-place riser mounted seating bolts. 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect cold-formed metal parts from corrosion, deformation, and other damage during delivery, storage, and handling. B. Store cold-formed metal parts, protect with a waterproof covering, and ventilate to avoid condensation. STADIUM SAVERS PERMANENT RISER FORMS 03123-1 C. Protect plastic insulation as follows: 1. Do not expose to sunlight, except to extent necessary for period of installation and concealment. 2. Protect against ignition at all times. Do not deliver plastic insulating materials to project site before installation time. 3. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction. PART 2-PRODUCTS 2.1 MANUFACTURER'S A Available Manufacturer's: Subject to compliance with requirements, manufacturer's offering cold-formed metal framing that may be incorporated into the work include, but are not limited to, the following: 1. Stadium Savers, LTD. 550 3 Mile Road N.W. Grand Rapids, MI 49544 Phone: (616) 785-5598 www.StadiumSavers.com 2.2 MATERIALS A Steel Sheet: ASTM-A569 Hot-rolled Steel, ASTM-A366 Cold-rolled steel, or ASTM-A621 Hot-rolled Pickeled & Oiled Steel. B. Molded, Rigid Cellular Polystyrene Geofoam Blocks: Comply with manufacturer's requirements, ASTM D6817 for Type EPS15, and the following: 1. Minimum density: 0.90 pounds per cubic foot 2. Flame-Spread and Smoke-Developed Indexes: 25 and 450 or less, respectively, per ASTME84. 3. Minimum Compressive Resistance: at 1% deformation= 3.6 pounds per square inch (518 pounds per square foot). 4. Blocks shall contain no CFC's, HCFC's, HFC's, or formaldehyde 2.3 METAL RISERS FOR FLOOR MOUNTED SEATING A Steel Risers for Straight Rows: Manufacturer's standard Z-shaped formed primed steel riser, punched for connector brackets and foam brackets, and as follows: 1. Minimum Uncoated-Steel Thickness: 16 Ga. STADIUM SAVERS PERMANENT RISER FORMS 03123-2 2. Height: As indicated. 3. Length: Ten Feet (10'-0") B. Steel Risers for Curved Rows: Manufacturer's standard flat formed primed steel riser, punched for connector brackets and foam brackets, and as follows: 1. Minimum Uncoated-Steel Thickness: 16 Ga. 2. Height: As indicated. 3. Length: Ten Feet (10'-0") 2.4 METAL RISERS FOR RISER MOUNTED SEATING A. Steel Risers for Straight Rows: Manufacturer's standard Z-shaped formed primed steel riser, punched for connector brackets and foam brackets, and as follows: 1. Minimum Uncoated-Steel Thickness: 12 Ga. 2. Height: As indicated. llli®Ml*1!!!!$iM$1~llfuli!l!ili!ld!l1$il'li'll,!).,"i.ij\MJ1lllb~tt~ili:t<t~1\'(!i1~~~ 3. Riser Face: [Piain][Punched for Seat Bolts] 4. Length: [10'-0"J[Coordinate with chair width) B. Steel Risers for Curved Rows: Manufacturer's standard flat formed primed steel riser, punched for connector brackets and foam brackets, and as follows: 1. Minimum Uncoated-Steel Thickness: 12 Ga. 2. Height: As indicated. ~ ~ '!H Riser Face: [Plain][Punched for Seat Length: [10'-0"J[Coordinate with chair width] 2.5 MISCELLANEOUS PARTS: A. Manufacturer's standard 16 gage oiled steel parts for connecting risers end-to-end and connecting risers to Geofoam. B. Gripper Plates: Manufacturer's standard galvanized barbed plates for installation between Geofoam layers C. Embedded Anchor Bolts for Stadium Riser Chair Installation: 3/8" diameter proprietary bolt assembly with self positioning plastic sleeve. 1. Furnish washers, nut, and protective thread cover with each bolt assembly. D. Step Forms: Manufacturer's standard 16 Ga. primed steel formed and welded step forms as follows: 1. Height, Width, and Depth: As indicated on drawings. STADIUM SAVERS PERMANENT RISER FORMS 03123-3 E. Loop Handrails: Manufacturer's standard pipe handrail, ASTM A 53, for individual step locations and as follows: 1. Type F, or Type S, Grade A, standard weight (Schedule 40) •• 2. Nominal Diameter Nominal Diameter 2.6 FABRICATION A. Fabricate Geofoam blocks, square, and true to dimension. B. Marking and Identification: Individual Geofoam blocks shall be marked as follows: 1. Room number identification. 2. Layer l.D. letter and part number identification. PART 3-EXECUTION 3.1 3.2 A. A. B. EXAMINATION Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. INSTALLATION, GENERAL Install system in compliance with Architect's plans and shop drawings as prepared by Stadium Savers, Ltd. Geofoam Installation: Install blocks in layers following shop drawings. Hold dimensions on shop drawings and Architect's plans. Note: Stadium Savers blocks are fabricated "small" for convenient installation. 1. Place gripper plates between each layer of Geofoam in quantities as noted on shop drawings. C. Metal Riser Installation: Install metal risers plumb and square. Connect risers end-to-end with connector brackets. Trim end riser in each row to fit field verified row dimension. 1. Do not weld risers or cut risers with torch in the same room as installed or stored Geofoam. Protect Geofoam against ignition at all times. STADIUM SAVERS PERMANENT RISER FORMS 03123 -4 3. Position risers to align seating bolt location with dimensions on shop drawings and seating plans. D. Step Form Installation: Install step forms in locations shown on shop drawings. Screw step forms to metal riser face with self-tapping sheet metal screws. END OF SECTION 03123 STADIUM SAVERS PERMANENT RISER FORMS 03123 -5 INSTALLATION INSTRUCTIONS STADIUM SAVERS LTD. GEOFOAM BLOCKS AND METAL RISERS rev. 3.1 8 Stadium Savers Ltd. is a stadium seating system that utilizes precut blocks that are stacked to create a form for pouring concrete risers and platforms. In existing construction, the sub-surface is the existing floor system. In new construction, the sub-surface is the starter slab or prepared subsoil. Stadium Savers Ltd. Geofoam blocks are pre-cut to match the profile of the sub-surface. Stadium Savers Ltd. provides shop drawings for the fabrication and installation of components. As the Geofoam is unloaded from the truck, each piece should be cross checked with the shop drawings. Foam and risers are installed in locations indicated on the shop drawings. BLOCK INSTALLATION: Stadium Savers Ltd. Geofoam blocks are precut to the configuration of the risers and studio layout. A standard block size is 48" x 96" x the riser height. If the riser height is 14", the 48" x 96" x 14" piece can easily be carried by a single individual. Each piece is marked so that the installer can easily determine the intended location. For instance, the first layer is labeled "A" and the first block is "1"; therefore the A-1 block is the first block to go into the back of the auditorium. Likewise, block B-1 would be the first block (installed in the back of the auditorium) in the second layer, and so on. Each 4 x 8 block is secured to the preceeding layer with three gripper plates, which are 4" x 4" galvanized plates that have teeth pointing up and down. The plate is pressed into the lower block and the succeeding upper block is pressed onto the gripper plate. The gripper plates keep the blocks from shifting. In a typical auditorium, a crew of three or four laborers can easily assemble a complete studio in less than one day. METAL RISERS INSTALLATION: The Stadium Savers Ltd. system accommodates risers of varying heights for straight or radiused stadium configurations. Stadium Savers metal risers are pre-punched to receive support and connecting brackets, also furnished by Stadium Savers Ltd. The 1 0-foot risers are laid out in front of the Geofoam blocks. The end section is cut to fit, with tolerance, between the surround walls. The connecting bracket is "pressed" thru the vertical retaining groove, keeping the face of the metal risers in proper alignment. Next, the support brackets are pressed into the horizontal retaining grooves, located every 24 inches. Once the brackets have all been pressed into the metal riser, the tabs on the support brackets can then be pressed into the Geofoam blocks. The tabs need to be firmly placed as you work along the length of the riser. The Stadium Savers Ltd. system is based upon simple mechanical connections requiring no special tools or welding. Caution: Do not weld or allow open flame near Geofoam. When the metal riser is in place, 16p nails are pressed into the foam through pre-punched holes in the base flange to maintain total alignment. For additional holding strength, the metal riser base flange is also pre-punched to accept 3/8" diameter 40p nails or bars. Page 2 INSTALLATION INSTRUCTIONS-Rev 3.1 CONCRETE: The concrete is poured/pumped, working from the top riser platform down. Care should be exercised so as not to dislodge or move the metal risers. A "saw horse" could be utilized to keep the concrete pump hose off the placed metal risers. The metal riser remains as the finished riser face. Concrete riser/platform is typically a 4 inch concrete with reinforcing mesh. 6 inch concrete may be utilized (or necessary) in certain riser mounted loading conditions. A structural engineer should be retained to evaluate the concrete and surround walls. Concrete finish should be acceptable for the specified floor finish. Concrete and finishing are provided by the concrete contractor. c Ann.;.-., Designation: o 6817-02 ~ INTERNATIONAL Standard Specification for Rigid Cellular Polystyrene Geofoam 1 This standard is issued under the fixed designation D 6817; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (E) indicates an editorial change since the last revision or reapprove\. !. Scope 1.1 This specification covers the types, physical properties and dimensions a frigid cellular polystyrene intended for use as geofoam. 1.2 This specification does not cover the layout, placement and workmanship for proper installation and perfonnance of rigid cellular polystyrene geofoam. 1.3 Rigid cellular polystyrene geofoam covered by this specification may need protection from certain chemicals, environmental exposure, and concentrated loads. Additional design considerations may include thennal conductivity and buoyancy. Guidelines regarding these end use considerations are included in Appendix Xl. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appro- priate safety and health practices and determine the applica- bility of regulatory requirements prior to use. 2. Referenced Documents 2.1 ASTM Standards: C 165 Test Method for Measuring Compressive Properties of Thennal Insulation2 C 203 Test Methods for Breaking Load and Flexural Prop- erties of Block Type Thennal Insulation2 C 303 Test Method for Density of Prefonned Block-Type Thennal Insulation2 C 390 Criteria for Sampling and Acceptance of Prefonned Thermal Insulation Lots2 C 578 Specification for Rigid Cellular Polystyrene lnsula- tion2 D 1621 Test Method for Compressive Properties of Rigid Cellular Plastics2 D 1622 Test Method for Apparent Density of Rigid Cellular Plastics 2 D 2863 Test Method for Measuring the Minhnum Oxygen Concentration to Support Candle-like Combustion of Plas- tics (Oxygen Index)' 1 This specification is under the jurisdiction of ASTM Committee D35 on Geosynthetics and is the direct responsibility of Subcommittee 035.03 on Penne- ability and Filtration. Current edition approved July I 0, 2002. Published October 2002. l Annual Baok of ASTM Standards, Vol 3. Terminology 3.1 Definitions: 3.1.1 Tenns used in this specification are defined in Tenni- nology D 4439. 3.1.2 geofoam-block or planar rigid cellular foam poly- meric material used in geotechnical engineering applications. 3.2 D<ifinitions of Terms Specific to This Standard: 3.2.1 EPS, XX-number designation for expanded polysty- rene geofoam Type(s) having a minimum density of XX kg/m3 (lb/ft'). 3 .2.2 XPS, XX-number designation for extruded polysty- rene geofoam Type(s) having a minimum density of XX kg/m3 (lb/ft'). 3.2.3 RCP8--letter designation for EPS and XPS rigid cellular polystyrene geofoam covered by this specification. 4. Ordering Information 4.1 Acquisition documents shall specify the following: 4.1.1 Title, number and year of this specification. 4.1.2 Type, as per Table 1, or minimum density required. 4.1.3 Total product volume required of each Type, or minimum density. 5. Materials and Manufacture 5.1 RCPS geofoam shall be formed by the expansion of polystyrene resin beads or granules in a molding process (EPS) or by the expansion of polystyrene base resin in an extrusion process (XPS). RCPS geofoam may be manufactured with reprocessed polystyrene foam (regrind). 5.2 RCPS geofoam shall be of unifonn density and have essentially closed cells. RCPS geofoam is an organic material and is considered combustible. It should not be exposed to flames or other ignition sources. 6. Qualification Requirements 6.1 The physical properties listed in Table I constitute the minimum product qualification requirements for commonly manufactured types of RCPS geofoam. 6.2 RCPS Geofoam 1)ipes-lt is the users responsibility to specify the required Type as in Table 1 and to obtain supporting docwnentation regarding physical properties from the material supplier. 6.3 Combustibility Requirements-All RCPS geofoam shall copyright @ASTM lntemaUonal, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United Slates. Copyright by ASTM Int'l (all rights reserved); 1 Reproduction authorized per License Agreement with Todd Ockaskis (Paradigm Design); Thu Aug 19 09:02:36 EDT 2004 • D 6817-02 TABLE 1 Physical Property Requirements of RCPS Geofoam Type EPS/2 EPS15 EPS19 EPS22 EPS29 XPS20 XPS21 XPS26 XPS29 XPS36 XPS48 Density, min., kg/m 3 (1blft 3) 11.2 (0.70) 14.4 (0.90) 18.4 (1.15) 21.6 (1.35) 28.8 (1.80) 19.2 (1.20) 20.8 (1.30) 25.6 (1.60} 28.8 (1.80) 35.2 {2.20) 46.0 (3.00) Compressive Resistance, min., 15 (2.2) 25 (3.6) 40 (5.8) 50 (7.3) 75 (10.9) 20 (2.9) 35 (5.1) 75 (10.9) 105 (15.2) 160 (23.2) 280 (40.6) kPa (psi) at 1 % Compressive Resistance, min., 35 (5.1) 55 (8.0) 90 (13.1) 115 (16.7) 170 (24.7) 85 (12.3) 110 (16.0) 185 (26.8) 235 (34.1) 335 (48.6) 535 (77.6) kPa (psi) at 5 % Compressive Resistance, min., 40 (5.8) 70 {10.2) 110 (16.0) 135 (19.6) 200 (29.0) 104 (15.0) 104 {15.0) 173 {25.0) 276 (40.0) 414 (60.0) 690 (100.0) kPa (psi) at 10 % Flexural Strength, min., kPa (psi) 69 (10.0) 172 (25.0) 207 (30.0) 276 (40.0) 345 (50.0) 276 (40.0) 276 (40.0) 345 (50.0) 414 (60.0) 517 (75.0) 689 (100.0) Oxygen index, min., volume% 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 For XPS at yteld or 10% deformaiton whichever occurs first and tested wtth sktns tn!act. contain sufficient flame retardants to meet a minimum Oxygen Index as required in Table 1. 6.4 Curing-Unless otherwise specified in the contract, RCPS geofoam shall be cured for a minimum of 24 h before delivery and inspection. 7. Availability and Dimensional Tolerance 7.1 Availability--The RCPS geofoam materials covered by this specification are commonly available in the size range shown in Table 2. Specific RCPS geofoam block dimensions vary by manufacturer equipment characteristics. 7.2 Dimensional Tolerance-Unless otherwise specified, the acceptable length, width, thickness, flatness and squareness tolerance criteria on RCPS geofoam shall not exceed ± 0.5 %. 8. Damage and Degradation 8.1 Damage-RCPS geofoam as delivered to the project site shall have no defects that will adversely affect its service and workability qualities. Material units that manifest unac- ceptable surface or volumetric damage shall be replaced. 8.1.1 Surface Damage-Damage to load bearing RCPS geofoam surfaces shall be limited to less than 20 % of the equivalent load bearing area of the unit. 8.1.2 Volume Damage-Volumetric damage ofRCPS gee- foam shall be limited to less than 1 % of the volume of a single unit. 8.1.3 UV (Ultra-Violet) Degradation-Discoloration and dusting ofRCPS geofoam caused by the extensive exposure to sunlight is a defect that will adversely affect its service and is grounds for rejection. Refer to Xl.6. 9. Inspection 9.1 Sampling-Unless otherwise specified in the purchase order or contract, the material shall be sampled for inspection in accordance with Criteria C 390. 9.2 Weight-Determine the weight of selected full size units in accordance with Test Method D 1622, or as specified. 9.3 Dimensions-Verify specified dimensions and toler- ances, as prescribed in Test Method D 1622 and 7.2 of this specification. TABLE 2 Common Manufactured Dimensions of RCPS Geofoam Dimension, mm (in.) Width Length Thickness All EPS Types 3051o 1219 (12 to 48) 12191o 4877 (48 to 192) 25 to 1219 (1 to 48) All XPS Types 406 to 1219 {16 to 48) 1219 to 2743 (48 to 108) 25 to 102 {1 to 4) 9.4 Density-Compute the density of test samples in accor- dance with Test Method D 1622. 10. Acceptance or Rejection I 0.1 Material that fails to conform to this specification shall be rejected promptly in writing. The manufacturer or supplier shall have the right to re-inspect the rejected shipment and resubmit selected units for acceptance under tightened inspec- tion. 11. Certification 11.1 Unless otherwise specified in the purchase order or contract, the manufacturer or supplier shall furnish third party certification that representative material has either been tested or inspected as directed in the specification and the require- ments have been met. When specified in the purchase order or contract, a report of the test results shaH be furnished. 12. Product Marking 12.1 The following shall be marked on each whole unit of product: 12.1.1 Manufacturers Identification, 12.1.2 Date of Manufacture, 12.1.3 Type, (See Table !), and 12.1.4 Weight, or Density. 13. Test Methods 13.1 Dimensions and Density--Test in accordance with Test Method C 303 or Test Method D 1622. 13.2 Compressive Resistance-Test in accordance with Test Method C 165 or Test Method D 1621 using 50 mm (2 in.) cubes. The rate of cross-head movement shall be 5.0 ::!::: 0.5 mm/min (0.2 ± 0.02 in/min) equivalent to 10% strain per minute. 13.3 Flexural Strength-Test in accordance with Test Method C 203. 13.4 Oxygen Index-Test in accordance with Test Method D 2863. 14. Keywords 14.1 block; board; cellular polystyrene; BPS; expanded polystyrene; extruded polystyrene; foam plastic; geofoam; RCPS; reprocessed; rigid cellular polystyrene; XPS Copyright by ASTM Jnt'l (all rights reserved); 2 Reproduction authorized per License Agreement with Todd Ockaskis (Paradigm Design); Thu Aug 19 09:02:36 EDT 2004 <4@,f D 6817-02 APPENDIX (Nonmandatory Information) XI. END-USE CONSIDERATIONS Xl.l Thermal Resistance Xl.l.l RCPS geofoam also functions as a !henna! insula- tion. The thermal insulation properties ofRCPS geofoam are as specified in Specification C 578, and may impact the end use design of applications subject to different exposure conditions. Consult the RCPS geofoam manufacturer for specific recom- mendations. X1.2 Solvent Exposure XJ.2.1 RCPS geofoam must be protected from petroleum based solvents and their vapors. Examples of these solvents are: gasoline, diesel fuel, concrete curing compound, coal tar pitch, and asphaltic mastic compounds. X1.3 Equipment Traffic X1.3.1 Equipment traffic that can impose contact pressures in excess of the allowable design stress for RCPS geofoam should be restricted. Protective materials such as sheathing or planks may be placed on the material to allow light rubber-tired equipment use. X1.4 Buoyancy Xl.4.1 RCPS geofoam becomes buoyant when submerged in water and adequate ballast must be provided to resist expected uplift forces. Xl.S Design XU.! The design and installation ofRCPS geofoam is the responsibility of the user. XJ.5.2 RCPS geofoam can be supplied precut to specified dimensions to fit specific project needs. Desired shapes and sizes can also be field cut with a hot wire, saw. or other cutting tool. X1.6 Ultra-Violet Degradation X1.6.1 Discoloration and dusting of load bearing surfaces of RCPS geofoam caused by extended exposure to sunlight shall be removed by pressure washing. ASTM lntemstional takes no position respecting the validity of any patent rights asserted in connection with any item mentioned In this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, ere entirely their own responsibility. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not reviSed, either reapproved or withdrawn. Your comments are invited eitherfbr revision of this standard orfbr additional standards and should be addressed to ASTM lntemational Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend. If you feel that your comments have not received a felr hearing you should make your views known to the ASTM Committee on Standards, at the address shown be/ow. This standard Is copyrighted by AS 1M lntamational, 100 Barr Harbor Drive, PO Box ClOD, West Conshohocken, PA 19428-2959, United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone}, 610-832-9555 (fax), or service@astm.org (e-mail); or through the ASTM website (www.astm.org). Copyright by ASTM Int'l (all rights reserved); 3 Reproduction authorized per License Agreement with Todd Ockaskis (Paradigm Design); Thu Aug 19 09:02:36 EDT 2004 Soils& Structures Inc. • • • • • • • • Structural Engineering Geotechnical Engineering Construction Material Testing Geotechnical Drilling 6480 Grand Haven Road Muskegon, Ml 49441 (231) 798 4127 I (800) 933 3959 fax (231) 798 1383 Stadium Savers, LTD 550-3 Mile Road, NW Granc! Rapids, MI 49544 Attn: Mr. William Brunner Re: Structural Analysis Rigid Cellular Polystyrene Geofoam Dear Mr. Brunner: June 21, 2006 At your request we have performed a structural analysis of rigid cellular polystyrene geofoam (ASTM D6817-02) as it relates to use as a base for stadium seating construction. Our analysis is based upon a uniform live load of 60 psf as required by ASCE 7-02 and a dead load of 50 psfwhich accounts for a 4 inch concrete floor slab. Based upon ASTM D6817-02 (table 1) the compressive resistance of geofoam at 1% deformation is 3.6 psi. Our calculations indicate that the compressive stresses in the geofoam produced by the above mentioned dead and live loads is approximately 1.0 psi which is significantly less than compressive resistance of the geofoam. Based upon our calculations it is our opinion that the geofoam can safely support the dead and live loads provided by the stadium seating construction. If you have any questions, please contact our office. We are pleased to have been of service to you. ctures, Inc. D Product Testing Summary Using Nationally Recognized Standards EPS Systems and Structural Insulated Panels (SIP) · E (J) 0.. w 0 11... +-' c 0 0 I a: 0.. -(J) 0 11... +-' c 0 0 I a: TEST TYPE TEST TITLE ALSO KNOWN AS: PRODUCT NAME TYPE I, VIII, II and IX EXPANDED POLYSTYRENE (EPS) PERFORM GUARD" WSG 0 WALL SPECIFICATION GRADE EPS FABRI·TECH 0 PERFORM" ROOF INSULATIONS PERFORM 1 PERFORM 2 PERFORM 3 SPEC·LAMTM (OSB) CONTOUR TAPER TILE0 PERFORM PROTECT'M TEST TYPE TEST TITLE ALSO KNOWN AS: PRODUCT NAME A-CONTROL SIP (STRUCTURAL ) INSULATED PANEL UL 723 UL 790 FM 4450 ROOF SURFACE FIRE RESISTANCE COVERINGS OF ROOF CLASS 1, FIRE BURNING COVERING 1·60, 1-90 CHARACTERISTICS MATERIALS WINDSTORM RATED ASTM E84 ASTM E 108 UL 790 UBC STAN. 8-1 UBC STAN.15·2 UL580 'Flame Spread-20 Smoke Developed 1 Ciass A 150-300 Ft~r8oth Combustible & 'FM Approved A-Control Type I, VIII, Non-Combusllble Decks Class 1, 1-60 and 1-90 II and IX EPS Any Thickness Up To s• Thickness 1 'Flame Spread· 20 'Class A Smoke Developed 150-300 For Both Combustible & A-Control Type I, VIII, Nol'l·Combustible Decks II and IX EPS Ally Thickness Up To5' Thickness• 'Flame Spread -20 Smoke Developed 150·300 A·~n~~oJ J1~1>'s VIIJ, Up To 5' Thickness• 'Flame Spread -20 Smoke Developed 150-300 A-Control Type I, VIII, II and IX EPS Up To 5' Thickness• 'Flame Spread -20 Smoke Developed 1 CiassA 150-300 For Bolh Combustible & • FM Approved A-Control Type I, VIII, Non-CombusUble Decks Class 1, J-60 and 1-90 II and IX EPS Any Thickness Up To 5" Thlckness2 'Flame Spread-20 'Class A Smoke Developed 150-300 For Both CombusJible & • FM Approved R·Cootrol 'lipe I, VIII, Non-Combustible Decks Class 1,1-60 and 1-9 II and I EPS Any Thickness Up To 5' Thickness' 1 Flame Spread-20 ~class A Smoke Developed ISQ-300 For Bolh Combustible & A-Conlrol Type I, VJH, Non-Combustible Decks II and IX EPS Any Thickness Up To 5" Thickness' ASTM E 72 ORNL ASTM C236 STRENGTH STEADY STATE STEADY STATE TESTS THERMAL THERMAL PERFORMANCE OF PERFORMANCE OF FOR BUILDING PANELS BUILDING PANELS BUILDING -WHOLE WALL BY GUARDED PANELS ANALYSIS HOT BOX 4 1/2' R·Control SIP wUh 112' Gypsum Board S 112"R·Colllrol SIP and Pl~~1 Siding & 112" Gypsum Board -Axial Load Mechanically Fastened -Transverse load to the Inferior of the ·Racking Shear 2 x 4 and Bat! Insulation Pane! • Combined Axial and with 112" Gypsum Board f\=21.2 Transverse and Plywood Siding ·Creep R~.s Typica12 X 6 ·See A-Control construclion using Load Design Charts 2 x 6 and Batltnsulalion llberglass batls tested with 112' Gypsum Board under same slandard. and Pl~~~7 Siding A,= 17.2 UL 1897 UL 1256 I : ROOF SYSTEM FIRE TEST OF I UPLIFT ROOF DECK I RESISTANCE TEST CONSTRUCTION I ANSVUL 1255 I f--- I ' Uplift resislance of 'Canst. No. ' 75 psi and 105 psi 219,237,374,458 I i Uplift resistance of !Canst. No. 75 psf and 105 psi 219.23~.374.<158 I I ' i ' I I i Uplift resistance of •const. No. 75 psi and 105 psf 219,237,374,456 I I - I ugmt resistance of •cons! No. 7 psf and 1 os psf 411, 412 i I Uplift resislance of 75 psf and 105 psi I UL 723 UL 1715 SURFACE I CORNER BURNING ROOM BURN CHARACTERISTICS ' I ASTM E 84 UBC 26-3 I UBC STAN. B·1 PICC 401-80 A-Control SIP Core • I R-Conlrol Type I EPS Flame Spread -20 I Smoke Developmenl 150-300 Inferior of Panel Pass-Using 112" ! Covered With 1/2" Gypsum Board Flame Spread ·10 Gypsum Wall Bo,ard on the Interior Smoke Development of the A-Control i 0 SIP Interior ol Panel Pass. Using Covered W1th Firelinish Fire finish ' Flame Spread· 5 on the Interior Smoke Development of the R-Conlrol 10-35 SIP I Exterior of Panel Covered With 3/S" Plywood Aame Spread -130-160 I Smoke Development ' 95-190 ASTM E 119 UL 1715 ASTM C 518 ASTM C203 ASTM C 165 ASTM C303 INSECTS FIRE TEST OF STEADY STATE BREAKING FORCE BUILDING CORNEA. THERMAL LOAD COMPRESSIVE FEEDING OF CONSTRUCTION ROOM BURN TRANSMISSION AND PROPERTIES DENSITY TERMITE & AND MATERIALS PROPERTIES FLEXURAL CARPENTER @ 75' F PROPERTIES ANTS UL263 USC STAN. 26-3 ASTM 03345 UBC STAN. 7-1 PICC 401·80 *WPA EL12 'Pass-exposed on the 'Tested Values of 'Tested Values of • Tested Values of 1 Tested Values of Acceptable In numerous Interior of crawl space A-Cotl:l~T~~5 1. VIU, A-Control T~e 1, VIII, A-Control ~pe I, VJU, R·Co~::lkT~~I, VlJI, UL ~~:~~:s\~~~~c~ UL II,IX PS II,IX PS •Similar Behavior to 1/4" Exceed the Minimum Exceed the Minimum Exceed the Minimum Exceed the Minimum Directories. Plywood· exposed on Values Stated in Values Stated In Values Stated In Values Staled in the interior of attics ASTM C578 ASTM C578 ASTM C 578 ASTM C578 •Pass ·exposed on the 'Tested Values of 'Tested Values of • Tested Values of 'Tested Values of Tests at USDA, Ac:ceplabte in numerous interior of crawl space A.Control Type I, VIII, A-Control T~pe I, VIII, A-Cw:l~jkT~~~ I, VIII, A-Co1::~kT~~5 1. VIII, universities, and UL ~~!i~:s~~~~%~ UL II, IX EPS II,IX PS independent 1 Similar Behavior to 114" Exceed the Minimum Exceed the Minimum Exceed the Minimum Exceed the Minimum laboratories show Directories. p\he~~~~~~~~!~?~n Values Stated in Values Stated in Values Slated in Values Slated in resistance to ASTMC578 ASTM C578 ASTMC 578 ASTM C578 Termites and Carpenter Ants UL Fire Resistance 'Tested Values ol 'Tested Values of • Tested Values ol 'Tested Values of Directory Designs R-Conr\:'f~TtW.~I, VIIJ, A-Control Tm;e I, VIII, R.Control Type I, VIJI, A-Control Type I, VIII, u 335 IJ, IX PS II, IX EPS ll,IXEPS Exceed the Minimum E:<ceed the Minimum Exceed the Minimum Exceed the Minimum u 472 Values Stated in Values Stated in Values Slated in Values Stated in u 913 ASTM C578 ASTMCS78 ASTM C 578 ASTMCS78 'Tested Values of 'Tested Values ol • Tested Values of 'Tested Ve~lues of A.Con1t1~~Tl~~l, VHI, R·Con1):'f~Tlf.~l, VIII, A-Control Type!, VIII, A-Co7l~i!I~~SI, VIU, U, IXEPS Exceed the Minimum Exceed the Minimum Exceed the Minimum Exceed the Minimum Values Stated in Values Stated in Values Staled in Values Staled in ASTMC 578 ASTMC578 ASTMC578 ASTMC578 'Tested Values ol 'Tested Values of 1 Tested Values of 'Tested Values of Acceptable In numerous A-Control Type I, VIII, A-Control T~~e I, VHI, R-Cotltrol ~pe I, Vlli, R-Co~\:~kTl~~~-vm, UL ~~!~~~s~~t~!~ UL II, IXEPS JI,!X S II,IX PS Exceed the Minimum Exceed the Minimum Exceed the·Minimum Exceed the Minimum Directories. Values Stated In Values Staled in Values Staled In Values Stated in ASTMC578 ASTM C578 ASTMC 578 ASTM C578 - 1 Tested Values of 'Tested Values of • Tested Values of 'Tested Values of Acceptable In numerous A·Col::~kT~~~I, VUI, A·Cojl~kT~~~I, VIII, R-Coil:lkl'J~~J, VIII, A-Control Type I, VIII, Ul ~~!i~n:s\iit~~c~ UL II,IXEPS Exceed the Minimum Exceed the Minlmum Exceed the Minimum Exceed the Minimum Directories. Values Stated in Values Staled In Values Stated in Values Stated in ASTM C578 ASTM C 578 ASTM C578 ASTM C578 'Tested Values of 'Tested Values of •Tested Values ol • r""' v""'"' I Acceptable in numerous A·Coll:~kT~~~J, VIII, A·Coil:~kT~~~l, VIII, A-Control ~pe I, VHI, A·ControiT~~e I, VIII, UL ~~:~~~s~~~~c~ Ul JI,IX PS li.IX S Exceed the Minimum &ceed the Minimum Exceed the Minimum Exceed the Minimum-i I Directories. Values Stated in Values Stated in Values Stated in Values Slated in ASTM C578 ASTM C578 ASTMC578 ASTM CS78 ' ASTM E 119 ASTM E90 I INSECTS ASTMC297 ASTM E695 UBC Sec. 1604 ASTM C578 - FORCE RESISTANCE OF l FIRE TEST OF SOUND FEEDING OF TENSION TEST WALL, FLOOR I POLYSTYRENE BUILDING TRANSMISSION TERMITE & OF FLAT AND ROOF CONCENTRATED THERMAL CONSTRUCTION CLASS CARPENTER SANDWICH CONSTRUCTIONS FLOOR LOAD ' INSULATION AND MATERIALS ANTS CONSTRUCTION TO IMPACT i LOADING Ul263 ASTM D3345 : USC STAN. 7-1 "*WPA El12 • ' I • 20 Min. Fire Resistant A-Cootrol SIP I wa" a55embly using 5/8" and one layer gyp. board as interior finish. 1/2' Gypsum • 60 Min. Fire Resistant •STC=29 wall assembly using 2 A-Cont1ol SIP I A-Control SIP Core- layers 518" Tyl?e X gyp. and one layer A-Control Type I EPS, board as fire s•de finish. 1/2' GApsum 1 whose tested values Passed 30 PSI hose stream. using esment Meets 2,000 lb. 1 exceed the I · 60 M;o. "" R";"'" Channels and Tests at USDA Panel supported on shorl concentrated I minimum values !n wall assembty using 1 1/2" Fiberglass and universities ends w~hstood repetitive tloor load requirement. I ASTM C 578 for. When tested at Floor panels successlully bo~~~e!s~~ ~rS: 1~r~hPimd •STC=39 show resistance -60" F no change impacls to the cenll\!r supported 6,000 tbs I Breaking Load/ " of 90ft. lbs .. 240 ft. lbs. dimensional lumber splines A·Conl10l SIP I Termites and from +72' F and 600 h. lbs. with placed on 30" x so· area Aexural Proper1ies Passed 30 PSI hose stream. and two Ia ers Carpenter Ants no deleterious effects. at various locations en the : • 60 Min. Fire Resistant 518" TYP! k Gf,psum 1 panel and panel joints. Compressive Aool!Ceiling Assemblies on one s1de. wo i Proper1ies • UL P517 using 2 layers layers 518" Type X Density 5/8" Type X gyp. as Gypsum separated Interior fin1sh using Resilient UL P822 using sprayed Channels and lire proofin9 as 1 1/2" Fibe~lass on ! interior flmsh opposite sl e .• •STC .. 47 Table 1 Physical Properties of Perrorm EPS Gcofoam ASTM C 578 Class ' Property ASTM Test Type XI F Type I Type VIII Type II lypc IX Density kg/m 1 (lbs/ft') Nomina! c 303/0 1622 12 (0.75) 16 (1.00) 20 ('1.25) 24 (1.50) 32 (2.00) Minimum 11 (0.70) 15 (0.90) 18 (1.15) 22 ('1.35) . l9 (1.80) Thermal Resistance 25.4 mm (1.00 in) C 177iC 518 thickness minimum k·m 1/V{ (F·ftl·h!BTU) @ 4.4•C (40°F) 0.58 (3.3) 0.70 (·1.0) 0.74 (4.2) 0.77 (4.4) 0.81 (4.6) @ 23.9°( (75°F) 0.55 (3.1) 0.63 (3.6) 0.68 (3.8) 0.70 (4.0) 0.74 (4.2) Compressive Resistance at yield or 10% deformt~tion c 165/01621 3.5 (5.0) 69 (10) 90 (13) 10-1 (15) 173 (25) Min. kPa (psi) Flexural Strength c 20) 70 (10) 173 (25) 208 (30) 276 (40) 345 (SO) Min. kPo (psi) Water Absorption by total immersion (272 4.0 4.0 3.0 3.0 2.0 f•..t;nc. Vol. % Dimensional StCibility (chJnge in dircction.sj 0 2126 2.0 2.0 2.0 2.0 2.0 Max.% Buoyancy Force -961 (60) 961 (60) I. 961 (60) 961 (60) 961 (60) kg/m 1 (lbs/it 1) ModlJius of Elasticity {Young':'i 1\r1odulus) 0 1621 . 3103 (450) 4655 (675) 5862 (650) 7935 (1150) 10344 (1500) kPil (psi) Stress kPt~ (psi) @ .5% Strain 0 1&21 17 (2.5) 24 (3.5) 29 (4.3) 41 (6) 55 (8) @ 1% Strain 35 (5.0) 46 (7.0) 58 (8.5) 82 (12) 110(16) Poisson's l~atio -.05 .05 .05 .05 .05 Graph 1 Stress vs Strain for Various Afl...{ EPS Densities '0 r----------·-·- 2l - 20 ~ 8 ll / ~-­//----------*------·~----~------~----------~ -·-----· ~ ~ g cr. 10 ·=-----------:----~-----~ l ~---~--~--~~---J---~--~---~ 0 0.01 0.02 O.o3 0.04 0.05 0.06 0.07 0.03 0.09 0.1 0.11 Strain ~ TypeXI ~-Type! ~Type VII! ~Type!! 1. PRODUCT NAME Perform"' E PS lightweight fill and ground stabilization Geofoam Perform"' Guard EPS lightweight frll and ground stabilization Geofoam with insect preventative. 2. MANUFACTURER AFM Corporation PO Box 246 Excelsior, MN 55331 Phone: (612) 474.()809 (in MN) (800) 255.()176 3. PRODUCT DESCRIPTION Basic Use: Perform and Perform Guard EPS Geofoam are used in ground fill applications where a lightweight fill material is required to reduce stresses on underlying soils. Projects involving roadS bridge approach fills, embank: ments, levees, berms, foundations landscaping. etc., can benefit fror~ the use of Perform E PS Ceofoam. E PS Geofoam has been used in like applications worldwide for over 30 years. Using Perform EPS Geofoam maximizes onsite instal- lation efficiency: material arrives ready to place, no weather delays, materral can be prefabricated no staging required, material ca~ be inventoried, production efficiency improved, easy to handle. Traditional earth materials used as fill are heavy and can cause un· desirable settlement or instability of underlying soils. Other fill rna· terials such as foamed concrete waste tires, wood chips, wood fibe( etc., have higher densities are vari: able in their make-up and are not engineered due to field execution variables. They also have limita- tions in handling and can be weather sensitive. Both earth and these fill materials may require staged construction of pre loading and surcharging, draining, etc. Composition and Materials: Per- form EPS Geofoam is a cellular plastic material that is strong, but has very low density (1% of tradi- tional earth materials). It is a man· ufactured block material meeting the engrneercd product specifica- tion standards of ASTM C: 578 and CGSB 51.20. Standard densities range from 11 kg/m' (.7 lb/ft') to 32 kg/m' (2 lb/ft') which have typ- ic<11 compressive strengths of 35 kPa (5 psi) to 17 kPa (25 psi) (at 10% deformation) under short-term loading conditions. Other strength materials are available. Design values can be found on page 3. Perform EPS Geofoam is unaf- fected by normally occuring weatrr er at time of installation and will retain its physical properties under pre-engineered conditions of use. Perform EPS Geofoam is made un- der a Quality Assured manufactur- ing process monitored by a third party laboratory. Size and Shape: Perform E PS Geofoam is produced in block form and is easily positioned at the work site [508 mm (20") to 762 mm (30") thicknesses, 1220 mm (41 widths, and 2440 mm (8') up to 4880 mm (16') lengths are stan- dard]. Other sizes and fabrication can be provided by the manufac- turer. Environmentally Safe: Perform EPS Ceofoam contains no CFC's HCFC's, HFC's, or formaldehyde: It is inert, non-nutritive and highly stable, and therefore will not de- compose, decay, or produce unde- sirable gases or leachates. Perform EPS is recyclable and safe for WTE Systems and landfills. Limitations and Cautions: Perform EPS Ceofoam stands up well to normal short-term weather conditions encountered during in-· stallation. Long-term (6 months or greater) exposure to UV will cause discoloration. Material should be covered as soon as practical. Perform EPS Geofoam is unaf- fected by freeze thaw cycling moisture, or road salts. Protect Perform E PS Ceofoam from expo- sure to hydrocarbons, highly sol- SPEOC This Spec-Oala sheet conlo,ms ~ to editorial s~!e prescribed by ~ The Construction Specifications Institute. Th.e manufacturer Is )::aj responsible lor technical ac- curacy. @) vent extended mastics and coal tar pitch. Perform EPS Ceofoam contains a flame retardant addi- tive; however, it should be consid- ered combustible and should not be exposed to open flame or any source of ignition. Applicable Standards: Perform EPS Geofoam can be manufac- tured to the following standards: ASTM C SiB (superseding FS H H- 1-524 c). CAN CGSB 51.20, UL 723 (ASTM E 84), ULC S102.2. 4. TECHNICAL DATA See Table 1 for typical physical properties of Perform EPS Geofoam: • ASTM C 578 Types XI, I, VIII, II, IX • CCSB s1.2o• Types 1, 2, 3 '(CSA 51.~1) Tv;J~5 1. 2. ollld ) >Jrl' COn1J)o3f.lb\c to ASTM I, !1. an.:! IX r<:oS[H.'ctivd\• on Tabl~ 1. See Graph 1 for short-term load- ing stress strain curves for various densities of Perform EPS Ceofoam. Values in Graph 1 are for AFM E PS tested in accordance with ASTM D 1621. Technical Design Notes: • Reference Density Section on Table 1. Perform EPS Geofoam should be designed with the fol- lowing den5ity modifications when JJ 02200 F bulk water will·be present in the insitu condition: -In conditions where Perform EPS Geofoam is periodically sub- jected to submergence from fluc- tuating ground water, add 30 kg/m 1 (1.87 lb/ft'). -In conditions where Perform E PS Geofoam is continually be- low ground water, add 80 kg/m' (5.00 lb/ft 1). These design recommendations are based on potential water ab- sorption and the effects on density when analyzing cases involving downward loading. For analysis cases involving uplift loading, the nominal dry density given in Table 1 should be utilized. Perform EPS Geofoam physical properties are unaffected by water. • Short-term load stress strain curves are provided in Graph 1. Long,term design loads should not exceed the linearly elastic range of Perform EPS Geofoam. Design load stresses should not exceed 1% strain of combined live and dead loads. • In general earth work applica- flons such as levees, d.1kes, berms, etc., uplift buoyancy forces must be considered. Perform EPS has a buoyancy of 961 kg/m' (60 lbs/ft'). The buoyancy force must be coun- teracted with overburden or re~ strain\ devices, such as geogrids or geomembranes, etc. 5. INSTAllATION Perform EPS Geofoam is commonly used in the following applications. Other engineered ap- plications may also be appropnate. Transportation Earth Works • Embankments • Side-hill fill • Approach fill (bridge abtltments) • General fill (roadways, parking, etc.) • Median and sound barriers Architectural • Landscape • Plaza decks • Bermed structures Structural • Structural fill (foundations, etc.) • Eurth retiJining structures General Earth Works • Flood Control Levees • Dikes/Berms For most applications utilizing solid subgrades the following guide- lines apply. Additional guidelines for specific applications are shown on application sections, page 4. A. Subgrade Preparation 1. Clear and grub site. 2. Excavate existing soil if required. 3. At design engineer's discretion, place ·geotextile over graded sur- face, i.e., soft soils, etc. 4. Dewater site as required. 5. Place a sand pad/leveling course over the preparetl surface, 50 mm (2") thickness minimum. level to ±10 mm over 3 meters (Y," per 10') horizontal. Sand pad surface should be above ground water lev- el at time of Perform EPS Geofoam placement. B. Placement of Perform EPS Ceo foam 1. At time of material delivery, ver- ify Quality Assurance and identi- fication marks on face of the product. Labels on material must comply with manufacturer's data shown on its hard copy Project Certificate Form. Use material of proper type only and as specified. Field sampling and testing of the Perform EPS Geofoam will be as specified by the Engineer. Properties of density, cornpressive strength, and dimensional tolerances shall be verH·1ed ·m accordance with Table 1 of this document. 2. Place material as required by the engineer and as shown on the drawings. 3. Blocks of Perform EPS Geofoam should be placed tightly on the prepared sand pad/leveling course (sand must not be frozen). If multi- ple layers of Perform EPS Geofoam are required, orient successive layers with long axis of blocks at 90° to previous layer. Offset block joints between layers. 4. In order to facilitate construe-· tion during precipitation or when frost or icing is encountered, hori- zontal restraint between layers of Perform EPS Geofoam may be de- sired. Use of AFM Gripper Plates placed between horizontal layers of blocks should occur. Consult manufacttirer for plate specifica- tions. 5. Perform E PS Geofoam should be ballasted in windy conditions both in storage and as placed. Ac- tivities involving high heat or open flame should not occur near the material. Heavy equipment should not operate directly on the mate- rial surface. 6. Commence with the placement of overlying materials as quickly as practical. 7. In pavement design for cold re- gions where differential icing may occur, provide an adequate thick- ness of a well graded (must con- tain a high degree of fines) subbase mix which will retain moisture. Most designs are adequate with subbase thicknesses of 500 mm to BOO mm (20" to 32") placed over the Perform E PS Geofoam. 6. AVAilABiliTY AND COST Availability: Perform E PS Geofoam is available throughout the U.S., Canada and Puerto Rico from AFM Partner Plants. Insect Protection: If insect pro- tected material is required, Perform Guard EPS Geofoam may be spe- cified. Perform Guard EPS has been tested against termites and car- penter ants. Manufacturer has specific species on file. Cost: Prebid budget counseling and job pricing are done through the local AFM representative. Con- tact may also be made to the AFM Office by calling (612) 474· 0809 or (800) 255-0176. 7. WARRANTY AFM can offer a warranty cov- ering the long-term properties of Perform EPS Geofoam and Perform Guard EPS Geofoam. Contact AFM for sample warran- ty forms. AFM provides certified material under its Third Party Certification and Quality Assurance Program. The program meets recognized national and international stan- dards for EPS. 8. MAINTENANCE Under normal condition of use, Perform EPS Geofoam and Perform Guard E PS Geofoam re- quire no maintenance for the life of the fill system. 9. TECHNICAL SERVICES AFM Regional Partner Plants have personalized representation throughout the country. The local AFM manufacturing plant is able to assist in appropriate aspects of the design and construction phases. Contact can also be made to the AFM Corporate Office for techni- cal support: (612) 474.0809 or (800) 255.0176. 10. FILING SYSTEMS • SPEC-DATA"' II • Sweet's General Building Directory G . ' .. R -Control® GeoGripper®. Plate The R-Control GeoGripper Plate is a galvanized steel multi-barbed connector. It is used to restrain R-Control EPS Geofoam material from moving laterally in 'layer over layer" applications. Its single piece/two-sided design allows for excellent connection between layers in a one-step application. • Single Piece, Double Barbed Design • Galvanized Steel For Durability • Easy Fast Installation at Site • Strong Lateral Hold • Cost Effective R -Control GeoGripper Plate The R-Control GeoGripper Plate is made of galvanized steel for strength and durability. It is sized for easy handlingandjobsite installation. The barbs a resized to pierce the rigid foam and hold tight, yet not create a significant danger to the applicator. The sharp barbs pierce quickly and firmly into rigid foams. The unique barb pattern locks the plate into place. The succeeding EPS Geofoam material seats firmlyoverthegripperplate. The EPS Geofoam is now held against horizontal movement and work activities can proceed over top of the in-place layers. Design Each plate exhibits a design lateral holding strength of 60 lbs. (tested with ASTM 06817 Type EPS15 Geofoam, with a safety factor of two}. Each project is unique. Therefore, it is the responsi- bility of the designer;applicatorto calculate the load requirements of the projectfordeterminingthe proper number of R-Control GeoGripper plates needed. However, two plates for each 4' x 8' section of rigid foam material is a minimum recommendation. R -Control Building Systems (800) 255-0176 General Information (800) 255-3908 Technical Information www.r-control.com Installation PlaceR-Control GeoGripper Plates as shown on plans and specifications. Press firmly into the rigid foam until the plate is flush with the surface. (A 1" dowel rod can be used as a cost-effective setting tool.} Position the top layer of rigid foam as specified. Walk on the top layer of rigid foam material, seating itfirmly downward before other work commences. Availability R-Control Building Systems is North America's largest provider of Expanded Polystyrene (EPS} Insu- lation Products and Systems with licensed facilities located throughout North America and the world. Please contact your R-Control Building Systems sup- plier for design consultation, availability and pricing. Copyrigllt e> AFM Corporation 2004. All rights reseNad. 05/04. Printed In USA. R·Contro1, Perform Guard and GeoGripper are regi$tered trademarks of AFM Corporation. -~~REPORT™ ~ ESR-1615 Reissued Apri/1, 2008 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. www.icc-es.o rg Business/Regional Office • 5360 'Mx1IIYm Mil Rood, '\Mltlier, Galifomia 90601 • (562) 699-0543 Regional Office • 900 Montclair Road, Siite A, Birmingham, Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossmoor Rood, Country Cllb Hills, Illinois 60478 • (708) 799-2305 DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 0721Q-Building Insulation REPORT HOLDER: NCFIPOLYURETHANES POST OFFICE BOX 1528 MOUNT AIRY, NORTH CAROLINA 27030 (336) 789-9161 www.ncfi.com Roqer.morrison@ncfi.net EVALUATION SUBJECT: INSULSTAR* SPRAY APPLIED POLYURETHANE INSULATION 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code«> (IBC) • 2006 International Residential Code., (IRC) • 2006 International Energy Conservation Code«> (IECC) • Other Codes (see Section 8) Properties evaluated: • Surface-burning characteristics • Physical properties • Thermal resistance • Attic and crawl space installation 2.0 USES lnsuiStar«> insulation is used as a medium-density thermal insulating material and has been evaluated for use in Type V - B construction (IBC) and dwellings under the IRC. Under the IRC, the insulation may be used as a vapor retarder, or as an air-impermeable insulation when applied in accordance with this report. 3.0 DESCRIPTION 3.1 General: lnsuiStar«> is a spray-applied cellular polyurethane foam plastic insulation that is installed in cavities of roofs, ceilings, floors, crawl spaces and stud wall assemblies. The foam plastic is a two-component, dosed-cell, one-to-one-by-volume spray foam system with a nominal density of 2 pcf (32 kglm3 ). lnsuiStar«> insulation may be used for application to wood, metal, concrete, masonry and gypsum board surfaces. lnsuiStar«> insulation liquid components are supplied in nominally 55- gallon (208 L) drums, labeled as "A" component or "R" component. 3.2 Surface-burning Characteristics: The insulation, at a maximum thickness of4 inches (102 mm) and a nominal density of 2 pet (32 kg/m3), has a flame-spread index of less than 25 and a smoke-developed index of less than 450 when tested in accordance with ASTM E 84. Thicknesses of up to 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities are recognized based on room comer fire testing in accordance with NFPA 286, when covered with minimum 1/2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with, and installed in accordance with, the applicable code. 3.3 Thennal Transmission R-values: The insulation has thermal resistance R-values, at a mean temperature of 75"F (24"C), as shown in Table 1. 3.4 Aldocoat' 757 Intumescent Coating: Aldocoat«> 757 intumescent coating is manufactured by Aldo Products Company and is a water-based latex coating with specific gravity of 1.4. Aldocoat«> 757 is supplied in 5-gallon (19 L) pails and 55-gallon (208l) drums and has a shelf life of six months when stored in a factory-sealed container at temperatures between 40•F (4.5.C) and go•F (32.C). 4.0 INSTALLATION 4.1 General: lnsuiStar«> insulation must be installed in accordance with the manufacturer's published installation instructions and this report. The manufacturer's published installation instructions and this report must be strictly adhered to, and a copy of the instructions must be available at all times on the jobsite during installation. lnsuiStar insulation must be spray-applied on the jobsite using a volumetric positive displacement pump as identified in the NCFI application manual. The lnsuiStar R component must not be stored at temperatures below 65•F (18•C) or above 85•F (29.C). lnsuiStar must not be used in areas that have a maximum in-service temperature greater than 180•F (82.C). The foam plastic must not be used in electrical outlet or junction boxes or in direct continuous contact with water. The lnsuiStar«> insulation, with a maximum nominal thickness of8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities, must be separated from the interior of the building by an approved thermal barrier of0.5-inch (12. 7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with and installed in accordance with the applicable code. Within an attic or crawl space, installation must be in accordance with Section 4 .2. 4.2 Attics and Crawl Spaces: 4.2.1 Application with a Prescriptive Ignition Barrier: When lnsuiStar«> insulation is installed within attics or crawl spaces where entry is made only for service of utilities, an $REPORTS'" are n ot to be construed as representing aes the tics or any other allribuJes nol specifically addressed, nor are they to be cmrslrued as an <14f17) endorsemenr of the subjecl ojlhe report ora recommendalionfor ils use. There is no warranty by I CC Evaluation Service, Inc., express or implied, as to any finding 1 or o ther maller in I his report, o r as to a11y product covered by Jhe reporL Copyright (Q 2008 Page 1 of3 ,.Page 2 of3 ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R314.5 .3 and R314 .5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code, and must be installed in a manner so that the foam plastic insulation is not exposed . lnsuiSta~ insulation as described in this section may be installed in unvented attics in accordance with JRC Section R806.4. 4.2.2 Application without a Prescriptive Ignition Barrier: Where lnsuiSta~ insulation is installed in accordance with Section 4 .2 .2.1, the following conditions apply: • Entry to the attic or crawl space is only to service utilities, and no heat-producing appliances are permitted. • There are no interconnected basement or attic areas. • Air in the attic is not circulated to other parts of the building . • Ventilation of the attic or crawl space is provided in accordance with the applicable code, except when air- impermeable insulation is permitted in unvented attics in accordance with Section R806.4 of IRC. 4 .2 .2 .1 Application with Intumescent Coating: In attics, lnsuiSta~ insulation may be spray-applied to the underside of roof sheathing or roof rafters, and/or vertical surfaces; and in crawl spaces, lnsuiSta~ insulation may be spray-applied to the underside of floors and/or vertical surfaces as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 1 0 inches (254 mm). The thickness of the foam plastic applied to vertical surfaces must not exceed 6 inches (152 mm). The foam plastic must be covered with a minimum nominally 1 0-mil (0.25 mm) wet film thickness oftheAidocoat~757 intumescent coating described in Section 3.4. The Aldocoate 757 intumescent coating must be applied over the lnsuiStar«' insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and any other substances that could interfere with adhesion of the coating. The Aldocoat~ 757 coating is applied with a medium-size nap roller, soft brush or conventional air1ess spray equipment at a rate of 0.75 gallon per 100 square feet to obtain a recommended minimum dry film thickness of 7.5 mils (0.19 mm) [10 wet mils (0.25 wet mm)]. The coating must be applied when ambient and substrate temperatures are within a range of 50•F ( 1 o•c) to 90•F (32 .C), and requires a 24-hour curing time. lnsuiStar" insulation may be installed in unvented attics as described in this section in accordance with IRC Section R806.4 . 4 .2.3 Use on Attic Floors: lnsuiSta~ insulation may be installed exposed at a maximum thickness of 12 inches (305 mm) between joists in attic floors . The lnsuiSta~ insulation must be separated from the interior of the building by an approved thermal barrier. The ignition barrier in accordance with IBC Section 2603.4.1 .6 and IRC Section R314.2 .3 may be omitted. 5 .0 CONDITIONS OF USE The lnsuiStar«' insulation described in this report complies with , or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application . ESR-1615 5.2 lnsuiSta~ insulation and Aldocoat411 757 intumescent coating must be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable code. The instructions within this report govern if there are any conflicts between the manufacturer's published installation instructions and this report. 5.3 lnsuiSta~ insulation must be separated from the interior of the building by an approved 15-minute thermal barrier, as described in Section 4 .1, except when installation is in attics and crawl spaces as described in Section 4 .2 . 5.4 lnsuiSta~ insulation must be protected from the weather during application. 5.5 lnsuiStar insulation must be applied by installers certified by NCFI Polyurethanes. 5.6 Use of lnsuiStar" insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with IBC Section 2603.8 or IRC Section R320.5, as applicable. 5.7 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and I ECC Sections 1 02.1 .1 and 1 02.1.11, as applicable. 5.8 lnsuiSta~ insulation at a 15/16-inch ( 33.3 mm) thickness or greater is a vapor retarder as defined in IRC Section R202 and IECC Section 202. 5.9 lnsuiStar" insulation is produced in Mount Airy, North Carolina, and Clearfield, Utah, under a quality control program with inspections by Construction Materials Technologies (AA-709). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation (AC377), dated October 2007. 6.2 Reports on room comer fire tests in accordance with NFPA286. 6.3 Reports on air leakage tests in accordance with ASTM E 283. 6.4 Reports on water vapor transmission tests in accordance with ASTM E 96. 7.0 IDENTIFICATION Components ofthe lnsuiStar" insulation are identified with the manufacturer's name (NCFI Polyurethanes), address and telephone number; the product trade name (lnsuiStar"); use and application instructions; the density; the flame-spread and smoke-development indices; the evaluation report number (ESR-1615); and the name of the inspection agency (PRI Construction Materials Technologies LLC). Aldocoa~ 757 intumescent coating is identified with the manufacturer's name (Aido Products Company, Inc.) and address; the product trade name (Aidocoat 757); use instructions; and the name of the inspection agency (PRI Construction Materials Technologies LLC). 8.0 OTHER CODES 8.1 Evaluation Scope: The products recognized in this report have also been evaluated in accordance with the following codes: • BOCAe National Building Code/1999 (BNBC) • 1999 Standard Building Code0 (SBC) • 1997 Uniform Building CodeTM(UBC) Page 3 of3 8.2 Uses: See Section 2 .0, e xcept the product has been eval uated for Type 5-B (BNBC), Type VI (SBC) and Type V -N (UBC). 8.3 Description: See Section 3 .0. 8.4 Installation: See Section 4 .0 exceptthewording of Sectio n 4 .2 .1 should be replaced with the wording of Section 8.4.1 and the wording of Section 4.2.3 shou ld be replaced with the wording of Section 8.4 .2 . 8.4 .1 Application with a Prescriptive Ignition Barrier: When lnsuiSta ~ insulation is installed within attics or crawt spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with BNBC Section 2603.4.1.4, SBC Section 2603 .5 .1.6 , or UBC Section ESR-1615 2602 .4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction requ ired by the applicable code, and must be installed in a manner so that the foam plastic insulation is not exposed. 8.4.2 Use on Attic Floors: lnsuiSta ~ insulation may be installed exposed at a maximum thickness of 12 inches (305 mm) between joists in attic floors . Th e ln suiSta~ insulation must be separated from the interior of th e building by an approved thermal barrier. The ig nition barrier in accordance with BNBC Section 2603.4 .1.4, SBC Section 2603.5 .1.6, and UBC Section 2602.4 may be omitted . 8 .5 Conditions of Use: The lnsuiSta~ insulation described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 8.1 of this report, subject to the conditions noted in Sections 5.1 through 5.9 . TABLE 1-THERMAL RESISTANCE (R-VALUES) THICKNESS (inches) I R-VALUES (°F.tr.h/Btu) ASTM C 518 TESTED VALUES 1 I 6 .4 4 I 25 CALCULATED R -VALUES1 2 13 3 19 3.5 22 4.75 30 5 32 6 38 7 45 7.5 48 8 51 9 57 10 64 11 70 11 .5 73 12 76 For 51: 1 tnch = 25 .5 mm; 1 •F.ff.h/Btu = 0 .176110 •K.m2/W. 1Calculated R-values are based on tested K-values at 4-inch thickness. or equivalent or where applied as insulation with residing over existing wall construction. 2603.4.1.11 Interior trim. Foam plastic used as interior trim in accordance with Section 2604 shall be permitted without a thermal barrier. 2603.4.1.12 Interior signs. Foam plastic used for inte- rior signs in covered mall buildings in accordance with Section 402.14 shall be permitted without a thermal bar- rier. 2603.4.1.13 Type V construction. Foam plastic spray applied to a sill plate and header of Type V construction is subject to all of the following: I. The maximum thickness of the foam plastic shall be 3 1/4 inches (82.6 mm). 2. The density of the foam plastic shall be in the range of 1.5 to 2.0 pcf (24 to 32 kglm3). 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke-developed index of 450 orless when tested in accordance with ASTME84. 2603.5 Exterior walls of buildings of any height. Exterior walls of buildings of Type I, II, III or IV construction of any height shall comply with Sections 2603.5.1 through 2603.5.7. Exterior walls of cold storage buildings required to be con- structed of noncombustible materials, where the building is more than one story in height, shall also comply with the provi- sions of Sections 2603.5.1 through 2603.5.7. Exterior walls of buildings of Type V construction shall comply with Sections 2603.2, 2603.3 and 2603.4. PLASTIC spread index of 25 or less and a smoke-developed index of 450 or less as detennined in accordance with ASTM E 84. Exception: Prefabricated or factory-manufactured pan- els having minimum 0.020-inch (0.51 mm) aluminum facings and a total thickness of0.25 inch (6.4 mm) or less are pennitted to be tested as an assembly where the foam plastic core is not exposed in the course of construction. 2603.5.5 Test standard. The wall assembly shall be tested in accordance with and comply with the acceptance criteria I ofNFPA 285. Exception: One-story buildings complying with Section 2603.4.1.4. 2603.5.6 Label required. The edge or face of each piece of foam plastic insulation shall bear the label of an approved agency. The label shall contain the manufacturer's or dis- tributor's identification, model number, serial number or de- finitive infonnation describing the product or materials' performance characteristics and approved agency's identifi- cation. 2603.5.7 Ignition. Exterior wails shall not exhibit sustained flaming where tested in accordance with NFPA 268. Where a material is intended to be installed in more than one thick- ness, tests of the minimum and maximum thickness in- tended for use shall be performed. Exception: Assemblies protected on the outside with one of the following: I. A thermal barrier complying with Section 2603.4. 2. A minimum 1 inch (25 mm) thickness of concrete or masonry. 2603.5.1 Fire-resistance-rated walls. Where the wall is re-3. Glass-fiber-reinforced concrete panels of a mini- quired to have a fire-resistance rating, data based on tests mum thickness of 0.375 inch (9.5 mm). conducted in accordance with ASTM E 119 shall be pro-4. Metal-faced panels having minimum 0.019- vided to substantiate that the fire-resistance rating is main-inch-thick (0.48 mm) aluminum or 0.016-inch- tained. thick (0.41 mm) corrosion-resistant steel outer fac- 2603.5.2 Thermal barrier. Any foam plastic insulation ings. shall he separated from the building interior by a thermal 5. A minimum 0.875 inch (22.2 mm) thickness of barrier meeting the provisions of Section 2603.4, unless stucco complying with Section 2510. special approval is obtained on the basis of Section 2603.8. 2603.6 Roofing. Foam plastic insulation meeting the require- Exception: One-story buildings complying with Section ments of Sections 2603.2,2603.3 and 2603.4 shall be permitted 2603.4.1.4. ' as part of a roof-covering assembly, provided the assembly with the foam plastic insulation is a Class A, B or C roofing as- 2603.5.3 Potential heat. The potential heat of foam plastic sembly where tested in accordance with ASTM E 108 or UL insulation in any portion ofthe wall or panel shall not exceed 790. the potential heat expressed in Btu per square feet (mJ/m 2) of the foam plastic insulation contained in the wall assembly 2603.7 Plenums. Foam plastic insulation shall not be used as tested in accordance with Section 2603.5.5. The potential interior wall or ceiling finish in plenums except as permitted in heat of the foam plastic insulation shall be determined by Section 2604 or when protected by a thermal barrier in accor-1 tests conducted in accordance with NFPA 259 and the re-_t~d;a~n~c;e~w;'~-t~h~S~e~c~ti;:on~2~6~0~3.~4~ . .---;--::-:-;-;:--:-;:.-.-:-::=--:-:'l:- sults shall be expressed in Btu per square feet (mJ/m2). 260 .8 Special approval. Foam plastic shall not be required to Exception: One-storybuildingscomplyingwithSection comply with the requirements of Sections 2603.4 through 2603.7, where specifically approved based on large-scale tests I 2603 .4·'-4 · such as, but not limited to, FM 4880, UL 1040, NFPA 286 or 2603.5.4 Flame spread and smoke-developed indexes. UL 1715. Such testing shall he related to the actual end-use Foam plastic insulation, exterior coatings and facings shall configuration and be performed on the finished manufactured be tested separately in the thickness intended for use, but not foam plastic assembly in the maximum thickness intended for to exceed 4 inches (102 mm), and shall each have a flame use. Foam plastics that are used as interior finish on the basis of 20031NTERNATIONAL BUILDING CODE® 537 PLASTIC special tests shall also conform to the flame spread require- ments of Chapter 8. Assemblies tested shall include seams, joints and other typical details used in the installation of the as- sembly and shall be tested in the manner intended for use. SECTION 2606 LIGHT-TRANSMiTTING PLASTICS 2606.1 General. The provisions of this section and Sections 2607 through 2611 shall govern the quality and methods of ap- 1------------------------~--f,lication of light-transmitting plastics for use as light-transmit- ting materials in buildings and structures. Foam plastics shall SECTION 2604 INTERIOR FINISH AND TRIM 2604.1 General. Plastic materials installed as interior finish or trim shall comply with Chapter 8. Foam plastics shall only be installed as interior finish where approved in accordance with the special provisions of Section 2603.8. Foam plastics that are used as interior finish shall also meet the flame spread index re- quirements for interior finish in accordance with Chapter 8. Foam plastics installed as interior trim shall comply with Sec- tion 2604.2. [F] 2604.2 Interior trim. Foam plastic used as interior trim shall comply with Sections 2604.2.1 through 2604.2.4. [F] 2604.2.1 Density. The minimum density of the interior trim shall be 20 pcf (320 kg/m3). [F]2604.2.2 Thickness. The maximum thickness of the in- terior trim shall be 0.5 inch (12. 7 mm) and the maximum width shall be 8 inches (204 mm). [F] 2604.2.3 Area limitation. The interior trim shall not constitute more than 10 percent of the aggregate wall and ceiling area of any room or space. [F] 2604.2.4 Flame spread. The flame spread index shall not exceed 75 where tested in accordance with ASTM E 84. The smoke-developed index shall not be limited. SECTION 2605 PLASTIC VENEER 2605.1 Interior use. Where used within a building, plastic ve- neer shall comply with the interior finish requirements of Chapter 8. 2605.2 Exterior use. Exterior plastic veneer shall be permitted to be installed on the exterior walls of buildings of any type of construction in accordance with all of the following require- ments: I I. Plastic veneer shall comply with Section 2606.4. 2. Plastic veneer shall not be attached to any exterior wall to a height greater than 50 feet (15 240 mm) above grade. 3. Sections of plastic veneer shall not exceed 300 square feet (27.9 m2) in area and shall be separated by a mini- mum of 4 feet (1219 mm) vertically. 536 Exception: The area and separation requirements and the smoke-density limitation are not applicable to plastic veneer applied to buildings constructed of Type VB construction, provided the walls are not re- quired to have a fire-resistance rating. comply with Section 2603. Light-transmitting plastic materials that meet the other code requirements for walls and roofs shall be permitted to be used in accordance with the other applicable chapters of the code. 2606.2 Approval for use. Sufficient technical data shall be submitted to substantiate the proposed use of any light-trans- mitting material, as approved by the building official and sub- ject to the requirements of this section. 2606.3 Identification. Each unit or package of light-transmit- ting plastic shall be identified with a mark or decal satisfactory to the building official, which includes identification as to the material classification. 2606.4 Specifications. Light-transmitting plastics, including thermoplastic, thermosetting or reinforced thermosetting plas- tic material, shall have a self-ignition temperature of 650"F (343"C) or greater where tested in accordance with ASTM D 1929; a smoke-developed index not greater than 450 where tested in the mannerintended for use in accordance with ASTM E 84, or not greater than 75 where tested in the thickness in- tended for use in accordance with ASTM D 2843 and shall con- form to one of the following combustibility classifications: Class CCI: Plastic materials that have a burning extent of I inch (25 mm) or less where tested at a nominal thickness of 0.060 inch (1.5 mm), or in the thickness intended for use, in accordance with ASTM D 635, Class CC2: Plastic materials that have a burning rate of 2.5 inches per minute (1.06 mm/s) orless where tested at a nom- inal thickness of0.060 inch (1.5 mm), orin the thickness in- tended for use, in accordance with ASTM D 635. 2606.5 Structural requirements. Light-transmitting plastic materials in their assembly shall be of adequate strength and durability to withstand the loads indicated in Chapter 16. Tech- nical data shall be submitted to establish stresses, maximum unsupported spans and such other information for the various thicknesses and forms used as deemed necessary by the build- ing official. 2606.6 Fastening. Fastening shall be adequate to withstand the loads in Chapter 16. Proper allowance shall be made for expan- sion and contraction of light-transmitting plastic materials in accordance with accepted data on the coefficient of expansion of the material and other material in conjunction with which it is employed. 2606.7 Light-diffusing systems. Unless the building is equipped throughout with an automatic sprinkler system in ac- cordance with Section 903.3.1.1, light-diffusing systems shall not be installed in the following occupancies and locations: I. Group A with an occupant load of 1,000 or more. 2. Theaters with a stage and proscenium opening and an oc- cupant load of 700 or more. 3. Group 1-2. 20031NTERNATIONAL BUILDING CODE® TYPES OF CONSTRUCTION 602.4.6 Partitions. Partitions shall be of solid wood con- struction formed by not less than two layers of l-inch (25 mm) matched boards or laminated construction 4 inches ( 102 mm) thick, or of !-hour fire-resistance-rated construc- tion. 602.4.7 Exterior structural members. Where a horizontal separation of20 feet (6096 mm) or more is provided. wood columns and arches conforming to heavy timber sizes shall be permitted to be used externally. 602.5 Type V. TYpe V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials pennitted by this code. SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND ll CONSTRUCTION 603.1 Allowable materials. Combustible materials shall be pennitted in buildings of TYpe I or II construction in the follow- ing applications and in accordance with Sections 603.1.1 through 603.1.3: 82 I. Fire-retardant-treated wood shall be pennitted in: 1.1. Non bearing partitions where the required fire-re- sistance rating is 2 hours or less. 1.2. Nonbearing exterior walls where no fire rating is required. 1.3. Roof construction as pennitted in Table 601, Note c, Item 3. 2. Thermal and acoustical insulation, other than foam plastics, having a flame spread index of not more than 25. Exceptions: I. Insulation placed between two layers of noncombustible materials without an inter- vening airspace shall be allowed to have a flame spread index of not more than 100. 2. Insulation installed between a finished floor and solid decking without intervening air- space shall be allowed to have a flame spread index of not more than 200. 3. Foam plastics in accordance with Chapter 26. 4. Roof coverings that have an A, B or C classification. 5. Interior floor finish and interior finish, trim and mill- work such as doors, door frames, window sashes and frames. 6. Where not installed over 15 feet (4572 mm) above grade, show windows, nailing or furring strips, wooden bulkheads below show windows, their frames, aprons and show cases. 7. Finished flooring applied directly to the floor slab orto wood sleepers that are firestopped in accordance with Section 717.2.7. 8. Partitions dividing portions of stores, offices or similar places occupied by one tenant only and which do notes- tablish a corridor serving an occupant load of 30 or more shall be permitted to be constructed of fire-retar- dant-treated wood, 1-hour fire-resistance-rated con- struction or of wood panels or similar light construction up to 6 feet (1829 mm) in height. 9. Platforms as permitted in Section 410. 10. Combustible exterior wall coverings, balconies, bay or oriel windows, or similar appendages in accor- dance with Chapter 14. II. Blocking such as for handrails, millwork, cabinets, and window and door frames. 12. Light-transmitting plastics as permitted by Chapter26. 13. Mastics and caulking materials applied to provide flex- ible seals between components of exterior wall con- struction. 14. Exterior plastic veneer installed in accordance with Section 2605.2. 15. Nailing or furring strips as permitted by Section 803.3. 16. Heavy timber as permitted by Note c, Item 2, to Table 601 and Sections 602.4.7 and 1406.3. 17. Aggregates, component materials and admixtures as permitted by Section 703.2.2. 18. Sprayed cementitious and mineral fiber fire-resis- tance-rated materials installed to comply with Section 1704.11. 19. Materials used to protect penetrations in fire-resis- tance-rated assemblies in accordance with Section 712. 20. Materials used to protect joints in fire-resistance-rated assemblies in accordance with Section 713. 21. Materials allowed in the concealed spaces of buildings of Type I and II construction in accordance with Section 717.5. - 22. Materials exposed within plenums complying with I Section 602 of the International Mechanical Code. 603.1.1 Ducts. The use of nonmetallic ducts shall be permit- ted when installed in accordance with the limitations of the International Mechanical Code. 603.1.2 Piping. The use of combustible piping materials shall be permitted when installed in accordance with the limitations of the International Mechanical Code and the International Plumbing Code. I I 603.1.3 Electrical. The use of electrical wiring methods I with combustible insulation, tubing, raceways and related components shall be permitted when installed in accordance with the limitations of the ICC Electrical Code. 20031NTERNATIONAL BUILDING CODE® TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS FIRE TOLERABLE FIRE TOLERABLE SEPARATION LEVEL INCIDENT SEPARATION LEVEL INCIDENT DISTANCE RADIANT HEAT ENERGY{kWtm 2} DISTANCE RADIANT HEAT ENERGY(kW/m 2) (feet) (feet) 5 12.5 16 5.9 6 11.8 17 5.5 7 11.0 18 5.2 8 10.3 19 4.9 9 9.6 20 4.6 10 8.9 21 4.4 11 8.3 22 4.1 12 7.7 23 3.9 13 7.2 24 3.7 14 6.7 25 3.5 IS 6.3 For Sl: 1 foot= 304.8 mm, 1 Btu/H2 X°F = .0057 kW/m2 x K. 1406.2.3 Location. Where combustible exterior wall cover- ing is located along the top of exterior walls, such trim shall be completely backed up by the exterior wall and shall not extend over or above the top of exterior walls. 1406.2.4 Fireblocking. Where the combustible exterior wall covering is futTed from the wall and forms a solid sur- face, the distance between the back of the covering and the wall shall not exceed 1.625 inches (41 mm) and the space thereby created shall be fire blocked in accordance with Sec- tion 717 so that there will be no open space exceeding 100 square feet (9.3 m 2). Where wood furring strips are used, they shall be of approved wood of natural decay resistance or preservative-treated wood. Exceptions: 1. Fireblocking of cornices is not required in sin- gle-family dwellings. 2. Fireblocking shall not be required where installed on noncombustible framing and the face of the ex- terior wall finish exposed to the concealed space is covered by one of the following materials: 2.1. Aluminum having a minimum thickness of 0.019 inch (0.5 mm); 2.2. Corrosion-resistant steel having a base metal thickness not less than 0.016 inch (0.4 mm) at any point; or 2.3. Other approved noncombustible materials. 1406.3 Balconies and similar projections. Balconies and similar projections of combustible construction, other than fire-retardant-treated wood, shall afford the fire-resistance rat- ing required by Table 601 for floor construction or shall be of Type IV construction as described in Section 602.4, and the ag- gregate length shall not exceed 50 percent of the building per- imeter on each floor. Exceptions: I. On buildings of Type I and II construction, three sto- ries or less in height, fire-retardant-treated wood shall be permitted for balconies, porches, decks and exte- rior stairways not used as required exits. 20031NTERNATIONAL BUILDING CODE® EXTERIOR WALLS 2. Untreated wood is permitted for pickets and rails, or similar guardrail devices that are limited to 42 inches (1067 mm) in height. 3. Balconies and similar appendages on buildings of Type III, IV and V construction shall be permitted to be of Type V construction, and shall not be required to have a fire-resistance rating where sprinkler protec- tion is extended to these areas. 4. Where sprinkler protection is extended to the balcony I areas, the aggregate length of the balcony on each floor shall not be limited. 1406.4 Bay windows and oriel windows. Bay and oriel win- dows shall conform to the type of construction required for the building to which they are attached. Exception: Fire-retardant-treated wood shall be permitted on buildings three stories or less of Type I, II, III and IV con- struction. SECTION 1407 METAL COMPOSITE MATERIALS (MCM) 1407.1 General. The provisions of this section shall govern the materials, construction and quality of metal composite materi- als (MCM) for use as exterior wall coverings in addition to I other applicable requirements of Chapters 14 and 16. 1407.2 Exterior wall finish. MCM used as exterior wall finish or as elements of balconies and similar appendages and bay and oriel windows to provide cladding or weather resistance shall comply with Sections 1407.4 through 1407.13. 1407.3 Architectural trim and embellishments. MCM used I as architectural trim or embellishments shall comply with Sec- tions 1407.7 through 1407.13. 1407.4 Structural design. MCM systems shall be designed I and constructed to resist wind loads as required by Chapter 16 for components and cladding. 1407.5 Approval. Results of approved tests or an engineering analysis shall be submitted to the building official to verify compliance with the requirements of Chapter 16 for wind loads. 1407.6 Weather resistance. MCM systems shall comply with I Section 1403 and shall be designed and constructed to resist wind and rain in accordance with this section and the manufac- turer's installation instructions. 1407.7 Durability. MCM systems shall be constructed of ap-I proved materials that maintain the performance characteristics required in Section 1407 for the duration of use. 1407.8 Fire-resistance rating. Where MCM systems are used I on exterior walls required to have a fire-resistance rating in ac- cordance with Section 704, evidence shall be submitted to the building official that the required fire-resistance rating is main- tained. 1407.9 Surface-burning characteristics. Unless otherwise I specified, MCM shall have a flame spread index of 75 or less and a smoke-developed index of 450 or less when tested as an assembly in the maximum thickness intended for use in accor- dance with ASTM E84. 251 ! i v 12. •.• S .• upp·o·rt ~ Bracket Riser Connector Bracket STADIUM SAVERS RISER SYSTEM INSTALLATION INSTRUCTIONS 16 Ga. - I I I I I I I I I I Geofoam Block I _-cc)··· : ; i;;ipper /' • • · 1 -<~ , Plate ",, '& ~-~ ,-<j" 20d Nail 12" Support Bracket / / I I I I I I I I . I .-:. --r· ,-/ A of the support oracRet 1s preSSed mto the punched honzontal retam1ng groove Of tne rhetai nser. 1§6 "B", "C", and "D" are then pressed into the top surface of the Geofoam blocks. Tab "E" acts as an anchor for the concrete that will be poured on top of the Geofoam blocks. The gripper plates are shipped with the foam, and provide stabilization between successive layers of Geofoam blocks. Stadium Savers Ltd recommends that three gripper plates be used per block. Locate one gripper plate within 6 inches of the front-middle edge of the Geofoam block. The remaining two gripper plates should be placed at each end of the Geofoam block, within 6 inches of the front and side. ~== Groove 12 Ga. -v A / 24" Support E Bracket C . 6P ·LD .!2SJ 7 \T V J(}r / B / D / '/"" ··----·--------------- Grip. per -"";. -.-.- ,/ _ ..... ~~---Plate '--- Foam Stake ). . GilliS 3Sppoitbi&OilCliS PIC3366 111161116 p&IICII66 11611!611161161&111111§ §166!6 6111161116tdlll351. "B", "C", and "D" are then pressed into the top surface of the Geofoam blocks, allowing space for vertical concrete for riser mounting of the seats and support of the metal riser. Tab "E" acts as an anchor for the concrete that will be poured on top of the Geofoam blocks. When concrete is poured behind the risers, foam stakes are used in lieu of 20d nails and inserted into the Geofoam so that the 1 inch lip is resting on the bottom leg of the riser. Gripper plates installed per instructions for platform mount system. For ease of installation, in addition to our standard riser mount system, Stadium Savers Ltd. can provide pre-punched risers and bolt assemblies for field mounting of seats. Prior to the concrete pour, bolt assemblies are to be inserted into pre-drilled holes in the metal riser. Stadium Seating Design, Stadium Savers EPS Geofoam stadium seating riser system-St... Page 2 of 3 • >ta!li!11!1 steps • pouring concrete Benefits installation instructions Specification Q±A Overview The Stadium Savers Ltd. EPS Geofoam stadium seating riser system is the best way to achieve tiered stadium seating in any facility. Stadium Savers Ltd. EPS Geofoam stadium seating riser system is straight-forward and simple resulting in expedited construction times, reduced loss of revenue due to inactivity and it is flexible enough to work with any Architectural design. All of our components are engineered for quick assembly and we offer a wide variety of accessories for different applications. Our EPS Geofoam stadium seating riser system is flexible enough to fit any configuration in any space. We can easily accommodate floor or riser mounted seats, curved or segmented risers, retrofits over sloped floors, or any other unique challenges you may face. http://www.stadiumsavers.com/information/overview/ 1122/2009 Stadium Seating Design, Stadium Savers EPS Geofoam stadium seating riser system-St... Page 2 of 3 • _St(l_clj_um steps • pouring concrete Benefits instaUntion instructions Specification Q.±_A How it works Stadium Savers Ltd. develops engineered shop drawings based on your project's configurations. Upon completion of the engineering, we utilize factory-cut Geofoam to create a pennanent fonn system within your space. Following placement of the foam, our metal riser system is installed on the front edge of each platform with our tum-key pre-fabricated components. Our risers act as a screed for pouring concrete on the platfonns or stadium seating tiers. How it works QeQJQf!JH Blocks Stadium Steps Pouring Concrete http://www.stadiumsavers.com/infonnation/how-it-works/ 1122/2009 Stadium Seating Design, Stadium Savers EPS Geofoam stadium seating riser system-St... Page 2 of 2 • _s_t_~c;liJ.I.!D. steps • pouring concrete Benefits insta!l~tim:t instructions Specification Q±A Geofoam Blocks Stadium Savers EPS Geofoam blocks are precut to the configuration of the stadium seating risers and stadium seating design layout. A standard block size is 48" x 96" by the riser height. lfthe riser height is 14", the 48" x 96" x 14" piece can easily be carried by a single individual. Each piece is marked so that the installer can easily detennine the intended location. For instance, the first layer is labeled "A" and the first block is "1"; therefore the A-1 block is the first block to go into the back of the auditorium. Likewise, block B-1 would be the first block (installed in the back of the auditorium) in the second layer, and so on. Each 4 x 8 block is secured to the preceeding layer with three gripper plates, which are 4" x 4" galvanized plates that have teeth pointing up and down. The plate is pressed into the lower block and the succeeding upper block is pressed onto the gripper plate. The gripper plates keep the blocks from shifting. In a typical auditorium, a crew of three or four laborers can easily assemble a complete studio in less than one day. How it works Geofoam Blocks Stadium Steps Pouring Concrete http://www.stadiumsavers.com/informationlhow-it-works/geofoam-blocks/ 1122/2009 Stadium Seating Design, Stadium Savers EPS Geofoam stadium seating riser system-St... Page 2 of2 • ;;tJ!d.ium steps • pouring concrete Benefits insta!Jfl:ti9n instructions Specification Q_±_A Riser System Stadium Savers provides prime painted risers that will service risers of varying heights for straight or radiused stadium design configurations. The risers are pre-punched to receive support and connecting brackets, also furnished by Stadium Savers. The 10-foot risers are laid out in front of the Geofoam blocks. The end section is cut to fit, with tolerance, between the surround walls. The connecting bracket is "pressed" thru the vertical retaining groove, keeping the face of the metal riser in proper aligrunent. Next, the support brackets are pressed into the horizontal retaining grooves, located every 24 inches. Once the brackets have all been pressed into the metal risers, the tabs on the support brackets can then be pressed into the Geofoam blocks. The tabs need to be finnly placed as you work along the length of the riser. The Stadium Savers Ltd. EPS Geofoam stadium seating riser system is based upon simple mechanical connections requiring no special tools or welding. Caution: Do not weld or allow open flame near Geofoam. When the metal riser is in place, 16p nails are pressed into the foam through pre-punched holes in the base flange to maintain total aligrunent. For additional holding strength, the riser base flange is also pre-punched to accept 3/8" diameter 40p nails or bars. Stadium Steps Pouring Concrete http://www.stadiumsavers.com/informationlhow-it-works/metal-riser-system/ 1122/2009 Stadium Seating Design, Stadium Savers EPS Geofoam stadium seating riser system-St... Page 2 of 2 • _s_t_a_Q_i_\.-IJP~P2 • pouring concrete Benefits installatiQn instructions SJ2ec_ification l2±.A Stadium Steps Double Side Step Step fonns for side aisle steps with wall-mounted handrails by others Center Step Step fonns for center aisles, including two handrails furnished by Stadium Savers Q"[tfuatn Blocks Pouring Concrete http://www.stadiumsavers.com/information/how-it-works/steps/ 1/22/2009 Stadium Seating Design, Stadium Savers EPS Geofoam stadium seating riser system-St... Page 2 of2 • st~_cti.4 .. 1!12!.~ • pourin2:_~Qn~rete Benefits instal_l_gr_.ign instructions fulecification Q±A Pouring Concrete The concrete is typically poured or pumped, working from the top riser platform down. Care should be exercised so as not to dislodge or move the metal risers, as they are the finished riser face. Concrete riser platfonn is typically a 4 inch concrete with reinforcing mesh. 6 inch concrete may be utilized (or necessary) in certain riser mounted loading conditions. A structural engineer should be retained to evaluate the concrete and surround walls. Concrete finish should be acceptable for the specified floor finish. Concrete and finishing are provided by the concrete contractor. How it works Cieofoain_illQ"-lcs Stadium Steps Pow_ring Concrete http://www.stadiumsavers.com/information!how-it-works/concrete/ 1/22/2009 06 Jan 2009 7:04AM Foam It Insulation 1-970-927-5239 Design Code For Acceptance 3 -Fire Rated Wood Floor and Wall Assemblies p.3 Page I of4 Fire Rated Wood Floor and Wall J.\ss Building Code Requirements For occupancies such as stores, apartments, offices, and other commercial and industrial uses, building codes commonly requins fioor/ceiling and wall assemblies to be fire-resistance rated in accordance with standard fire tests. Depending on the application, wall assemblies may need lo be rated either from one side or both sides. For specific exterior wall applications, the · 2000 International Building Code (IBC), the 1999 National Building Code (NBC), and the 1999 Standard Building Code ( SBC) allow wood- frame, wood-sided walls to be tested Directory, lntertek Testing Services' lor exposure to fire from the inside Directory of Listed Products, and the only. Rating for both interior and Gypsum Association's Fire Resistance exterior exposure is only required Design Manual. The American Forest when the wall has a fins separation & Paper Association (AF&PA) and its distance of less than 5 feet. Code members have tested a number of recognition of one and two-hour wood-wood-frame fire-rated assemblies. frame wall systems is also predicated Descriptions of these successfully on successful fire and hose stream tested assemblies are provided in testing in accordance with ASTM Table 1 lor one-hour rated wall E119, Standard Test Methods for Fire assemblies, Table 2 for two-hour rated Tests of Building Construction wall assemblies, Table· 3 for one-hour Materials. rated floor/ceiling assemblies, and Table 4 for two-hour rated floor/ceiling Fire Tested Assemblies assemblies. AddHional tests .are being F' t d d 1r assemblies can conducted and the Tables w1ll be b~~:!~ i:'~~u-m~~eof sources updated periodically. ·. including the IBC, Underwriters Laboratories (Ul) Fire Resistance http://www.awc.org/Publications/dcaldca3/index.htrnl Conclusions Wood-frame assemblies are used architectural designs because oft adaptability to style preferences, E and economies of construction. a1 energy-saving performance. 116/2009 06 Jan 2009 7:04AM Foam It Insulation 1-970-927-5239 p.2 ~~ ~:;l, ~,lY ~:;.. ~ l.f\ (" ,/1 ~ \ ~t ..:: .., 'i --~ X ~~~ \Jo.l ~ l' .i j~ -13 .... ~u '"3- ~ ::::>~ ' ~ f2~ ~, 7-r-__.... -\ l 0 (e [ l tl5 ..l ~ * l ~ rfj l IS' ~ /\.. ;z ~ ~ ~ .)..( 9'" ~ ~\,. ~ ~ j- ~ {) ~ ] 3 X (~ <~ ~ _... 0· -\:: ;)--"' ~ r6 ' '-C>l. X 51 ~ Q-. )( "'6o X '[) ~ ... X -- 1\ ~ 9~ ~ x k ~ X X ::1 X ~ 06 Jan 2009 7:04AM Foam It Insulation 1-970-927-5239 Design Code For Acceptance 3 • Fire Rated Wood Floor and Wall Assemblies p.4 Page 2 of4 Table 1: One-Hour Fire-Rated Load bearing Wood-Frame Wall Assemblies Assemblies Rated From Both Sides I Studs I Insulation I Sheathing on ith Sides I Fasteners I Del< i2x4 ~ 16' 0£. \3W mineral wool batts 5/B" Type X Gypsum WaJboard J2W#6 TypeS drywalls~~ 12' o.c. II wu 12x6@ 16" 0.0. I nooe) lffl" TYPe x Gypsum wan~oard (H ~~-~· #S T~ S drywall SCUIWS!!!! 7' o.o. II l!JIS' l2>s!! 16" o.o. 15%" mineral wool baits 1&8' T!!!e X Gypsum Wall~oard (Hi j2~"i7H)1)0Sdi)WO!Iscrews@ 12' o.o. I \';lis l2>s@ 16' o.o. I R-19 flbergJminsulatioo J518' !):P& X G)'fl'Um Walboard ~ j2Y."#S TypeS drr-vall S<rews@ 12' ••· I'M& Assemblies Rated From One Side (Fire on Interior Onl!f) I Studs II Insulation I Sheathing Fasteners 12x4 ® 16' o.o. 13W rr;neral..,.l baits 0]1518" Tma x Gypwm wanboard ~) 12x~#6 Tyt~aSdlywallscl'eW$ ~ 12" o.c. 1'\'M· @13/lr' WOOd structural panels ~ j6o C<>mmon na"--l_6" ed~es/12' ~ 2x4 @ 16' 0.0. 4 mil polyethylene Q 118' Type X Gypsum Wallboanl (\1) 6d cement coated box n!W!s@ 7~ o.c. c 3W' mineral WIXII batts B l!'fibelbOaroM 1W roofing nail&@ 3"edgesl6"flekl 1318' hardboard shi~ed panel sldin~ 118d galv. nails@ 4' edies/8' fi"d I 2Jc6@ 16"0.0. 5~" minaral wo~ balls GJIM" Type X Gyp&!Ml"' Wallboard {H) 12Y4' #6 Ty~ S drfNall &::re"M@ 12" o.c. L [!]17/16' wood strucb.Jral panelS M ! d com/T\Oil nans@ 6" edges/12" fietd 2x6 @ 16' D.C. R-19 fibergiass Insulation G]jsm· Type X Gypsum Wallboiird (V) j2'n #6 TypeS drywall screws:@ 12• o.c. L I!] 318' wcod structural panels M j6d oorrrnon nais@ f1' edge$112' field I H-applied hortzcnlalfy wlltlltEIItical ioints CNer studs J-lnlertor sheathing V-apl)lied vertically wlUI vertical joints over sbJds E· Exterior sheathing Table 2: Two-Hour Fire-Rated Loadbearing Wood-Frame Wall Assemblies Assemblies Rated From Both Sides I Studs II Insulation I Sheathing on Both Sides Fasteners I Del< 2x6@ 24" o.c. 5~' mineral wool batt& [!! 51S'Type X Gypsum WaiiOO.~ (H) 2v.· #6 Type S drywallsaews @ 24' o.e. L !!] 518' Type X GYPSum Wallboard (H) 2%" #6 TypeS drywall screws@ 8' o.c. H-appled horizor~tally Wlh vertical joinls over studs B-Base layer sheathiM F-Face layer sheathing http://www.awc.org/Publications/dcaldca3/index.html 1/6/2009 06 Jan 2009 7:04AM Foam It Insulation 1-970-927-5239 Design Code For Acceptance 3 -Fire Rated Wood Floor and Wall Assemblies p.5 Page3 of4 Table 3: One-Hour Fire-Rated Wood Floor/Ceiling_ Assemblies Wood 1-Jolst Assemblies Joists I Insulation Jl Furring Jl Ceiling Sheathing I Fasteners ~ 1-joisls@ 24' o.c. 1-1/2' mineral wool batts Hat.sflaped ~ 5/8' Type C Gypsum WaUboard 1-f/8' TypeS di)Wall screws@ 12' o.c. liN Min. ftar@ thickness: 1-1J2• (2.5 pet-nominal) channels S'ej fastening details) Min. Range area: 5.25 SQ. in. Restiro 0.1 hat-shaped dloY~nels Min. web thlckn&ss: 3/B' Min. I-joist depth: 9-1/4' !-joists@ 24" o.c. 1-112" mineral wo~ batts Resinent ~ 5/i'TYpe C G1psum Wallboa111 1' l)'pe s drywan screws@ s· o.c. W!J Min. ffangethictness: 1-1/? (2.5 pet-nominal) channels (5ee fastening details) Min. ftang~ area: 5.25 sq. in. Res fin~ oo resltient channels lllir1. web thi~ass: 7/16' M'nl-jgis.tdepth: 9-1W I· joist>@ 24' o.c. Z' minem woOl bat!$ ResiNent ~ 518" Type C Gypsum Wallboard 1-1/8' TypeS drywal screws@ 7• o.c. [ Min. flange thickness: 1-5116• (3.5 pd' • nominal) channels (966 fastening del ails) Min. fla'lQ6 area: 2.25 &q. ln. Resting on b4 setting strtp.s Mh. watl tflickness: 3/8" Mfil.l-jolst depttd-114' I-joists@ 24 • o.c;. 1' mi11etEII WQOI batts Hat-shaped ~ 1/2' Type C Gypsum Wallboard 1' Types df)Watl screws@ 12" 4J.c. c Mill. flangelhidtness: 1-1/T (6 pet-nomino) cf\annels (se6 f&Sienlng det9f)s) !.till. 6ange area: 3.45 SQ. il. Resting on 11at·shaped cllcwlnels supported by Min. web thickness: 318" under !-joist bottom fl111ge CSCdips r.tln.l-joist depth: 9-1/4' ~joists@ 24' o.c. (none) D~ 1/2" Type X Gypsum WaNboard 1·518' TypeS di)Wall screws@ 12' o.c. [ Min. ftMge lhk:kl'less: 1-1/2" Min. ~ange area: 225 SQ. ill. Min. web thickness: 318" 112' Type X Gypst..m Wallboard 2' TypeS drywatl SCI'e'Mi@ 12' o.c. Min. I-joist cleptil: 9-1J4" 1·112' Type G dtywall S<;rews~r o.~ (see f&t6tllng dtlfsils !-joists@ 24' o.c. (OJltiooal) Resilient ~ 1/2" Type X Gypsum Wa~board 1-114' Types drywall &D"EW$@ 12" o.c. L Mill. flange thiCkness: 1-5116" cflannels Min. nange area: 1.95sq.in. 0 112" Type X Gypsum Wallboard 1-5/8' Types drywan screM@ 12" o.c. Mh. web tll<kness: 318' 1-1/2' Type G d'ryweU screws@ 8" o.c. Mln. !-jolstdepttl: 9·1/2' (se&/asiMing detells) B-Base layer sltee~lng F· Face layer sheathing Table 4: TWo-Hour Fire-Rated Wood Floor/Ceiling Assemblies Wood I -Joist Assemblies I Joists II Insulation I Furring I Ceiling Sheathing I Fasteners ~ !-joists@ 24' o.c. 3-112' fiberglass insulation (none) ~ 518' Typa C GypstJm Wallboard 1·518' Type Sdi)Wall "'-@ 12' o.c. [ Min. ftengettlicktless: 1·112' Mil. fta[JJe ilrea: 2.25 sq. ln. Supported by stay wires ep~d Hat-shaped @ 5M Type c Gypjum wa•board It" T!i!! Sdrywell screws@ 12' o.c. I Min. W!lb lhbknes.s: 318' 12"o.c. chamels B 518" Type C Gypsum Wallboard 1·5fff lype s dr,wal SQ'eW$@ 8" o.c. Min, I-joist deplh: S-114' (seo r..teninQ det.is) · e~ Base layer sheathing (direct altadled} M-Midd!e layer sheathing f. Face layer stlaarhing http://www.awc.org/Publicationsldcaldca3/index.html 1/6/2009 06 Jan 2009 7:05AM Foam It In.s~lation . :-~70.-927~5239. wnat are me surtace burrung charactensttcs of the vanous JM buildmg msulation facmgs? p.6 Page I of I !iJ1 Johns Manville • Home • Insulations ,.. Technical Information ..,. FAQs .-Commercial ~ \Nhat are the surface burning characteristics of the various JM building insulation facings? Frequently Ask.ed Questions Q: What are the surface burning characteristics of the various JM building Ins• facings? Facing ASTM E84 Flame ASTM E84 Smoke Can Be Left Expo' Unfaced <25 <50 Per local code offic Kraft Not Rated Not Rated NEVER C omfortTherm® <25 <50 Per local code offic Foil 75 150 NEVER PSK <25 <50 Per local code offic FSK <25 <50 Per local code offic Coated Black <25 <50 Per local code offic Black <25 <50 Per local code offic Theatre-SHIELD'" Plus <25 <50 Per local code effie Local building code officials typically have the final say in approving the use of variou! products for exposed applications, but lhey commonly accept products with an ASTM rating of25/50. Unlaced f1ber glass products are rated as noncombustible per ASTM I • Can Johns Manville's Comfe>rtTherm® insulation be left exposed? http://www .jm.com/insulationlfaqs/8 9 .htm 1/6/2009 06 Jan 2009 7:05AM Foam It Insulation 1-970-927-5239 MATERIAL SAFETY DATA SHEET MANUFACTIJRER: ROCKWOOL MANUFACTURING COMPANY ADDRESS: 1400 7th Ct. (zip: 35094-1504) P.O.BOX506 LEEDS, AL 35094-0506 USA PHONE: For information purposes: 8:00AM-5:00PM p.7 U.S. Central Time Zone; Telephone: 205.699.6121 or US & CAN: 800.874.7625 Facsimile (TeleFax): 205.699.3132 FOR EMERGENCY: (After 5:00 PM-U.S. Central Time Zone) Telephone: 205.699.6124 DATE of PREPARATION (Revised): 2007 PREPARED BY: Christopher H. Bullock SECTION I · PRODUCT NAME (s): 1. DELTA® -?A & -?BOARD, Unfaced Mineral Wool-all densities* 2. DELTA® -?A & -? FLEX Mineral Wool BLANKET (No Metal Mesh)-all densities 3. DELTA®-CW?A BOARD, Unfaced & Faced Mineral Wool-all densities 4. DELTA® FACED BOARD, Mineral Wool-all densities* 5. DELTA® LAMELLA, Mineral Wool-all fadngs-all densities* 6. DELTA® -?A & -?MARINE BOARD, unfaced Mineral Wool-all densities* 7. DELTA® METAL-MESH BLANKET, Mineral Wool-all facings-all densities 8. DELTA® SAFING BOARD, Mineral Wool-all thiclrness(s) 9. DELTA® SA-FIRE BOARD, Sound Attenuation Mineral Wool-all thickness(s) 10. DELTA® BASEMENT BOARD, Mineral Wool-all thiclrness(s) 11. DELTA® DECK PLUGS, Trapezoid Shaped Mineral Wool Strips 12. DELTA® -?A CUT BOARD, Mineral Wool Narrow Strips-all densities *See HEAT-UP PRECAUTIONS in SECTION IX SECTION ll -PRODUCT INGREDIENTS 1. Chemical Name: Mineral Wool Fiber CAS Number: None Assigned Common Name(s): Rock Wool, Slag Wool, Mineral Wool Batt or Felt Exposure Limits: OSHA PEL ACGlli TL V OTHER Total Dust 15mg/M3 !Omg!M3 N.A. Respirable Dust 5mg/M3 Smg!M3 1 £Icc (Respirable)** Percent 94% to 99.5% (Workplace Exposure Guideline) •• Under the acceptance of the Health & Safety Partnership Program, Rock Wool Manufacturing Company recommends a maximum workplace exposure of 1 respirable fiber/ cc. 2. Chemical Name: CAS Number: Common Name(s): Exposure Limits: Percent Modified Urea extended Phenolic Cured Resin 25104-55-6 Binder, Thermal Set Resin, Resin OSHA PEL ACGIH TLV OTHER N.A. N.A. N.A. from 0.08% to 3 % continued ... page 1 of S Board, MSDS ... OS Jan 2009 7:06AM Foam It Insulation !-970-927-5239 p.B continued ... page 2 of 5 Board, MSDS ... 3. Chemical Name: Petroleum Hydrocarbon CAS Number None Assigned Common Name(s): Anti-dust Oil, fudustrial Oils, Oil Exposure Limits: OSHA PEL ACGIH TLV N.A. 5mg/M3 (oil mist Percent ........ 0.01% to 0.5 if generated) 4. Chemical Name: Adhesive (Dried); OTHER N.A. Applied to Faced Insulations as an adhesive (Except DELTA ®-CW? A BOARD) CAS Number: None Assigned, an article Common Name(s): Solvent Based Adhesive Exposure Limits: OSHA PEL ACGIH TLV N.A. N.A. Percent ....... Less than 0.1% OTHER N.A. 5. Chemical Name: Continuous filament fibrous glass bonded together with phenolic cured resin; applied with adhesive to various Board Products as a Facing/Substrate. CAS Number: 65997-17-3 Common Name(s) Fiber Glass Mat, Dura-Glass Laminating Mat Exposure Limits: OSHA PEL ACGIH TL V OTHER Total Dust 15mg!M3 or !Omg!M3 N.A. Respirable Dust 5mg!M3 or Smg!M3 1 flee•• Percent ......... Less than 1% •• Under the acceptance of the Health & Safety Partnership Program, Rock Wool Manufacturing Company recommends a maximum workplace exposure of 1 respirable fiber/ cc. SA-Subpart of Fiber Glass Mat. The following shows ingredients included in the composition of the bonded continuous filament fibrous glass. Chemical Name: Modified Urea extended Phenolic Thermal Set Cured Resin CAS Number: 9011-05-6 Common Name(s): Binder, Thermal Setting Resin, Resin Exposure Limits OSHA PEL ACGIH TLV N. A. N.A. Percent .......... Less than 0.2% OTHERS N.A. 6. Chemical Name: Vapor Retarder Facing for fusulation (Laminated kraft paper, continuous fJ.!ament fibrous glass, & aluminum foil) including Self-Sealing Lap CAS Number: None Assigned, "An Article" per CFR 1910.1200 Common Name(s): All Service Jacket (ASJ) Facing, Foil-Scrim-Kraft (FSK) Facing Percent ......... Less than I% 6A. Subpart of Vapor Retarder Facing: The following shows ingredients included in the manufacturer of the facings plus self-sealing lap. Components CAS No. OSHA PEL Filament Fibrous Glass 65997-17-3 N.A. Antimony Tri-Oxide 1309-64-0.5 mg!M3 Decabromodiphenyloxide 1163-19-5 5 mg!M3 ACGlliTLV 10mg/M3 0.5 mg/M3 5mg/M3 06 Jan 2009 7:06AM Foam It Insulation 1-970-927-5239 p.9 continued ... page 3 of 5 Board, MSDS ... SECTION lli-PHYSICAL DATA Boiling Point: N.A. Vapor Density: (air= I) N.A. Re-Melting Point (Mineral Wool): >2000°F. Specific Gravity: Variable Re-Melting Point (Fil. Fibrous Glass):> 1600"F. Pure/Mixture: Mixture Vapor Pressure: N.A. %Volatile by Volume: N.A. Solubility in H20: None Evaporation Rate: N.A. Appearance and Odor: Yellowish in color. No appreciable odor. Some products have a aluminum foil, white kraft paper laminate, glass mat, or metal mesh facing. SECTION IV-FIRE & EXPLOSION HAZARD DATA Flash Point ("F.): Incombustible; Resin will pyrolyze at sustained temperatures above 500"F. Flammability Limits: LEL= N.A. UEL= N.A. Auto-Ignition Temperature ("F): N.A. Extinguishing Media: Water, Foam, Dry Chemical, C02 Unusual Fire and Explosion Hazards*: No unusual fire and explosion hazards. However, paper and foil facings of some products can bum. Special care should be taken when working close to facings with any type of open flame. Special Fire Fighting Instructions: Self-contained/ supplied-air breathing apparatus is recommended. *See HEAT-UP PRECAUTIONS in SECTION IX SECTION V -REACTMTY DATA Stability (conditions to avoid): Materials are stable. Incompatibility (materials to avoid): Aluminum Foil may chemically react to high pH materials such as uncured portland cement with the presents of water. Hazardous Decomposition Products: Facing, adhesive, and binder (resin) bums or decomposes in a fire causing acrid smoke. Decomposition products are carbon monoxide, carbon dioxide, carbon particulates and water. Hazardous Polymerization: Will not occur SECTION VI-HEALTH HAZARD DATA Primary Route(s) of Entry: Inhalation, skin, and eye contact Inhalation: Acute: The release of mineral fibers during normal handling may cause short term irritation to the nose and/or throat. Chronic: The International Agency for Research on Cancer (IARC), has classified mineral wool as a group 3 ("not classifiable as to carcinogenicity to humans"). 06 Jan 2009 7:07AM Foam It Insulation 1-970-927-5239 p. 10 continued ... page 4 of 5 Board, MSDS ... SECTION VI-HEALTH HAZARD DATA (continued ... ) Skin Contact: Acute: May cause transitory mechanical dennatitis. Skin absorption does not occur. Chronic: None known Eye Contact: Acute: Direct contact will cause mechanical irritation. Chronic: None known Iogestion: Acute: Unlikely to occur under nonnal conditions of use. If ingested, it may cause temporary irritation to the gastrointestinal (GI) tract (especially the stomach). Observe individual; if symptom develop, consult a physician. Chronic: None known Aggravated Medical Conditions: Pre-existing upper respiratory and lung diseases may be aggravated by dust. The product is a mechanical irritant for skin, eyes, and upper respiratory system Carcinogenicity: NTPListed No Emergency & First-Aid Procedures: !ARC Classified Yes OSHA Regulated No Iohalation: Remove from exposure. Drink water to clear throat and blow nose to evacuate fibers. Skin Contact: Frequent washing of skin surface with water to remove accumulated fibers will minimize irritation. If irritation persists consult a physician. Treat as a mechanical irritant. Eye Contact: Flush eye with flowing water until irritation stops. lfsymptoms persist, seek medical attention. Iogestion: Product in not intended to be ingested or eaten. If this product is ingested, irritation of the GI (gastrointestinal) tract may occur, and should be treated symptomatically. Rinse mouth with water to remove fibers, and drink plenty of water to help reduce the irritation. No chronic effects are expected following ingestion. SECTION VII -SPILL, LEAK & DISPOSAL PROCEDURES Action to take for spills: Normal clean-up procedures. Avoid creating dust. Waste Disposal Method: Mineral wool fiber products are generally classified as a non- hazardous waste and disposal may be in land fill for noncritical materials. Local regulations should be consulted. EPA Hazardous Waste Number: N.A. These materials are not regulated under the "RCRA" hazardous waste regulations. SECTION VIII -SPECIAL PROTECTION INFORMATION (During Installation or Removal.) Ventilation: Use sufficient natural or mechanical ventilation to maintain airborne dust concentration below Threshold Limit Value (TLV). Respiratory Protection: Should the Permissible Exposure Limits (PEL) of RESPIRABLE fiber or dust in Section IT of this MSDS be exceeded, use a NIOSH approved N-95 respirator. Eye and Face: Safety glasses, goggles or face shields should be worn when materials are being handled, fabricated, or applied especially overhead. 06 Jan 2009 7:07AM Foam It Insulation 1-970-927-5239 p. 11 continued ... page 5 of 5 Board, MSDS ... (continued ... ) SECTION Vill · SPECIAL PROTECTION INFORMATION (During Installation or Removal) General: Wear long-sleeved, loose fitting clothing, gloves and head covering. Wash work clothes separately from other clothing to prevent possible mineral wool fiber migration to other clothes. Rinse washer after use. SECTION IX-SPECIAL PRECAUTIONS AND OTHER COMMENTS Handling and Storage: Keep materials under cover, dry and minimize the generation of dust. Care should be taken to protect faced products from open flames and other sources of ignition. Care should be taken to protect hands when handling metal mesh facings with sharp edges. HEAT-UP PRECAUTIONS: During initial heat-up in excess of500'F.(260'C.), binder decomposition occurs. Smoke and an acrid odor may be produced. Adequate ventilation must be provided against fumes. If personnel and fumes are present, all areas and adjacent areas must be well ventilated. SECTION X-Footnotes and ABBREVIATIONS: ACGIH (U.S.) CAS(U.S.) EPA (U.S.) !ARC (Int'l.) LEL N.A. NIOSH NTP(U.S.) OSHA (U.S.) PEL (U.S.) RCRA (U.S.) TWA TLV VEL American Conference of Governmental Industrial Hygienists Chemical Abstract Service Environmental Protection Agency International Agency for Research on Cancer Lower exposure Limit Not Applicable or Not Assigned National Institute of Occupational Safety and Health National Toxicology Program Occupational Safety and Health Administration Permissible Exposure Limit Resource Conservation and Recovery Act Time Weighted Average Threshold Limit Value Upper Exposure Limit The responsibility to provide a safe workplace remains with the user. As of the date of preparation of this document, the foregoing information is believed to be accurate and is provided in good faith to comply with applicable federal and state law(s). However, THE MANUFACTURER MAKES NO WARRANTY WITH RESPECT THERETO AND DISCLAIMS ALL LIABILITY FROM RELIANCE THEREON. ( r& {'g ...:..___./ ~'Z {0 7fT Notes General Notes Ul Abbrevations !Seel.L. :>- Report Compliance -~-::~ cei\' eerllhe -c ~, ~ ~-~ :~ -e·-e notch and ·~:-'?C'.Jire:n:m~s of --·1. e ~anger v1ires at ·. ·r: t_re method and cr'- · 3:~"oa:d UL 263. also knm'~>~ . 0 ::~r. ~JI=PA 251 ~ = ~~ · • ·-:~ ::oserrbl\ ._ ~;·_cc ·'ell assembly _ - _ '?3~'3 ned IJeam FtRECODE Cast Panels ---.:.p.3 = F:;~-o-. G'-~ -~c. s~~-.. ~·qr::­ .:.J .. -:,' AP-2 = Fs•JS~. GL.:Jo~. s~(J~'11r' - L.A. Research Report Compliance DGr<. brand suspens1on systems manufactured by USG Interiors. Inc. comply witfl one or more of tile follmving L.A Research Report numbers. 22179 23541 '24095 ICBO 2244 and 1939 Research Reports 4. Hoid-down clips are required when f1re.rated board weighs less than 1 0 lb./sq. ft 5. 01c FIXI-Jres column indicates 24" x 48" l1xwre only. unless noted Check for suspension require- ments G. Some designs pertain to DXL only_ Contact UL F1re Resistar1ce D1rec~ory and revis1ons to conhrrn a! I informat1011 lrs!ed in H1ese tables. 7. DXLR and ZXLA are also l1sted by• UL FIRECOOE Panel FC-CB::: S~t.':TRCCK Brand Lay-In CeillllQ Par.e1 o,,,,p"'' FIRECOOE Water·Felted Panels Astro-FR = A3TR·) Ci.if.!~p,,_.~ =R-Xl ::: Ec~oso Cu.u~Pws. MIUirl;l~ c~.I.I~Pct~" FR-83 = As~E'i. F1ss~q::s. Poe8LC~, Cur.!LP:t'5_ R~J-<~ R~:J;,q c~,·-·~P.t'S. R~o~~ c~:.·.r~P~c-::High NRCICAC. RrJ;:, F~cr. G.•'.I~PcL·S. TOJC~STCrr:t FR-4 == R~J~~ Ceram1c C.···f~P :.s M = C_~M-: Roor.• C;_:u,:Ptt.' 8 OXL has beer1 used in many otner 111dustr; fire tests ana f,sted in reports such as the Nalioral Evaluation Reports. for example. NER-148 and NER-399 {\'ICHXIlruss constwctions) ·-Cl1eck UL Designs for deck options :e • ~ a.. ~ • • , ~ c: 3 ~ ;;· , • '\.· I f' @i)JL Classified_~ Edge I Panel Size Imperial Class~ !Item No. 'NRC ,I CAC 1 LR 1 1 Color' 1 Grid I Options !Imperial i ', Min 1 ' i .. il ·--1----~~-~ , SQ l2'x2'x5/B I Jo " I Class A '---~· 0 2'x4'x5/8" 600x600x15 legend ' 'Metric 12210 12215 ! Classified as low-emitling per standards estab1ished by the ' Collaborative lor High-Performance Schools (CHPS), lollowing california Specification 01350 testing methods. i CD e ,55 ]33 l~ 1.84 ' White , A,8 Iss 35 .84 ' 35 33 .84 ! Standard ! Whrte 1 White 1 1 Standard I jA I jA lA Flat Black 1 I A 8 I I 1 White ·Standard Flat Black not available l c lc Contains a broad· spectrum antimicrobial treatment on the face and back of the panel that provides guaranteed resistance against the growth of mold/mildew. fungi, yeast. algae. and Gram-positive and Gram-negative odortstain-causing bacteria l .. ! I I 'il i I IB c iD IE IF •G !H 0:N'ROTEt I OXIDXL 1 Cmmcmt I CtNTRlCilfE hjEUNE2 \I h~uNE' 1/8 \ FINELINE! j ,A OX /DXL l ~ 1 Abuse-I Recycled ·' Panel ~ ' Resislant I Content' i C~ ~~ I L~ 0 !28-44%'$ I I 1 48-50°/~ ,! $ ! I UK\ I DXT i DXLT I OXF OXFF I OXLF ' -----_ ___, __ ---,------~ \ --'.--~--t---~·--------t----t--------------·--~ . cb iob :~ ido :do ;do idoicb i ~~~----~_]___~ __L ___ t _ __j_ ~::-c::'· lata/ Product literature Weight Kigh-Durablllty panels 5. LR values are shown as averages 11. Panel face and back surlaces Data s~ee!: SC2127 61-1.1511l/SQ_ ft ASTM Dl 037-falling-ball 6. SeeColms selector for more treated l'litn a patented, ru-oad·Silectrum ASTM Et264 classification Thermal resistance impact test information antimicrobial standard formuta11on Type Ill, Form 2, Patlem C. D. E R·1.4 (518" Cia:>.~ A panels ami \lie) Footnotes 7. For details. see Sustainabil1ty that inhibots ami retards the growth of R-1 .6 (Fil>E[.QI)£ panels\ 1.Appt1es when USG acoustical selector. mold/mildel'l, lung1, yeast, aM odor/sla1n- ASTM f84 sulfate burning ce1lings recycling Drogram IS utilized. B.lnctudes ptaslic coat1ng, causing Gram-positive and Gram ·negatNe cllaraclerlsti~s Maximum backloading 2. Dependent on lvcation: see Gardner -Scrubbab1l•ty tested bacteria. For details. see Ceiling Systems Class A See11arranty lor details. Sustainability selector to 3.000cycles (ASTM 0246\ Warranties and Limitations tSC21 02! Flamespreail:25 Maintenance 3. Metric available in White only_ 9.SF =staple ttange and Cu1r.:Pi us Ceilings Ger1il1cation of Srlo~e developed_ 50 can be cleaned eas11y with 4. Fire-rated items· see Ul destgn deta1ls 10 Not UL Classillecllor acoustics Performance (SC2451) a soft bnJsh or vact1um. RAM\NAV ENGINEERING, L TO. February 23 , 2009 RE: Glenwood Caverns Lift Shaft Addition Dear Steve: Garfield County has requested that a special steel inspection schedule be submitted in the permitting application. I've reviewed the details for the structural shaft construction and will be proposing that three inspections occur during the modifications to the structure. I believe that the three instances that will warrant inspe ctions are : 1.) Rebar inspection prior to the pouring of the new footers 2 .) Inspection of joist bearing angles before joists are cut 3.) Inspe ction of the new joist tension members after joists are cut and before the temporary shoring is removed . During the two inspection s of the joists , I will perform an overall inspection of th e lift shaft structure to v erify compliance with the details . Pioneer will need to prov ide weld er certifications for their on-site welders and all applicable welding procedures per AISC . Since rely , TRAMWA Y ENGINEERING, L TO. Jeffrey A. Peterson Des ign Engineer P .O. Box 398 • G lenwood Springs , CO 8 1602 • (97 0 ) 945 -5 138 • FAX (970) 9 45 -5138 •chuck@tra mway.net RAM\NAV ENGINEERING, LTD. February 2 3, 2009 RE : Glenwood Caverns Theater Concrete Slabs Dear Steve : I discussed the concrete that has been poured in the theater area with Kelly Bates this morning . He placed #5 rebar at 18" on center in both dire ctions (off grade ) in a 5" slab. The slab was turned down at the perimeter with a thickness of 12 " and th e concrete had a mi x in of collated , fibrillated po lypropylene f ibers (1 .5 lbs /cy). Given this detail , the ex isting slab is capable of supporting the new load ing created by the Stadium Savers foam and topp ing slab (ma x . 50 lbs/ft2). The new topping slab that will be installed on the top of the stadium savers foam should have a F1c of 4 ,000 lbs at 28 days and 1.5 lbs/cy of collated, fibrillated polypropylene fibers. Please feel free to contact us if you have any further questions . Sincerely, TRAMWAY ENGINEERING, L TO . Jeffrey A. Peterson Design Engineer 1:\gl en woo d tramway proj ect\structures\e levator ad dit io n\st adium co nc ete.docx P.O. Box 398 • G lenwood Springs, CO 8 1602 • (9 70 ) 945 -5 13 8 • FAX (97 0) 945 -5 138 •chuck@tramw ay.ne t RAM \NAY ENGINEERING, LTD. February 25 , 2009 RE : Glenwood Caverns Joist Modification Analysis Dear Steve : During the course of the lift shaft addition , two 20K9 joists will need to be modified to allow for the lift to pass from floor to floor . Both joists will be cut into two pieces and bear on the new structural steel that is being added to the building . After additional tension members are added the joists will be capable of supporting the floor live and dead loads that will be placed on them . Tramway Engineering did a Finite Element Analysis (FEA) on the west side joist and a RISA analysis on the east side joist to verify that they are capable of handling the required loading . I've attached the computer generated analysis for both sides of the cut floor joist. It shows the stresses to be at an acceptable level with the design load parameters. The loading that has been placed on the joists are in conformance with the ASD design method (1 .7 LL factor and a 1.4 DL facto r). Please feel free to contact Tramway if you have any further questions on this analysis . Sincerely, TRAMWAY ENGINEERING, L TO. Jeffrey A. Peterson Design Engineer c:\documents and settings\jeff\my docu me nts\tramway\fea ana lysis .d ocx P.O. Box 398 • Glenwood Springs, CO 8 1602 • (970) 945 -5 13 8 • FAX (9 70) 945 -5 138 •c hu ck@tramway.net Analysis of West Modified Truss Stress.ipt Page 1 of8 Analysis of West Modified Truss Stress.ipt Author : Analysis Created: Analysis Last Modified: Report Created: Database: Software: Chuck Thursday , February 19, 2009 11 :39 :44 AM Tuesday, February 24 ,2009 5:33 :11 PM Wednesday, February 25 , 2009 10:40 :07 AM L:\Gienwood Tramway Project\Structures\Eievator Addition\lnventor Modei\West Modified Truss Stress.ipa Autodesk Inve ntor Professional 2009 ANSYS TechnologY- Introduction Autodesk ~ J\NSYS . Autodesk Inventor Professional Stress Analysis was used to simu late the behav ior of a mechanical part under structural loading conditions. ANSYS technology generated the results presented in this report . Do not accept or reject a design based solely on the data presented in this report. Evaluate designs by considering this information in conjunction with experimental test data and the practical experience of design engineers and analysts. A quality approach to engineering design usually mandates physical testing as the final means of validating structural integrity to a measured precision. Additional information on AlP Stress Analysis and ANSYS products for Autodesk Inventor is ava ilable at http ://www .ansys .com/autodesk . Geometry and Mesh The Relevance setting listed below controlled the fineness of the mesh used in this analysis . For reference , a setting of -100 produces a coarse mesh , fast solutions and results that may include significant uncertainty. A setting of +1 00 generates a fine mesh , longer solution times and the least uncertainty in results . Zero is the default Relevance setting . TABLE 1 West Modified Truss Stress Statistics Bounding Box Dimensions Part Mass Part Volume Mesh Relevance Setting Nodes Elements 5.0 in 20 .15 in 140.1 in 105.4 Ibm 371 .8 in 3 86 112539 55177 Bounding box dimensions represent lengths in the global X, Y and Z directions . file://C:\D ocuments a nd Settings\Chuck\Application Data\Ansys\AIP 130\RepOli.htm 2/25/2009 Analysis of West Modified Truss Stress.ipt Page 2 of8 Material Data The following material behavior assumptions apply to this analysis: • Linear-stress is directly proportional to strain. • Constant-all properties temperature-independent. o Homogeneous-properties do not change throughout the volume of the part. o Isotropic-material properties are identical in all directions. TABLE 2 Steel, High Strength Low Alloy Young's Modulus 2.901e+007 psi Poisson's Ratio 0.287 Mass Density 0.2835 Ibm/in' Tensile Yield Strength 4.e+004 psi Tensile Ultimate Strength 6.498e+004 psi Loads and Constraints The following loads and constraints act on specific regions of the part. Regions were defined by selecting surfaces, cylinders, edges or vertices. Name Pressure 1 Pressure 2 Fixed Constraint 1 Fixed Constraint 2 Name Force Fixed Constraint 1 5238 lbf Fixed Constraint 2 5192 lbf TABLE3 Load and Constraint Definitions Type Surface Pressure Surface Pressure Surface Fixed Constraint Surface Fixed Constraint TABLE4 Constraint Reactions Magnitude 20.99 psi 20.99 psi 0.0 in 0.0 in Vector Moment 8.057e-002 lbf -3709 lbf 2.194e+004 lbf-in -3699 lbf -8.057e-002 lbf -3643 lbf 2.118e+004 lbf·in 36991bf Note: vector data corresponds to global X, Y and Z components. Results Vector N/A N/A 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in Moment Vector 2.194e+004 lbf-in 2.2131bf·in 0.4363 lbf-in -2.118e+0041bf-in 8.674 lbf·in -0.4364 lbf-in file://C:\Documents and Settings\Chuck\Application Data\Ansys\AIP130\Report.htm 2/25/2009 Analysis of West Modified Truss Stress.ipt Page 3 of8 The table below lists all structural results generated by the analysis. The following section provides figures showing each result contoured over the surface of the part. Safety factor was calculated by using the maximum equivalent stress failure theory for ductile materials. The stress limit was specified by the tensile yield strength of the material. TABLE 5 Structural Results Name Minimum Equivalent Stress 7.164e-007 psi Maximum Principal Stress -1.212e+004 psi Minimum Principal Stress -3.825e+004 psi Deformation 0.0 in Safety Factor 0.9118 Maximum 4.387e+004 psi 4.153e+004 psi 4036 psi 0.2177 in N/A file://C:\Documents and Settings\Chuck\Application Data\Ansys\AIP130\Report.htm 2/25/2009 Analysis of West Modified Truss Stress.ipt Figures Equivalen t Sl ress Type: Equivalen t Stress Unit: psi 212512009 10:40 AM 43873 Max 38996 34123 292-48 2437-4 19499 14624 fJ749.5 487-4.7 7.1638e-7 Min FIGURE 1 Equivalent Stress file ://C:\Documents and Settings\Chuck\Application Data\Ansys\AIP 130\Report.htm Page 4 of8 2 /25 /2009 Analysis of West Modified Truss Stress.ipt Ma xi mum Principal Stre ss Type : Ma xim um P rincipal St ress Unit; psi 2~10:40AM 41531 Max 35570 29609 23649 17688 11727 5766.3 -194.45 -6155.2 -12116 Min FIGURE 2 Maximum Principal Stress file ://C:\Documents and Settings\Chuck\Application Data\Ansys\AIP 130\Report.htm Page 5 of8 2/25/2009 Analys is of West Modified Truss Stress.ipt Mimm um Principal Stress Type : Min1mum Principal Stress Unit psi ~10 :40AM 4036 Ma x ·662.15 ·5360.3 ·10058 -14757 -19455 -24153 -28851 -33549 -38248 Min FIGURE 3 Minimum Principal Stress file ://C:\Documents and Settings\Chuck\Application Data\Ansys\AIP 130\Report.htm Page 6 of 8 2 /25 /2009 Analys i s of West Modified Truss Stress.ipt Deformation Type: Deformation Unit in 212512fm 10:40 AM 0 .21769 0 .19351 0.16932 0 .14513 0 .121}34 0.006753 0 .072564 0.048376 0 .024188 OM in FIGURE 4 Deformation file:/ /C :\Documents and Settings\Chuck\Application Data \Ansys\AIP 130\Report.htm Pa ge 7 of8 2 /25 /2009 Analysis of We st Modi fied Truss Stress.ipt Safely Factor Type: Safely Factor 2125120CliJ 10:40 AM 15 Max 10 5 0.91176 Min 0 FIGURE 5 Safety Factor file://C :\Documents and Settings\Chuck\Appli cation Data\Ansys\AIP 130\Report.htm Page 8 of8 2 /25 /2009 Company Glenwood Caverns Des igner . Tramway Engineering Job Number : Short Cut Joist Global DisQ ia y Sections for Member Cales 5 Max Internal Sectio:::.!n--'-s!.-'-f~o-'-'r ~M""e-'m""'b:".'-e"'"'r "=c -a:-lc_s _': g=-'7=-----------, Include Shear Deformation Yes Include Warping ! Yes P-Delta Analysis Tole ranc~-------.,o~·,::<.5 "'""0°"""Yo'----- Vertical Axis Y -·--1 Hot Rolled Steel Code AISC : ASD 9th Cold Formed Steel Code I AISI 99 : ASD Wood Code NOS 91/97: ASD Wood Temperature I < 100F Concrete Code I ACI 2002 !Masonry Code I MSJC 05/IBC 06 ASD Number of Shear Regions i 4 --------~ [Region Spacing Increment (::-in-=-)----·t4 I Biaxia l Column Method PCA Load Contour I ;-Parme Beta Factor (PCA) 1.65___ I lconcrete Stress Block ---~-~~ctangu l ar · 'l.Jse Cracked Sections Yes 1 Bad F ra ming..YYarnings ~ YNeos·----------1 ID nused Force Warnings __! . footing Overturning Safety--'-F_,a'-"c.!O:to:.:...r ___ -+::=-:1.'""'5 _______ _, Check Concrete Bearing !Yes I Self Wt, Overburd~n in D L for Desig.:...:.n __ -r,N..:...::o'-:-:--,-I Footin g Concrete Weight 1.145 klft"'3 I Footing Concrete fc 13 ksi I Footing Concrete Ec 14000 ksi . Footing Steel fy 160 ksi I Mi nimum Steel 0.00 18 . Maximum Steel .0.0075 Footing Top Bar !#3 Footing_lQp Bar Cove r '3.5 in Footing Bottom Ba r 1#4 footing Bottom Ba r Cover .3.5 in Pedesta l Bar l#3 Pedestal Bar Cover -1 #1 3 .5 in Pedesta l T·reg-. Gene ral Mate rial Properties Feb 25 , 2009 9:48AM Checked By : _ ___ Label _ ____ E [ksi] _____ G [ksi] __ .-__ Nu ___ .Jhec.m_(\.1 ESE) __ Den.s ity[klte3] _ _ 1 ____ qe n __ Conc3~W _·3 155 _____ j _372 _ .1.5 ________ .6______ .145 __,_2 __ _;g_en Conc4NW 3644 1584 .15 .6 145 _3,------c __ a.en Conc_3L vY _____ .2.Q85 _____ 9_09 .15 .6 .11 ~ 4 ge.o Conc4LW 2408 1047 .15 .6 .11 ' _5 Qe Q_~I_um 1 0900_ 40_I L__ _____ ._3 _______ 1 .29 ____ ~IT3 __ 6 geo Steel 29000 11154 .3 .65 .49 ~ RIG I Q _ ·---_ _1e+6 ______________ .3 _______ 0 _Q __ Hot Rolled S teel Properties _____ La,beJ E [ls.si) __ ~G [ksi l-1 ----'-Nu. __ _,_T=heiDL(llf..5.£)_Q~.n.sity[!slfe.3]1 __ Yus;ieJ9[k.sj) _ _j___---'-A__..,36_G..L..36 _____ 2.9..0_0_0 11154 ._3 .65 .49 3_6 __ RISA-30 Version 8.0.0 [C :\RISA\untitled .r3d) Page 1 Compa ny : Glenwood Caverns Desig ner : Tra mway Enginee ring Job f\J u mber : Hot Rolled Steel Properties (Continued) Sh ort Cut Joi st Feb 25 , 2009 9:48AM Checked By: ____ ,----->Lab_e._,_l ____ _.EJksil GJks~il_~--=~-~w Nu Thelffi_C\ 1 ES Fl DenslMk!ft"31 YieJd[k_sj_) 50 ~ 2 A572 Gr.50 29000 11154 .3 .65 49 :5 :~~ .4~ 50 .4 42 3 A992 29000 4 A500 Gr.42 29000 1115~4~~-~~---~~---~----~~-~ 11154 5~ _ __oA~5oo GrA6 29ooo 11154 3 65 .4 9 46 General Section Sets L---~~a~---~~ '-'-'--'-''-'---r--'R-'-'E 4 X4 Hot Rolled Steel Section Sets Jo int Coordinates and Temperatures 11' _Labe _ [in] ___ 1 __ Y_[io] ----,---Z [in]_ _Iemp[EJ __ Detach.£r.om Diap ~.1 ... J -J.---_roPLEF_L ____ li __ Q ___ 1 ____ 5o ____ 1 ____ o ___ -=r-· ___ o ___ rr _____ 1 , I 2~ T1 4 .6 . 50 . 0 ---~ 0 _ .' I _3 I 2 I 3_0 ! 5_0_ I 0 ' 0 I I I 4l T3 I 51 7 I 50 ; 0 0 --, ~-~ t---r0P}i6Br---~--~i~~--l ;~--1--~ --~--~---·-1] __ 7_ ,, _____ BJM LEI:_L __ L_ __ 5.6 ~_3j .2 -I 0_ _0 __ _j ______ II 8 . 81 I 38.9 L 31,2 . 0 0 I . I 9 I 82 I 39.9 1 31 .2 I 0 o 0 r 1o r----83 -----r-4i.·a 3i 2---, 0 ,---0----·-] i g I -NT M~iG HT . i 4~:~-i--~+:~ -]--~--~---~- Joint Boundary Conditions __ joint Labe l . X.[klin l .-::.'L [kll n] ___ Zjls/in] __ X_Rot.[k.:.ft!_rad ] Rot.[k:f.VJa d] _Z_Rot.[k.:ftlrad]_ 1 TOP LEFT Re_a.cJ.iQll_~e a ~ Reaction I Re_action--,--RI;laction Reaction 2 I T OPRIG HT I LBeaGi!Qn__j I ' Fo_oting _ Hot Rolled Steel Design Parameters __ _ _ LabeL __ Shape _Le.ogt L _Lbyy[in ]__Lbzz[in] Lcomp to~~Lco mp bo .. ~yy_ Kzz _Cm-yy_C_m-zz _Cb_y_swayz sway_f unc.tion _ _1 ___ ty1_1 _Top Flang~_67._2 1 · 1 -r--· __ LL_aa_tt eELrraall l 2 M2 Btm Elan ... 58 .9 i .. _3 _ _M3 Web 39.114 Latera l 4 M4 web~~2~1 .2~4=7~~------.------.-~---~-----~~.~Lateffin 5 M5 We_b 21.2 47 Lc;tl,e_r_a-!-, 6 M6 Web 26.5 17 Lateral t Joint Loads and Enforced D isplacements _______ .Joj nLLab el L,_D"-",M"---:--=-:----"Pjr_~ctio_n ___ M_agpjJupe[(k,k-ft)~(iD ,.@dL(k*~2/L, No Data to Print ... RISA-30 Version 8.0.0 [C :\RISA\untitled.r3d] Page 2 Company Glenwoo d Caverns Designe r . T ramway Engineering Job 1\J umber : Member Distributed Loads (BLC 1 : Live) Short Cut Joi st Feb 25 , 2009 9:48AM Checked By: ____ .M_emb_eL Labe-<.LI ____ Pli.a.ction___S.tart Magoilud~[~f.t.9eg]Jnd_M_agni.tude[I5Lfl.~S.tax:tLo_catioo[io j:'o ]_En_d_Locali.o_o[in...%L --'--------'-"M Y -.3 -3 0 0,__ __ Member Distribut ed Loads (BLC 2 : Dead) _____ M_em_b_er:_Labei ____ DlLectio n. __ S_taltMagn i tl.l..de(ls/Jt ,peg]_E nd_Magnilude(klft~Stad.LQca_tiQo(in ..% ]_ Eod Lo c_atLo_n[in.~[o ]_ 1 M1 Y ..=._1_5 - 5 0 B asic Load Cases ___ BLC_D_e_scripti oo_,_c _ategory ___ X_Gr_avity_'[_Gra_vj ty_Z._Gravj ty _JoiDt __ EQlnL__Qistdbute_d -~r:.ea (Me ... _S_ud.a_c_e_ C~ · 1 , Li"e 1 8 1 1 1 1 1 . 1 L · ' I 2 I oe'ad I ~--"1-1--,-1-T 1--~--I ,--1 ·--,---I Load Combinations Load Combination Design .----Description __ ~S I E__CD_ ABIF_Service __j-l ot_8_olled _Cold_F_ormed _ _I,!Yood ___ Co ncr.e_te _ Masonry .. _FQQ!Logs_ 1 IBC 16-8 1 .9 Yes I Yes Yes Yes I Yes Yes ~ I IBC1 6-=9--I---r-· 1---iY es i-Yes -r -Yes -·T-Yes-i Yes --1 -----Yes-1 _3_1 1S.C 16:10_(a)l _ ,-1.2 5_: ______ _ye~ ___ '(es_ --· Yes _~Yes ----.---:'(es__ __ _Yy_ee_ss--, 4 IB C 16-10 (b)' · 1.15 I Yes Yes Yes 1 Yes 1 Yes . _j _5 __ 1BC_16.:1_0 (c) 1 ___ ,_j.j5 ... ______ '{es __ __:r_e_s_ 1 _Yes_~ __ '(e s_~-Yes __ . _ _ _ _ __ YY_eess _ 1 6 IIBC 16-11 (a) · 1.25 Yes Yes ' Yes I Yes ' Yes . _(._IBC_16-11J bh __ 1 _1._15 ________ Yes ____ _'r'es _ , __ _Y'es_-,-;'(es ____ '(es_ . ___ _ _ _ Ye_s_ 1 8 IBC16-11(c) 1.15 Yes Yes ' Yes 1 Yes ! Yes Yes _9_.1e..CJ.9 -12__(aJ._ 1,6 _______ '(es _____ '(_e_s ____ _1es Y~s Ye s _________ Y_e_s_l 10 IBC 16-12 (b) 1.6 Yes Yes Yes Yes Yes Yes _ _ 1L I.BCJ..6.:13_(a). 1.6 ___ '(_es _____ '(_es ____ __j"_e~--___ '(es _ ____J'_es __________ __'le~ __ 1 12 IBC 16-13 (b). 1.6 Yes Yes Yes ' Yes · Yes Yes . _j_3_j_BQ_1 6-1~_Lc)_ ___ 1.6 __ Xes __ '(e_s Ye_s _ __..Y_es ___ '(.es _________ '(e.~ 14 IBC 16-13 (d) 1.6 Yes Yes Yes Yes Yes Yes__j 15 IBC_i6-13 (e) 1.6 Yes Yes Yes Yes Yes Yes 1 6-IBC 16--=13 {b 1-:-6 · Yes Yes--Y es Yes--Y es Ye:s=l 17 IBC 16-14 1.6 Yes Yes Yes Yes Yes Yes 18 fsc 16-15 1.6 Yes Yes Yes Yes-ves------yes-1 RISA-30 Version 8.0.0 [C:\RISA\untitled .r 3d) Page 3 Com pany : Glenwoo d Cavern s Desig ner : Tr amway Enginee ring Job Number: Envelope Joint Displacements Envelope Joint Reactions Envelope Member Section Forces Short Cut Joist II Fe b 25 , 2009 9:48AM Checked By : ~-, 3 2____Illil , .862 2 0 1 0 1 .005 2 .052 2 I 0 1 -4-----: I mi n o _,_1 I -.013 , 2 1 -.o2 I 2 o ---r-1_1_0 _ -1~91 , 2 I 5 3 max .527 2 .2 2 0 1 0 2 .023 2 .025 ' 2 -6 ----,mfnl-0 1 I 0 1 I -.013 I 2 0---r-1--0--1-,-. -Q--1 1] 7 4 ma K..__,_5_31 2 0 1 0 1 o 2 __ . Q09_2---r:Q3~_2 8 mi n 0 1 -,2 16 2 • -.009 2 0----.1 · 0 1....L_O jJ 9 5,.m.g~_o 1 o 1 o 1 o 1 o 1 o 1 10 min 0 1 -.75 2 0 1 0 · 1 0 1 0 1 I _j_ 1 __ ty1 2_ 1 max 0 1 0 1 0 1 0 1 0 1 0 ~ 12 min 0 1 0 1 0 1 0 1 0 1 ' 0 _ I _u_ 2 max .003 2 .OQ3 2 .00.3 2 0 1 .002 2 0 1 14 min 0 1 0 1 0 1 0 1 0 1 -.002 2 I 15 3 max .006 2 .006 2 .og6 1 0 1 .007 2 0 1 16 min 0 1 0 1 _ _ 0 1 0 1 -007 2 I 17 4 max 0 1 o 1 0 1 0 1 .002 2 0 1 18 mi n -.003 2 -.003 2 -003 2 0 1 0 1 -.002 2 I RISA -30 Version 8.0.0 [C :\RISA\untit led.r3 d] Pag e 4 Company : Glenwood Caverns Designe r : T ramway Eng inee ring Job 1\J umber : Short Cut Joist Envelope Member Section Forces (Continued) Envelope Member Section Stresses Feb 25, 2009 9:48AM Checked By: Mern_ber _Sec Axiai[ ... _LC._ y Shear[ksi]_ LC ___ z Shear[ksi] LC_. y-Top[ksi]_LC _ y-Bot[ksi}__LC _. z-Top[ksi] .LC_z.:Bot[ .. _LC 1 M1 1 max 0 _1___1J3_99 2 0 1 0 1 29.26 2 2. 792 2 0 1 2 min -,044 !2 0 1 -.06 -i --=9.512 i 2 ·-0 --1-l 0 -lf -=2.7922 1 _3 2_ .~x_1 .014_2 0'------'1-0 1 2.346 2 0 1 1.333 2 0 1 4 min 0 1 -.027 2 -.033 ---z--0---1----=-?.217 2 -0 --1 -::j~333 2J 5 3 max ~62_2 _ _.A_26 2 0 1 0 1 1.955 2 .598 2 0 1 6 min 0 1 0 1 -.02 2 -.636 2 0 -1--0--1-=598 2] 7 4 max_,62.4_2 0 1 0 1 0 1 2.811 2 .22 2 0 1 8 min 0 1 -.459 2 -.014 2 -.914 2 0 1--0 -1 ~2~ 9 5 _ _!!1 ~0 1 0 1 0 1 0 1 0 1 0 1 0--.J., 10 min 0 1 -1 .596 2 0 1 0 1 0 1 0 1 0 1 1 _jJ __ M2 __ _j __ ma_x _. 0 _ _1 __ 0 1 0 _0 _0 1 0 1 0 1 RISA-30 Ve rsion 8.0.0 [C:\RISA\untitled.r3d] Page 5 Company Glenwood Caverns Designer Tramway Engineering Job I'Jumber Short Cut Joist Envelope Member Section Stresses (Continued/ Envelope Member Section Deflections Feb 25, 2009 9:48AM Checked By: ~ --~~---MembeL ~-~Sec ___ ~-----~xJLnL~ _ LC~~---Y~[inL __ LC __ z~[in] __ ~LC ~_Bp_tate [L .• _LC_~(n)L/y_Ratio ___ LC_Jn)~L/z_Ra_tio~ LC_ + --_M_1_~ ___ L_~;~---~---+-~~-~--~-~~~~-~ -~-~--1---~ ---+~--~s--i--~f--+~ 3 _2 __ m_ax__ __ O __ L~~_ll----~--1 _ _j)_0_5 ____ 2_~_Q 1 NC 1 _NC ___ L 4 min 0 2 -.032 2 0 1 -4. 734e-2 2 2089.317 2 NC 1 RISA-3D Version 8.0.0 [C:\RISA\untitled.r3d) Page 6 Company Glenwood Caverns Designer Tramway Engineering Job 1\Jumber Short Cut Joist Envelope Member Section Deflections (Continued) RISA-30 Version 8.0.0 [C:IRISA\untitled.r3d] Feb 25, 2009 9:48AM Checked By: Page 7 Company Glenwood Caverns Designer Tramway Engineering Job lllumber Envelope AISC ASD Steel Code Checks Short Cut Joist Feb 25, 2009 9:48AM Checked By: ____ MembeL ___ Shape __ Cod_e_C_beck ___ Lo_c[in]_LC_S_b_e_aLc_L_oc[io]_Oir_LC...Ea_[k.si]_.E_t_[Ksj]_£b_'f:.y .£b_z~z~Cb.Cmy_Cmz_fl,!S_D_E~ ~1~_M_1 __ 2_0K5ToJJ ___ .97Ei 0 2 .833 0 y 218.801 30 30 30 1.. .. 85 .85 H1-3 2 M2 20 K5 Btm ' .205 34.358 2 .220 36.199 y 2 9.314! 30 30 30 1 85 .85 H2-1l 3 M3 5/8 Rod .491 0 2 .116 0 2 2.383 30 37.5 37.5 1 ... 85 .85 H2-1 4 M4 5/8 Rod l .438 ;-02 .026 i 0 '2 8.076 i 30 37.5 ' 37.5 2.3 .85 '.85 1 H1-1l 5 M5 5/8 Rod .576 0 2 .028 0 2 8.076 30 37.5 37.5 2.3 .85 .85 H1-1 -5-, -M6 ___ 578 Rod~-----:-:336--~517 2 ------:-o1526:~-2--:-5-.-185---r-:Jo-375T 37:52.3 .85 · .85' H2-1 I RISA-30 Version 8.0.0 [C:IRISA\untitled.r3d] Page 8 ,Y 0 .<:>. Z X DLEFT Glenwood Caverns Tramway Engineering -·----.,.__ __ Short Cut Joist I Section Sets 1£ Top Flao~e Btm Fl•n~e I£ Web OPRIGHT "NTMRJGHT Feb 25, 2009 at 11:04 AM Short Cut Joists 20K5.r3d -----··--·-------- West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 3-19-09 Inspection Report Project: Glenwood Caverns Adventure Park Handicap Lift Addition Address: 51000 Two Rivers Plaza Rd. Glenwood Springs, CO Building Permit No.: 10694 Contractor that Performed Work: PSI Inspection of shop fabrication or field work at job site: Field Report#! Page 1 of l Report: Visually inspected the field welding at the steel connections lift shaft frame structure for the new handicap lift addition. The field welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS D 1.1 Structural Welding Code. To the best of my knowledge this completes the special inspection of the structural steel field welding as outlined above. West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Final Inspection Report Date: 3-26-09 Client: Phil Vaughan Construction Management Inc. Project: Chevron Meter Building Address: Trail Ridge Rd. Garfield County, CO Building Permit No.: 10761 Inspection of shop fabrication or field work at job site: Field Report#2 Page 1 of 1 Report: Reinspected the high strength bolting at the main frame & end wall frame column & rafter connections. Also randomly torque tested a minimum of two bolts per connection at the main frame & end wall frame column & rafter connections for proper tightness using testing torque determined from Skidmore Wilhelm testing. Also verified that the rod & flange bracing was installed. The high strength bolting reinspected as outlined above appeared to be in conformance with the plans for bolt size & grade, and the A325 high strength bolts appeared to be sufficiently tightened. To the best of my knowledge this completes the special inspection of the high strength bolting & steel frame details as outlined above at this building. Inspectorffechnician: Douglas E Young ~'.**;;;"""·.1 ... '~~:;,/l1 / IJ~ f.l~JtiliG ·, r '"'. ~70tr~ __ , /', -·-. ·I'C_,#i: West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 3-20-09 Inspection Report Client: Phil Vaughan Construction Management Inc. Project: Chevron Meter Building Address: Trail Ridge Rd. Garfield County, CO Building Permit No.: 10761 Inspection of shop fabrication or field work at job site: Field Report#! Page 1 of 1 Report: Visually inspected the high strength bolting at the main frame & end wall frame column & rafter connections. Also randomly torque tested a minimum of two bolts per connection at the main frame column & rafter connections for proper tightness using testing torque determined from Skidmore Wilhelm testing. Also verified that the rod & flange bracing was installed. After testing some of the bolts for proper tightness it was discovered that the bolting had not been properly tightened. Also some of the rod & flange bracing needed tightened. Another inspection/reinspection visit was scheduled for Thursday 3-26-09. fi~'"·· Inspectorffechnician: Douglas E Young 9\_oo OO"'l <.J.(rA~' .MI ~~;;·;r ., .. _ c~·- West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Date: 4-1-09 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @ Coulter Creek Address: 1003 Cattle Creek Ridge Rd. Garfield County, CO Building Permit No.: 11043 General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Field Report#lO Page 1 of 1 Report: Visually inspected the field welding at the bottom side of the ledger angle to embed connections Great room Deck area. Also visually inspected the field welding at the beam to embed connections link 117 below Hallway. The welding inspected above appeared to be in general conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code except as noted below. 1) Noticed the welds at the ledger angle to embed connections needed increased in length to 4" as called for in the plans. The job site supervisor with Stewart Builders & Tom Provast with Black Magic Welding was made aware of this discrepancy. Inspector/Technician: Douglas E Young West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 3-20-09 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @Coulter Creek Address: 1003 Cattle Creek Ridge Rd. Garfield County, CO Building Permit No.: 11043 General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Field Report#9 Page I of I Report: Visually inspected the field welding at two beam connections, some L VL buckets, and timber connection knife plates that had to be moved & rewelded Guest Unit area upper floor level. The welding inspected above appeared to be in general conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code. Inspectorffechnician: Douglas E Young West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 3-12-09 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @ Coulter Creek Address: 1003 Cattle Creek Ridge Rd. Garfield County, CO Building Permit No.: 11043 General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Shop Report#8 Page 1 of 1 Report: Visually inspected the headed anchor stud welds at more embed plates for the Master Bedroom area. The welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code. West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Date: 2-16-09 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @ Coulter Creek Address: 1003 Cattle Creek Ridge Rd. Garfield County, CO Building Permit No.: 11043 General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Field Report#7 Page 1 of 1 Report: Received & reviewed some documentation from the structural engineer in regards to the beam to embed connection noted in report #4. Per additional detail from the structural engineer a single angle clip connection was adequate at this location. Visually inspected the on site field welding at the steel beam to embed connections & ledger angle to embed connections concrete wall areas Guest unit, and at some other field welded steel connections Guest unit area. Visually inspected the high strength bolting at the steel beam & column connections Guest unit area. Also verified anchors were installed at the ledger angle to concrete wall connections were optional detail was utilized at the Caretakers unit. The welding & high strength bolting inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS D 1.1 Structural Welding Code & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. ~~Vk·:w··~ Inspectorfl'echnician: Douglas E Young ··,-J. Qf 1 .· , ~f.lW G ...... . 9t0700! _,;; ' . ,.,... 1/' , ,.ny}·' West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Date: 2-10-09 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @ Coulter Creek Address: 1003 Cattle Creek Ridge Rd. Garfield County, CO Building Permit No.: 11043 General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Shop Report #6 Page 1 of 1 Report: Visually inspected the headed anchor stud welds at approximately 20 embed plates for the Great Room area & 30 embed plates for the Outdoor Room area. The welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS D1.1 Structural Welding Code. West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 2-9-09 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @ Coulter Creek Address: 1003 Cattle Creek Ridge Rd. Garfield County, CO Building Permit No.: 11043 General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Shop Report#5 Page 1 of 1 Report: Visually inspected the shop welding at the beams & columns for the Guest House area. Also visually inspected the headed anchor stud welds at approximately 45 embed plates for the Great Room area. The welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code. Inspector/Technician: Douglas E Young West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 1-7-09 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @ Coulter Creek General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Report#4 Page 1 of 1 Inspection of shop fabrication or field work at job site: Shop & Field Report: Visually inspected the shop welding at the beams & colunms for the caretakers unit. Visually inspected the field welding at the beam to embed connections, and the high strength bolting at the steel beam & colunm connections caretakers unit. The welding & bolting inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the AWS Dl.l Structural Welding Code & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts except as noted below. 1) Noticed a beam to embed connection where apparently the embed plate was mislocated & one of the double angle clips could not be welded as it was off of the embed plate. Per the job site supervisor with Stewart Builders an RFI had been sent off to the structural engineering firm. /Aw···~. Inspectorffechnician: Douglas E Young , ~9 ~DUNG , ~0/QJ$) ' ' ~,cwy/ West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 12-24-08 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Lot 2 Ranch @ Coulter Creek General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Shop Report#3 Page 1 of 1 Report: Visually inspected the shop welding at the headed anchor studs to the embed plates. 14 larger beam connection embed plates were inspected (one was not yet completed), and 42 smaller ledger angle connection embed plates were inspected. The welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code. Inspectorffechnician: Douglas E Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 11-21-08 Inspection Report Client: HP Geotech (Job #HP 107 0075) Project: Moore Residence Address: Lot 2 Ranch @ Coulter Creek Building Permit No.: General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Shop Report#2 Page 1 of 1 Report: Reviewed some photos of the welding at the headed anchor studs to the embed plates at the embeds that had not yet been completed & inspected at an earlier date (see report #1). The welding inspected above appeared to be in general conformance with the drawings & details, and appeared to meet the quality requirements of the A WS D 1.1 Structural Welding Code as best as could be determined by the photos. West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Date: 10-29-08 & 10-30-08 Client: HP Geotech (Job #HP 107 0075) Project: Moore Residence Address: Lot 2 Ranch @ Coulter Creek Building Permit No.: II D f) General Contractor: Stewart Builders Contractor that Performed Work: Black Magic Welding Inspection of shop fabrication or field work at job site: Shop Report#! Page 1 of 1 Report: Visually inspected most of the shop welding at the headed anchor studs to the embed plates. Note a few embeds were not yet completed. The welding inspected above appeared to be in general conformance with the drawings & details, and appeared to meet the quality requirements of the A WS Dl.l Structural Welding Code except as noted below. 1) Noticed some of the welds needed increased in size at the top leg of the fillet. Per AWS Dl.l table 7.2 the minimum weld size for these studs was 5/16". Tom Provast with Black Magic Welding was made aware ofthese welds that needed increased in size. Inspector/Technician: Douglas E Young COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945~212 Job located at c.5ZfiD -zka&ets ~a.... Permit No. /o?fo/ I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re·lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date _g ~ 3 ( 20 Ff!1_ Building Inspector M4-k. 4 f J < Phone (970) 945-8212 COUNTY OF GARFIELD · BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 511)()0 L1f!tl ~.4> + - Permit No. 1V!Pf~i'r I 0 ( 9q I have this day inspected this structure and these PUlse: and found the following corrections needed: &~~<-- )i.call for Re·lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date S-/ ~ ~ Building Inspector r~ ~ Phone (970) 945-8212 No. _ _,_\ 0~8'--~-L....__\ __ Assessor's Parcel No. ~\~~-CJQ Date tCJ-\d-,-0-=J-- BUILDING PERMIT CARD Job Address .5\Ct~Ylioo tll!'f'S J?t0.20:0UJ'S ..L"< J&u y OwnerGlf>~ Lb~tV\S Address"SI@TWO 'f\\$'fSPLU~#6tt·Ct')~~ Contractor 0WYJf't Address \.t Phone # _..:...\ \:..___ Setbacks: Front Rear RH ____ LH Zoning ___ _ FVlclc:rJB uncter resm.\JYUV) ~ec~sPEcrtoNs /(euy tiPI8-o 833 Soils Test Footing j,--(J--l,..,d'-Q"r=-----,!Jtn:)-/-t-:;yt-;;rv· "02.-,.---; 3 ~1/-df ~ Foundation ________ _ Grout----------- Underground Plumbing i! Roug_h PluJll~b· g ~__::l.___CXf lfl}1<; Frammg 3-_-l:fl ~ Insulation -..;r:--·'--'I...L..J.L..f-..=_[_J,_--- Weatherproofing _________ _ Mechanical . Electrical Rough (State) j. Z.6 · lJ Of Electri.~;al final (State )___,6'-"'----'-"""--"'8'-'f-Jt.il...-r-~­ Finai.7-A:-o<t /ChecklistCompleted? MI!A Certificate Occupancy# ...,{£""~'--"(f.....,,J,"'------ Date_-==-------- Septic System #_-________ _ Roofing tl;o . ~ Drywall 'i• Jlfl Js:f\l\Vl"' Final _________ _ Gas Piping "'>-t.A--Other --------:::---::---c-----:--- Date ---------- ~ ~ r)(4(o'f-~ NOTES b /lltl . .lfJ(UtV/jpN f>O. ~~~IV~ ~ \ l:t-'1\<f1 'l-5-~g -~"zz.&.ss /~ cL..._ ~ ~ ~_,~., .~c 't ~ ~\. ''C( /) .. .,o/J. ~ ~ (c~ntinuun Q.a9l ~ '3({1 O'=t ~~ Jf)O. {j ,(, '{ 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 . .\\)::\~ ... Zoned Area ............................... Permit No .. J{')f,9Y .......... . AGREEMENT In consideration of the issuan~e of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. u,. heine ,~,_ lttiiii!Mu b tRUe @ ,7iitt} Address or Leg• I Descript;on SJ(}(J() /111tr 814 -tiWS OwnerG/MM/GCd 61w,lf:l /Itt, Contractor Ow11t£ Se(backs Front Sjde Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing /~·)·H>Lt) Cl<\l ~......, Driveway Foundation J/LL-'/'J--' Underground Plumbing Insulation f· /Cf<. r>"f ~ Rough Plumbing Cfv/'f-vf f.6M Drywall oN' J5Ac.< Lt...dn -b"/ /(j'r\A Chimney & Vent 7'1lt. Electric Final (by Stale lns~,Mj&'f' ~/u/o. Gas Piping ~na.-Final 6-/ S-tJq ! '" Electric Rough (ByjSI.ole lnspe~,&... p;,y Septic Final ~ Framin1~.~~je~n~; (To include oo i J. a e n indows and Doors installed). Notes:#'~~:~~ (/;f.kJ~~ 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 . Date JD-Q.-Ol By ["'~ J!l IF PLA~-COVER WITH CLEAR PLASTIC Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/It:easuret·f'rgpertySetlrch I Assessor Subset Query I Assessor Sales Search Clerk & R\!cord_esR<:c<:pti_on_Seareh Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I oo1 II Account Number II Parcel Number II Mill Levy I R330110 II 218504400005 II 54.959 I Owner Name and Mailing Address IGLENWOOD CAVERNS INC I 151000 TWO RIVERS PLAZA ROAD I IGLENWOOD SPGS, CO 81601 I Legal Description lsECT,TWN,RNG:4-6-89 DESC: A TR OF ILAND IN LOT 5 & 7. EXCEPT A TR OF ILAND CONT .14 AC +1-AS DESC IN BK 11107 PG874. BK:0992 PG:0216 IBK:0992 PG:0214 BK:0984 PG:0219 IBK:0273 PG:0533 BK:1804 PG:579 IRECPT:698782 BK:1724 PG:747 IRECPT:681842 BK: 1724 PG:740 IRECPT:681840 BK:1724 PG:738 IRECPT:681838 BK:1648 PG:856 IRECPT:665390 BK: 1648 PG:849 IRECPT:665389 BK:1434 PG:765 IRECPT:620360 BK: 1335 PG:864 IRECPT:598704 BK: 1213 PG:701 IRECPT:571185 BK: 1211 PG:659 IRECPT:570535 BK: 1107 PG:874 http://www. garcoact.corn! assessor/parcel.asp ?Parce!N umber=218504400005 9/25/2007 Parcel Detail Page 2 of 3 IRECPT:538348 BK:0992 PG:0217 IBK:0983 PG:0647 BK:0859 PG:0568 IBK:0853 PG:0214 BK:0853 PG:0212 IBK:0822 PG:0693 BK:0819 PG:0261 IBK:0639 PG:0957 Location Physical Address: 116-89 SEC 4 I Subdivision: I Land Acres: 1148.517 I Land Sq Ft: llo I Section II Township II Range I 4 II 6 II 89 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 296,noll 86,0501 I Improvements: oil ol I Total: 296,72011' 86,05ol Sale Date: 119/6/2005 Sale Price: 11300,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm/Ind lo I Buildings: No Building Records Found Tax Information Tax Year Transaction Type II Amount I 2006 Tax Payment: Whole II ($4,378.60)1 2006 Tax Amount II $4,378.601 2005 Tax Payment: Whole II ($753.00)1 II II I http://www. garcoact.com/ assessor/parcel. asp ?ParcelN umber=218504400005 9/25/2007 Parcel Detail I 2005 Tax Amount II $753.001 I 2004 Tax Payment: Whole II ($808.08)1 I 2004 Tax Amount II $808.081 I 2003 Tax Payment: Whole II ($706.26)1 2003 Tax Amount $706.261 2002 Tax Payment: Whole ($717.72)1 2002 Tax Amount $717.721 2001 Tax Payment: Whole ($721.22)1 2001 Tax Amount I $721.221 2000 Tax Payment: Whole ($811.10)1 2000 Tax Amount $811.101 1999 Tax Payment: Whole ($841.76)1 1999 Tax Amount $841.761 Top of Page Assessor Datg!J ;;se Search.Qp!ions I Irfi!SJJl'er_l.lillifl:l_aJ;~S~<!!·ch.QpJions Clerk & Recorder Database Search Options Qgrfielc! County .. l:lome .. Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=218504400005 9/25/2007 CONDITIONS OF PERMIT #BP-1 0694, AMMENDMENT #2 March 19, 2009 1. Submit drawings to the Fire District for review. 2. Submit revised fire protection design/drawings to Fire District for review. Fire protection shall be provided under the new canopy (NFPA 13, 5.13 .8). 3. All work shall comply with the IBC, IMC, IPC, IECC and IFC as adopted and amended by the County. 4. These drawings are an amendment to an existing permit, all comments and conditions noted on the original drawings or previous amendments to the original permit remain valid and shall be adhered to. 5. Aisles shall comply with IBC Section 1024.9. 6. Stair and handrail(s) shall comply with IBC Section 1009. 7. Handrails and/or extensions shall comply with ANSI A117.1 Section 505. 8. Stair tread, risers and nosing profiles shall comply with ANSI A117.1 Section 504. 9. ALL dimensional lumber shall be Fire Retardant and be Grade Stamped by an approved Agency . 10. ALL fasteners and connectors in contact with fire retardant wood shall be stainless steel , hot-dipped galvanized (electro galvanized is not acceptable), silicon bronze or copper (IBC 2304.9 .5). APP SUBJECt TO NOTED ]Z)!C'JEFrfONS & INSPECTIONS GARFIELD COUNTY BUILpJNG DEPARTMENT ~.~~By_j£J{5__ FIELDCOPY ~ NO fNSPECTION WITHOUT THESE PLANS ON SITE p~ge of '\\ "/ '-.. , __ ~L.Oflt~4 Cjeo.i'£ ·tHIS l>J:.f;A. ----.. .. __ _ SOil.-·SEe: -soiis-RE:P6Rr I + Pl?oFb-e.tD sITe v..,JI -1'-otr 6CA.L6: ,.... - H Or-.1 L-UHN5 ~"'~"' vf z.~ .x;.y. ~,u.£,0 l.>..f.eA. .C.OU~I.c:'~ ~~c::J ...____ ~-. ....___ ~F Of fcdrklq · "fO~AtJP. ~·-o u Hk1H ~- 1,--. \ COMf'Act~.::;L) f7MsnUCj DIIJ tJo ftw .,, .o Pl?ofb-ceD s 1 TB w4U.I a. . B~vq 6' 6CAu:;: V411 =l'-o 11 APPROVEU / SUBJECT TO NOTED -~XCF:PTJONS & INSPECTION~ GARFIELD COUNTY BUiq:>I4 DEPARr~E~ ... ate ()_ ·0'5 By , . FIELD COPY NO INSPECTION WITHOU! ·, tiUf rt.AHS OH lmi ·~& ol ·------ ;,,_, -~ ;~' ·-··· .. .: . '· ,;_; f t I J ... ·' t~- i-•: .,·. _;I_-• ; •• ~--• ';' '· • (;~~~:\1<· ,;~i;::'., i • ·-;-,_:~. _-,_, '~ -· '.I -.i. .· -·' _t .· \. "~-:>. ',• . \--;f.l~0-~y:··:· . --;";;_' > t------~~~~·~~~~~~~~1_-_a=R-------~--4~·-~-o_"_•---4~·-~o" 4'-0" i I I" L c1:1RM 0?" ~OI#Jr5. FCR PRf1~t,I!ON WWPNtNr WI Ntii!M1!\f10N =:=: =r=· === APPROV ED SUBJECT TO NOTED U:CEPTIONS & INSPECTION S GARFIELD COUNTY BUILDING DEPARTMENT Dl*i't1/tfl' By K f[> FIELD COPY R0 INSPECTION WITHOU1. THESE PLANS ON SlTE page of ;,. N ,jt-------10'-5" -----+--2'-9" ---:1<--3'-1 " /11" r:1 1" I I ~ 3'-1" ----,j<--L.-.,1'-2'-2" ....,.__ 2'-9" ---,1<---5'-5" ---,1' '-- I _) TOS 100'0" Exis ting 5" Concrete Sla b wl #5 @ 18" c/c both directions set 2" off of grade b b b (/) (/) (/) ... ... ... g ~ ~ oj q oj If~ TOW 1 05-0 I I I TOS 102'0" L ---I _J L ---J ~--_1 II ~-1 -r-r L ~ ~ ~ @ I § g ~ I ~ ~ I I ~ ~ ~v ... \g) 9 1 o ~ ... 1... o1 ... o J ~ (..) .::. c.n 51 I ~ c.nll c.n l-6==1F==9 ~ 91 Oi9~0l oj oj. ~ I I I I 1-II -.:1 -~-) -'-I I I ~ : : .--I ,'. I I 1-i TOS 1P6'0" I I ~ I ~ : I t1 I r-r--""'=T~DS 106'0" I ~ I ~ II I I ~ loj II I I l L TOW 10""~" _j I I --~'L_-- I I I roS1 osi·f-~-l I I I I TOW 104'6 "~ I I I 4> I 1-II I 1 I I I 11 I I TOS 103'0" 1 ros 104'0" 1 1 Td 1o5'0" 1 1 I I I 11 I I-~ ~ ~ -i I-~ ~ ~ a I -II I~ ~I I~ ~I ~ ~I ~ ~ I ~I I~ ~I ~ ~I e §I ~ ~ 1 ~ ~I loj ojl fi ojl Pi ojl Pi ~ I ;-t ojj 1 1 1 I I I I 11 I 1 1 1 I I I I 11 I ~ Existing 5" ;.:. Concrete Slab 1 1 1 I I I I 11 I -'1<--------r---r---.---l I II I r+ I r+ I I I I I -1 I -!I J I II I b b d (/) (/) (/) I ~ I @ I g I I I I 8 ~~I ~I s I ~I II I A Oi <=i oj 1 ~ 1 9 I ~I 11 I 4-\g)-"-s2__,.._+--~----<l-r--t---1 -, r - - -~ --j f----1--j f---1 r ---! ~~L_ A .lt----1--\-----tt-12 '-8" --------4---l-4' -----,;<---4' ----:1<--4' --+-3' -+---3'-4"-----; L/~ ~~ ,l<----6'-4" -----,1' Tier Layout SCALE 1/4"= 1'0" 0) 0 0 ~ N ..-w (:;) ~ I 0 0 a.. 0::: >- 1 0 en en 0> c -~ ~ 0 0.. 0 .c C1) c u 0 z 0 f= Cl 0> 0 0 N N 9 ..... ;... ~ II CO Cl ~ ~ 0::: .,.... l) Uj <it 0 u z (/) w ::::l !..... ....... en c 0 o:::O>IJ') 0') l) 8 0 ~ ,l) (/) ~· 0 ~ ~ .;, w £2 ,...._ ~ 0 C") 00 0 ~+--f---+----4 w :it Qj z 0 1-- 0 0 <{ 0::: w ~ w I I- ~ l) w .., 0 0::: Cl :> 1-co -ro 1..-W<OQl 0::: 0 """) f3. :i 0 f= Cl 0:: u (/) w 0 C1) z 0::: w ~ (_) 0 0 ~ z w .....J 0 ~ z w ::J l) Closure Plate Type 1 or pour t o Dens Board All Decking 1.5C22 Conform Side lap Ties (3) #10 TEK per 4' span I ,/ \__ ~ Closu re Plate Type 2 \ 6" Concrete Slab .. " 1.5C22 Conform Decking " ,____ 1-- 400 T 150-53 \ \ ,. r+- Tie Decking to Wall trac kwl Closure Plate Type 1 #10 TEK Screws or pour to Dens Board @ 16" c/c f\ '""~".\ Closure Plate Type 1 or pour to Dens Board \ . . I 6" Concrete Slab . ., I \ < .-., ' ' \ I\_""-1.5C22 Conform Deck ~ #6Screws " ng 400T 150-54 Non-Cumbustable Space ' ~ 400S 162 -5 4 r I--"' ~ ' 0, @ 16" c/c ""'--400S162-54 ~ @ 16"c/c ~ Stra p Bridging .... ""--400T 150-53 ATIACHWITH LOW VELOCI TY FASTEN R v 400T 150-53 v;145 DIA.1-1/4" PENETRP 10 ~~~ @ 32 " CIC TYPICAL ALL TR ACKS I I _L t: ~' ' ' Center Tiers Detail SCALE 1/2 "= 1 '0" Closure P late Type 1 or pour t o Dens Board 1 .5C22 Conform Decking 1 .5C2 2 Conf orm Decking 400S162-54 @ 16' clc 400T1 50-53 South Wall Detail North Wall Detail SCALE 1/2"= 1 '0" SCAL E 1/2"= 1'0" 4" Concrete Slab /7· 1.5C22 Conform Decking n ~ n n . n n " I \ \_ 600S162-54 @ 16" c/c ~ Existing 6" Stud Wall ~ Strap Bridging ~ Cont. Bracing 400S162-54 @ 16"clc 400T150-53 . ' Dens B oard Form {"\ ·' r+- v . I . ~ "' 0, V Closure Plate Type 1 or pour to Dens Board I""'-(3) Screws 6-1 6-518 HWH SD 1'---Existing 6" Stud Wall @ 16" c/c ~Cont. Bracing . I Closure Plate Type 3 #4 Nose Bar #4 L@ 12 " c/c 400S162-54 @ 16" ctc Wall Stair Detail SCAL E 1/2"= 1'0" en ~e ~ 0 ~ 0 ~=: ~ g~ N ~~ 8:;; ..--w ~~ -~ ('I') ~~ zx ~l!: 0 0 ,., 0~ ~~ 0"' ~~ z~ UJO @S~ -'" "e (l.. ~ 0::: >-0 Ill cr> 0 0 N N 0 I :;-,_; (/) It C'O 0> a.. ~ c t:! 0:: ·~ () ro w I... 0 _J 0 <( 0.. () z 0 (/) w .c (f) c 0 z :.;::::; 0 () f= :::J a.. I... ~ 0:: cr> L() Ol (/) 0 :!: c () 0 0 0 ~ 0 (/) ~ ' w L() Ol 0 C") r--:!: 0 --C") 00 0 w :it '- :> QJ 1-Ill iii ..--w <( 0 QJ 0:: 0 ' ..c 1- ~ (!!i2J -"¢ Screw to p (j) <D and Btm 0 ..-- 400$162-54 ~ E @ 16" c/c I... Strap Bridg ing Q) (l.. ........ (f) z N LL z 0 0 0::: f-w ..--> 0 (f) <( 0 z 0 <( 0 0 0::: f-0 w 0 0 f- <( w s w (f) z I z w f-0 _J .:...: f= (9 a.. () 0:: .:...: w ' () z 0 (/) w 0:: w ::J a.. 0 () r 6" Concrete Slab 1.5C22 Conform Decking I - I . 6" Concrete Slab 1.5C22 Conform Decking C, 1.5C22 Conform Decking / f 4" Concrete Slab 111" t .. ' ' h D .. n n n n n • t~ . ~,~.v~~~~~~~-~-~~~,~~~~~-~ :\ \_ 600S 162-54 '\__ (3) Screws #4 Nose Bar ~ . 1 \. @16" clc 6-16 -518 HWH SO ~~ 111.. t .. ·· ~ 7 ' I ~-.....__ -1 .5C22 Con orm Decking "-.. "'-J ~ r.-, .------------~.J....1---_--+--.. ~ '·'----#4 L@ 12" Jc "--Existing 6" "--Existing 6" +-: 1 . 1 . __/ Stud Wall ~u1d6~~~ J 1 (3) #4 Even Spacing < r t--Strap O,,~st rap Bri dging Non -C umbustable Space C _/ Bridging ~' #4L @ 12" cJc r--r--:-' "-I\ ~~ ,,~ ~~ t'-.... 400S162-54 I "---Strap Bndg1ng @ 16 .. cJc -, " 1\.'+-...... ~--"---400S 162-54 1\ v-400S 162-54 ~ @ 16"c/c @ 16" c/c v---400T 150-53 / / . . I (1\ No rt h W all Sta ir De tai l ~ SCALE 1/2"= 1'0" Type 1 1 0 Ga. C lo su re MAX NOSING RAD IUS OF Y:!'~tt ' ""~ ~ r ..-=IN 'o::t I Typ e 2 1 0 G a . Cl osure C one . C lo su re SCALE 1 "= 1 '0" GENE RA L NO TES 1. DESIGN DATA: DESIGN LIVE AND DEAD LOADS FLOOR LOAD L.L. = 100 PSF D.L. = 68 PSF 2 THE FOLLOWI NG CODES AND EDITIONS WHERE USED ·INTERNATIONAL RESIDENTIAL CODE (2003) -ACI BUILDING CODE (ACI 318-02) CO NCRETE 1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS . MIN IMUM STRENGTH : F'c = 5000 PSI AT 28 DAYS ALL CONCRETE USED IN SLABS SHALL CONTAIN 1-1/2 LB/C Y OF COLLATED, FIBRILLO..TED POLYPROPYLENE FIBERS (FIBER MESH) SLUMP : 4" ± 1" NO WATER SHALL BE ADDED ON SITE WHICH WILL INCREASE SLUMP TO ABOVE 5". CONCRETE TO BE MIXED PER ASTM C94 MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F. 2 . CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION . KEEP CONCRETE CONTI NUOUSLY MOIST FOR AT LEAST 7 DAYS USING A POLYETHYLENE FILM SECU I~ELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT. 3. PLACEMENT: PER ACI STANDARD 614 . STUDS IN INTERIOR FRAMING TO BE 400S162-54 GALV. (16-ga ), 50 ksi ASTM C645 "Specification for Design of Cold-Formed Steel Structural Members." I I I 0) 0 0 ~ N 'I'""" w -1-("") < I 0 0 a... 0::: >- 1 u co (/) 0> c '§ ro ..._ 0 a. 0 .!: U) c 0 z +=' 0 u F= ::::l 0... ..._ ...... C2 (/) c 0 0 C/) w I u 0 ::> I 'I'""" w 0:: ~ @2) .......... 'o::t 0) <D 0 'I'""" ~ E ..._ Q) a... ......... z 0 -1- 0 0 <t: 0:: w 1-<t: w I 1- .:...: 0 w ' 0 0:: 0... 0) 0 0 N 0 N ..- I ;.... ...: II ro 0... :2 N 0:: .._ 0 ..- w ....J 0 < 0 z C/) w 0) 0.0 Ol 0 0 ~ 0 0 ~ N .;, .._ Ol (") ,..... ~ .._ (") co 0 w ~ .... 2 1-co ro < 0 Q) 0 ' .c. 1- U) z 0::: w N > -<t: N u (/) 0 c 0 0 +=' 0 u Q) s U) z z w 0 _J F= (9 0... 0:: .:...: 0 z C/) w w ::J 0 0 D - c B - A 1 I 2 -- STRUCTURAL WOOD 1 . ALL WOOD MEMBERS SHALL BE HEM-FIR, 19% MAX MOISTURE CONTENT. MARKED BY A RECOGNIZED GRADING AGENCY 2 WOOD GRADES (UNLESS NOTED OTHERWISE): (A). FOR HORIZONTAL MEMBERS : JOIST AND RAFTERS BEAMS AND STRINGERS LEDGERS (B). FOR VERTICAL MEMBERS: 2x4 STUDS 2x6 AND LARGER STUDS POSTS AND T IMBE RS No . #1 No . #1 No . #1 CONSTRUCTION No . #2 No.#1 3 . CU TIING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITIED ONLY AS DETAILED OR APPROVED BY THE E NG INEER. 4 . UNLESS OTHERWISE SPECI FIED, ALL NAILING SHALL CONFORM TO THE LA TEST EDITION OF THE APPLICABLE CODE . 5. ALL NAILS SHALL BE STANDARD COMMON NAILS , UNLESS NOTED OTHERWISE. 6 . ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307 , GRADE A . 7 A LL SILLS OR PLATES REST ING ON CONCRETE OR MASONRY SHALL BE PR ESS UR E TREATED HEM-FIR. BOLTS SHALL E£ PLACED 9" FROM END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED. B. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS . ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAM ETER LARGER THAN NORMAL B OLT DIAM ETE R. 9. ALL FRAM ING HARDWARE SHALL BE AS MANUFACTURED BY "SI MPSON COMPANY" OR ENGINEER APPROVED EQUAL. 10. PROVIDE DOUBLE JOIST UNDE R ALL PARALLEL PARTITIONS . 11 . PROVIDE BLOCKING OR BR IDGING PER LA TEST ADDITION OF THE U .B .C . 12 . TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2 x #2 (SAME WIDTH AS STUDS), UNLESS NOTED OTf<ERWISE , LAP ;<J" (M I NIMUM) WITH NOT LESS THAN 6 -16d NAILS EACH LAP AND NOT ~:':'RE THAN 12" BETWEEN NAILS. • MINIMUM NAILING SCHEDULE COMMON NAILS AR E ASSUMED IN THE FOLLOWING SCHEDULE : JOIST TO SILL OR GIRDER TOE NAIL ......................................................................... 3-8d % ___./ BRIDGING TO JOIST, TOE NAIL EACH E ND........... ...... .... ............. ...... ................. 2-8d / 1 x 6 SU B FLOOR OR LESS TO EACH JOIST. FACE NAIL......................................... 2 -8d WIDER THAN 1 x 6 SUB FLOOR OR LESS TO EACH JOIST.FACE NAIL.................. 3-8d SOLE PLATE TO JOIST OR BLOCK ING,TYPICAL FACE NAILS .................................. 16d@ 16" de SOLE PLATE TO JOIST OR BLOCKING AT BRAC E D WALL PAN ELS .... .... 3-16d@ 16" de SOLE PLATE TO JOIST OR BLOCK ING, TYPICAL FACE NAIL .................................. 16d@ 16'' o.e. TOP PLATE TO STUD, END NAIL ............................................................................. 2 -16d ST UD TO SOLE PLATE ....................... .. ........................................ 4-8d TOE NAIL OR 2-16d END NAI L DOUBLE STUDS, FACE NAIL ...... .......... .. .. ..... ... ........ ......... 16d@ 24" oe. DOUBLE T OP PLATE. TYPICAL FACE NAI L ..................................................................................................... 16d@ 16" o.e. DOUBLE TOP PLATE, LAP SPLICE ............................................................................... 8 -16d BLOCK ING BETWEEN JOIST DR RAFTERS TO TOP PLATE T OENAI L.. 3-Bd RIM JOIST TO TOP PLATE . TOE NAIL .......... ............................................................... 8d@ 6" o .e. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL ....................................................................................... 2 -16d CEILING JO IST TO PLATE , TOE NAIL ......................................................................... 3-Bd CEILING JO IS T , LAPS OVER PATRONS , FACE NAI L ............................................... 3 -16d CEILING JO IST TO PARALLEL RAFTERS, FACE NAIL ................................................ 3 -16d CONTINUOUS HEADER TO STUD, TOENAIL ............................................................... 4 -8d CONTINUOUS HEADER, TWO PIECES ...... . .... . 16d@ 16" o .e. ALO NG EACH EDGE RAFTERS TO PLATE TOE NAIL .................................................................................... 3-8d RAFTERS TO RIDGE BOARD TOE NAIL ................... .................................................. 3-8d 1" BRACE T O EACH STUD PLATE , FACE NAIL .......................................................... 2 -8d 1" x 8 S HEATHING OR LESS BE ARING , FAC E NAIL ........ . 2-8d 1" x 8 SHEATHING OR LESS BEARING . FACE NAIL .................................................. 2 -8d WIDER THAN 1" x 8 SHEATH ING OR LESS BEARING, FACE NAIL ........................... 3-8d BUILT-UP CORNER STUDS ................... ....... ............. ...... . . ....... 16d@ 2 4" o.c. BUILT-UP GIRDER AND BEAM S.. .. .......................................... 20d@ 24 " o.c.@ TOP AND BOTIOM AND STAGGERED 2-20d@ E NDS AND@ EACH SPLICE FLOOR PLYWOOD SHEATHING f'.fl.. 1- PLYWOOD SHEATH ING SHALL BE APA G RADE-TRADEMARKED C-D, EXPOSURE 1 . FLOOR DIAPHRAGMS SHALL BE 3/4", APA RATED STURD I-FLOOR , 24" o .e. PLAC ED WITH 8'-0" DIMENSION PERPENDICULAR TO T HE JOIST SPAN. END JOINTS SHAL L BE STAGGERED . ATIACH PLYWOOD WITH APA GLUE AND AT EDGES NAIL WITH 8d NAILS AT6" o .e. AND AT INTERMEDIATE SUPPORTS WITH 6d NAi l S AT 10" o .e. SHEATH ING SHALL BET & G. ROOF PLYWOOD SHEATHING PLYWOOD SHEATH ING SHALL BE APA GRADE-TRADEMARKED C-D, EXPOSURE 1. RO OF D IAPHRAGMS SHALL BE 5/8", APA RATED SHEA TH ING, 40120 PLACED WITH 8'-0" DIMENSION PERPENDICULAR TO THE JOIST, RAFTER OR TRUSS SPAN . EN D JOINT S SHALL BE STAGGERED . ATIACH P LYWOOD AT EDGES WITH 8d NAILS AT 6 " o .e. AND AT INTERMEDIATE SUPPORTS WITH Bd NAILS I.T 12" o .c SHEATHING SHALL BET & G OR PROVIDE PLYCLIPS MIDWAY BETWEEN RAFTERS AT UNSUPPORTED EDGES. EXTERIOR WALL PLYWOOD SHEATHING 1 f,fZ ' PLYWOOD SHEATHING SHALL BE APA GRADE-TRADEMARKED C-D, EXPOSURE 1. SHEATH ALL EXTERIOR WALLS WITH 112", APA RATED PLYWOOD HEATHING , 2010 WITH 8'-0'' DIMENSION VERTICAL BLOCK ALL EDGES . END JOINTS SHALL BE STAGGERED STUDS SHALL BE 16" o .c. ATIACH PLYWOOD WITH 8d NAILS AT6" o .c . AND AT INTERM EDIATE SUPPORTS WITH BdAT 12" o .c. APPROVED SUBJEcr TO NOTED EXCEPTIONS & lNSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT n.a..Mih1 By !CHi FIELD COPY No INSPECTION WITHOUT TIIESE PLANS ON SITE peg.. of • ' + ' I V :ORM NEW WALL S FLUSH TO EX TENTS OF NEW SLAB NEW 3}S" CONCRE TE SLAB ON 1 5c 24ga DECK INSTALL POUR STOP AS NEEDED FOR SLAB CLOSURE ~ ~ n ~ ~ ~ ~ 'ANGLE IRON L4x6x71 6" ANG LE IRON_/' • • I 3 I I I I I ~J ~-.~ ~u1-----------9'-4t" ----------..1' ' PER ARCHITECT : SPRI N~ CANOPY AS REQU IRED BY SECTION 903 .1.1 NFPA 13 OF TH E 20031NTER NATIONAL BUILDING CODE - - - r 6" METAL STUDS I @ 16 "dr. BRACE SECTION Scale: 112"-1'-0 "6x6-<!EAVY TIMBER COLUMN-----t SIMPSON ABU 66 BASE ANCHORED INTO FOOTER w / (2) o/a"0x 10" BOLTS-----... 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