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Home My WebLink AboutApplication - PermitGarfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970-945-8212 Fax: 970-384 -3470 Inspection Line : 970-384 -5003 Building Permit No. /1250 Parcel No: 2185-033-00-034 Locality: Glenwood Caverns Job Address: 219 Rosebud (top of Iron Mtn), GWS Use of Building: ___ Remodel 3rd floor banquet room to laser tag attracti~~ __ Owner: POW, Inc Contractor: Glenwood Canverns ------- Fees: Plan Check: $ 486 .69 Septic: --- Bldg Permit: $ 748 .75 Other Fees : Total Fees: $ 1,235.44 Clerk: Date: 2 3 4 5 6 7 8 9 10 II GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 40 1, Glenwood Springs, Co 81601 Phone: 970-945-82 12 I Fax: 970-384 -3470 I Inspection Line: 970-384 -5003 v>lww. garfield-county. com Parcel No: (this in fonnation is available at the assessors office 970-945-9134) Use o f Building : Desc ri be Wo rk: Class o f Work: oNew Alteration o Ad d it ion Garage: Septi c: o Attached o Detached oiSDS No. ofFloors: 12 Ov.'Ile rs va lu ation of Work: s 7:>Db0 NOTICE Au thority. This application for a Building Permit must be signed by the Owner of the property, descri bed above, or an authori zed agent If the signature below is not that of the Owner , a separate lener of authority, signed by the Owner, must be pro,~ded with this Appli cation. Lega l A <tess , A Building Permit cannot be issu ed without proof oflegal and adequate access to the property for pwposes of inspections by the Building Department. O ther P ermiu. Multiple separate permits may be required : (I) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/Road Access or a State Wastewater Discharge Permit Void PermiL A Building Permit becom es null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement CERTIFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submined by me or on my behal f(submittals), based upon my certification as to accuracy. Assuming completeness of the subminals and approval of this Application, a Building Permit will be issued granting p ermission 10 me, as Owner, to construet the structure(s) and faci li tiec detailed on the submittals reviewed by the Building Department In conside1'11tion of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Cod e, ISDS regulations and applicable land use regulations (County Regulati on(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of th e structure(s) and facility(ies), described above, are not in compli ance with County Regulation(s) or any other appl icable law. I hereby grant permission to the Building Department to enter the property, descri bed above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (I ) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or u se of the structure{s) or facility(ies) ifsucb is in violation of County Regulation(s) or any other applicable law. Review of this Appli cation, including submittals, and inspections of the work by the Building Deparlment do not constitute an acceptance of responsi bility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest "''th me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND ERST AND THE NOTICE & CERT IF I CATION ABOVE: O WNER S S I GNA TURE STAFF USE ONLY S pec ial Co nditions: 4: t" P' t'' . X ~ ~5' 01') ~ (<136 t211J7 .. ~ 7 A djust ed Va lu ati on : Plan Check Fe e: P ermit Fee: Man u h ome F ee: Mis e F ee s: ~~ ~-fA 14~,15 I SDS Fee: Tot a l Fees : F e es Paid: Ba lance Due: .!!f.&! & Issue Dat e : ISDS No & Iss u ed Da t e: tQ~£.44 LR3 .2 l ll?2. .~) /_;Z_?o 2 ·1. 3,09 S etba cks : OC C Group: Cons t T ype: Zo ni o~ B~En . I AP PRO~~ DATE tf./[-;/0:J. PL\~~. ~~~~ APPROVAL DATE The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and fini s hed walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls fmished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e . weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. Bapplicationdecember2007 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade 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. I 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 in compliance with the 2003 IBC, IPC, IMC , IFGC , and IFC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 1 06.2) 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 N /vt -R~OO}\.... c£.._')(~~-~0-~'-l>b-- 2 . Does the site plan when applicable include the location ofthe I.S.D.S . (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes Not necessary for this project X • 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes _:j._ 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this project ')( 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes--X-Not necessary for this project. __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the building code or per stamped engineered design? Yes __ Not necessary for this project__y_ 2 7 . If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes __ Not necessary for this project----X- 8 . Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes __ Not necessary for project----X- 9. Do the plans indicate the size and location of the ventilati on openings for the attic, roof joist spaces and soffits? Yes __ Not necessary for this project__){_ 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes __ Not necessary for this project___)(_ 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes __ Not necessary for this project____){_ 12 . Does the plan include a building section drawing indicating foundation , @Joor, and roof construction? Yes----$_ Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes __ Not necessary for this project__j(_ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes __ Not necessary for this project ---X- 15 . Does the building section drawing or other detail include the method of positive connection of all columns and beams? , Yes __ Not necessary for this projectl 16 . Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes __ Not necessary for this project---X- 3 17. Does the plan include any stove or z ero clearance fireplace planned for installation including make and model and Colorado Phase II certifications ~ Phase II EPA certification? Yes __ Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes __ Not n e cessary for this project-X- 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 IBC or IRC? Yes __ Not necessary for this project---t.- 20 . Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes __ Not necessary for this project-----X- 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 __ Not necessary for this project---X- 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes __ No Not necessary for this project+ 23 . Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes~ Not necessary for this project __ _ 24. Does the plan indicate the quantity, form , use and storage of any hazardous materials that may be in use in this building? Yes __ Not necessary for this project---A._ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes __ Not necessary for this project_;(_ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, faciliti e s for both sexes? Yes+ Not necessary for this project __ 4 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes'---4 Not necessary for this project __ 28. Have two f~) complete sets of construction drawings been submitted with the application? Yes~ 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes~ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Gield County Building Department? Yes 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lx..s see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes4- 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+ 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final ~spection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes* 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes~ 5 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+ 38 . Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can cczy tact the Road & Bridge Department at 625 -8601. See Phone book for other agencies Yes---1\:-- 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes-&_ 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to submittal of the building perm~pplication? Your attention in this is appreciated. Yes 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes+ (Please check with the building department about this requirement) 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 X quired to obtain a grading permit? Yes__ Not necessary for this project 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 1 0 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. Yes ~ Not Necessary for this project ____ _ 44. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes ----- 6 I hereby acknowledge that I have d, understand, and answered these questions to the best of my ability. Signature Date Phone: Cj ]0 h 1<0 "]I.'J#ays); q]o 4tL~11'L (evenings) ProjectName: &uz.__,JwQ.?O Q~~'> -L4~4i(LIA-&-- Project Address: "lo~ oE --rl?-Afl'\ l 51 DOD...-v<Jo f2.-:R-J"Ut.-fL Gws L ~ J Note: On any of these questions you may be required to provide this information. If required information is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A . The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C . Delay in proceeding with construction. BpcommDec2007 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 JRC, IBC, IFGC, JMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 1 OOPSF 900 I to lOOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-10 beTow grade, R-19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-10 below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. 1-'L·hruar y 12, 20 09 GARCO BUILDI NG DEPARTM EN T And rew Sc h\\·a ll er. Buildin g Offi c ial I OX Eig ht Stree t. Suit e 401 Glenwood Sp rin gs , CO 8160 I Re: (ilenwood Caverns Adve nture Park I ns .:.:r Ta g. A re na And y. D av id !I aute r \ r l ' h i t '-' l ' t. I n t·. 101 Maple Suee t Glenwood Springs , CO 8160 1 Pho ne 970 92 8-79 18 Laser tag is d e fin ed as a tea m or individual sport where pla ye rs attempt to sco re point s by e ngag in g targets, typicall y with a hand ·he ld infr a red-emitting targeting dev ic e. lnf'rar ed -se n s iti,·e targe ts a re worn by eac h pla ye r in which the ga me is playe d. The actua l tr a nsmittin g eleme nt o f th e la ser tag gea r is a n infra -red Li ght Emitt in g Diode similar to th ose use d in hou se ho ld remote con trol s. Th e co mputeri z ed targeting device use d by a pla yer commonly em it s a brief infra red bea m whi ch curr ies an id entifyin g sig na l, a nd the tar ge t(s) record th e signa l whe n th ey are hit by the bea m . T he targe tin g de v ice a lso hou ses a v is ible la se r to ass ist th e player in a imin g. La s er tag re li cs on a co mput<.:ri z cd con tr ol sys te m. The comp ut e r sys tem provides sco re trackin g as we ll as e nfor c ing som e rul es. l.a sc r ta g req uires s peciali ze d, sturdy electronics, co mputin g powe r and uniqt11.: so ftwar e for sc ori ng. Propri e tary equipment i s crea ted by a numb er o f nwnufadurc rs. l .asc r tag is popular with a wid e ran ge of ages a nd is pl ayed ind oo rs us in g no pmject ilc s. and th e rule s prohibit running or ro ughh ous in g . Th e propose d la ser tag in sta ll a ti o n has been de s ig ned a nd a ll equipment \Viii be pro v id e d by f./\ZE R R UNNE R LASER T/\G SYSTEMS , a compa ny whi ch ha s ins tall ed ove r 500 in sta llati on s wor khvide . Lc.ve r Runn e r l .ase r Ta g Sys tems has a ss isted in th e (kvd op me nt o f lase r tag e quipm en t and is prov idin g gu idance to us in the des ig n pro cess in c lu di ng fo ll ow thro ugh w ith o ngo in g tec hni ca l s upp o rt to th e owners. Thi s is not a fran chi s e. but an owne r O\vncd a nd operat ed <lttracti o n locate d in th e Upp e r Terminal Buildin g whi c h \Viii beco me a part o f the ove rall park ex perience which o tTers fam il y o ri e nt ed en tertainment and a ttract io ns to its gues ts. • I OCCUPANCY- Under the 2003 IBC the proposed use is a special amusement having an occupant load less than 50 that needs to comply with the requirements for Special Amusement Group B Occupancy. The proposed occupancy is part of a non-separated mixed-usc building which is equipped with an automatic tire detection and sprinkler system in accordance with Section 907. It occupy's I ,560 s.f. on the upper tloor in a space previously used as a banquet room. ACCESSIDILJITY- The Laser Tag Arena and all its features is located all on one level and accessed on the existing interior circulation path which includes a wheelchair platform lift. EXITS- The attached layout provides for unobstructed aisles leading to exits in accordance with the 2003 IBC. All exit signage and additional approved directional exit markings shall be installed as required by the Building or Fire Department. EMERGENCY LIGHTING- The aisles within the Laser Tag Arena will be provided with emergency lighting as required in the 2003 IBC. It is noted that low-level exit signs and directional path markings may be required pending a complete review of the arena furnishings by the Building & Fire Department. This review is necessary in order to insure that the path of egress is fully visible in an emergency per the requirements of sec. 411. 7. EMERGENCY ALARM SYSTEM- The building is protected by emergency alarm systems in accordance with the 2003 IBC. SAFETY- The arena will be built with traditional materials ten· interior fi1rnishing with no sharp corners and designed f(lr safety and low maintenance. The special effects are achieved mainly through the 2 use of brilliant color !rom paints that glow under black lights. Allllarnmablc decorative materials shall be in compliance with the International Fire Code. FINISHES & MATERIALS- All materials and interior tinishes shall meet the requirements lor Class A in accordance with Section X03.1 PLANS & SPECIFICATIONS The architectural plans are attached indicating very little alteration of the existing interior and no structural modifications required to accommodate the new use. The LAZER RUNNER LASER TAG SYSTEMS plans and specitications arc attached and provide the detailed information regarding the interior reorganization along with technical data sheets for your review and comment. Also, I am providing you the name of a Fire Marshal who worked with LAZER RUNNER LASER TAU SYSTEMS recently in the construction of a similar Laser Tag facility in Lowell, Arkansas. Mark Trollinger, fire Marshall Lowell Fire Department Office Phone: ( 4 79) 770-0166 ext. 27 Cell: (479) 841-9112 In summary the attached is submitted pursuant obtaining a building permit tor the Laser Tag Arena as described above. Please call me to review this permit application and whether the information provided is sufficient for a complete application and the issuance of a building permit. I I I I ILBimllllllll VIEW OF SALOON FROM ENTERANCE DOOR WESTERN THEME PALASADES !\-tALL N"EWYORK, NY COULMNS FOR ARCH CRATES BARRELLS "KOTE BY MOVING DOORWAY, THIS PREVENTS ENTRANCE INTO THE ARENA UNLESS THROUGH THE BRIEF I VEST ROOM GLENWOODCAVERNSARENA LAYOUT SUGGESTION FOR BREIFING VESTING ARENA VEST RACKS HITCHING POST 6' 4' MDOVINI LEITERIN 'L G I I. SBBBIFF J _.. ~ "' v-- RTECH 4" X 4" TIMBE POST BEVELED ED GE / / 314" Tl-11 OK 4" GROOVE MOUNTED DIREC1L Y TO FINISHED FLOOR W1FELT UNDERLAYMENT VAPOR BARRIER /"---- ' A /Y / TAP-CON SCREW i\NCHORED TO FINISHED FLOOR II IIIII ~ TYPICALAWNING DETAIL ALL MATERIAL FIRE TREATED CLEAR FIRE RET ARDENT WOOD TREATMENT (INTERIOR WATER PENETRABLE MATERIALS) FIRE RETARDANT LATEX PAINT ADDITIVE (EXTERIOR WATER PENETRATABLE MATERIALS) Jl WATER lROUGH OBSTACLE 3' • DOORS FOR SALOON 24" ----("'- 40" ~ i: 2" FRAME TOP CAP 12" I--- TAP-CON SCREW ANCHORED TO FINISHED FLOOR 2" xs·· 30" MOUNT 72" 1"X2"FRAME v 112" LOWERS 45DERGREE ANGLE 24' 1'' SPACE 3/8'' CD 1/2" MDF ILIIIIII CIVIIII TYPICAL PROP DETAIL ALL MATERIAL FffiE TREATED 24" ' 24" 12" / TOP CAP LEDGER 1 'X 2" IJ'.<'TERIOR FRAME 2'X 4" INTEIUOR FRAME TAP-CON SCREW ANCHORED TO FINISHED FLOOR CLEAR FIRE RETARDENT WOOD TREATMENT (INTERIOR WATER PENETRABLE MATERIALS) FIRE RETARDANT LATEX PAINT ADDITIVE (EXTERIOR WATER PENETRATABLE .MATERIALS) 42" 7' 6" ~ ' I BAR CONS1RUC1ED OF MDF ' v ~ I REVERSE SIDE COVERED 24" 3/4" PLYWOOD TOP AND REVERSE SIDE COVER ' TAP-CON SCREW ANCHORED TO FINISHED FLOOR MilliS TYPICAL SALOON BAR DETAIL ALL MATERIAL FIRE TREATED CLEAR FIRE RET ARDENT WOOD TREATMENT (INTERIOR WATER PENETRABLE MATERIALS) FIRE RETARDANT LATEX PAINT ADDITIVE (EXTERIOR WATER PENETRATABLE MATERIALS) Appleby+ laccetti ARCHITECTS,INC. Mike DeStafney 1800 PeachtreeStreet, Suite 430 Atlanta , GA 30309 ph. :404.603.9288 fax:404.603.9286 Per our interpretation of the life Safety Code, the Laser Tag obstacles are considered "Contents and Furnishings" and not a component of the building itself (Section 3.3.36) and should only be required to be flame resistant in accordance with Section 10.3. This would mean that finishing the obstacles with il class A orB fire retardant paint would comply with code, as it appears no variance should be required. Flame Guard Flame Spread Paint Additive Flame spread classes, roofing classes and fire hourly ratings are confusing terms and they sometimes get misused. Flame spread ratings/classes are based on the ASTM E-84/UL 723 "Test for Surface Burning Characteristics of Building Materials." This test measures the relative rate at which flame spreads over a given surface and the degree of smoke development and toxicity. Class ratings and their associated flame spread ratings are: Class Flame spread Class "A" or 1: 0-25 Class "B" or II: 26-75 Class "C" or Ill: 76-200 Remember, this rating applies only to a specific single component such as a paint film, wall covering or some other single piece of material. Hourly ratings are based on ASTM E-119 "Fire Tests of Building Materials." Hourly Ratings are assigned only to complete assemblies, of structural materials for buildings, including walls, floors, doors, ceilings, roofs, etc. It's vital to know that the hourly ratings have no reference whatsoever to real-time hours in an actual fire and they are NOT assigned to any one single component of a complete assembly such as a paint coating, wall covering or other single building material. Simply put, there is no such thing as a paint coating, additive or treatment that can be applied to any and all wall or ceiling configurations which will give a 1, 2 or 3 hour rating. Paint related fire treatment products offer several advantages over untreated wood and other combustible materials, they do not ignite or contribute to the spread of flame and some, Intumescent coatings, will insulate the surface from the heat for a short period of time by swelling up and expanding when exposed to flame, producing a heat resistant charred surface. Hy-Tech offers these "Solutions" Flame Guard Additive: A powder additive for interior latex paint. This fire retardant paint additive can be added to any interior latex paint for a Class "A" or Class "B" fire rating. Flame Guard is an approved class "A"or "B" flame spread paint additive treatment that makes paint form a burn-resistant surface insulating the substrate from the flame, thus slowing flame spread. Fire resistant Flame Guard, when used as directed, reduces the flame spread rate of combustible materials typical construction. Once added to interior ( flat only ) latex paint, Flame Guard does not adversely affect the color, spread rate, or curing time of the paint or coating. Flame Guard is a cost effective solution for providing a burn-resistant, insulating surface. Benefits -Features: Flame Guard tire resistant additive for paint z-Hv·TEcH . c . 1,:: Insulating Additive for Paint Insulating House Paints Fire Retardant Pai nt~;;t Additives Insulating Roof Coatings Clear Sealers Waterproofing Specialty Coatings Sundries/Supplies How These Products Work i ,, .. ,,, .. ,., .. --,, \\. Prices/Ordering Shipping International Sales Contact Info Home Site Map Translate I i SpAcE AqE lr'i'iiJIA rirvq CtRA..wic Addirivn "'Ion PAiNT *Gi.Nin>vqs *CoMposiTH : '-,_1, ,I,:,:;: ·. :. ·,, ·.· ' Paint Additive makes paint Fire Resistant Flame Guard Fire Resistant Paint Additive Protect Your Property and Family ·1 Flame Guard rM is an approved class "A"or "B" flame ,~,·!~,')JJ:; spread paint additive treatment that forms a burn-resistant ( · .. 1/ .,, j .... J -~ surface insulating the substrate from the flame, thus ·---....... ~-..... slowing flame spread. ·-·- Fire retarding Flame Guard, when used as directed, reduces the flame spread rate of combustible interiors in structures such as animal shelters, grain bins, schools, ..-....... ···-. -. .- hospitals, nursing homes, daycare's, churches, as well as private dwellings. Once added to latex paint, Flame Guard does not ··---- adversely affect the color, spread rate, or curing time of the paint or coating. Flame Guard is a cost effective solution for providing a burn-resistant, insulating surface. Benefits-Features: • Granular, easy-to mix form • Lasts as long as the paint • Economical -easy to use • Works in any Interior Latex Paint • Disposable, environmentally friendly packaging Use FLAME GUARD Fire Resistant Additive * In any Hy-Tech Insulating paint, * In your own paint *With or without Hy-Tech Insulating Additive! Flzune Guard is pack.:t~Jed in 6 oz pack:-1gt~s. $HJ.OO Per Packa9e. 1 Pac.ka!Jn per u<~!lon •Jf ~atex paint:._: "C!,:E;.s H' 'fiH~ latinq 2 P.lGkJ!)H!-;i per 1p1!nn oi' p<1ldt. ·.~ ''CL1ss /1.'-ftnJ ':1tu1q_ >~pe~·i,11 http://www.hytechceramics.com/flameguard.html Page I of 2 I - 2/4/2009 Flame Guard tire resistant additive tor paint ... discounted priung is dVailable for ~;cllool~.;. nursing homes <ltHl othr~r r.rmutJef('i,"ll -1pplic<ltiou~.;. ConL:u~t oor officr: for pr!cinq See Also: Flame Resist: Clear water-like spray on liquid for wood, fabric and paper .'i~.-'''1 F,,~ /'-AJ,,,.,~ • ..., ... ~//~~ ,... ••• ,., >AHI'E, p, .. ~411 ·--~~f,._, ...... ~~~_ .. ·---~ HY-TECH We Provide the Solutions You Just Need to Apply Them! rr· ·<·r·····~ .,._., •. 'j] , ~.f ~~Lt-.-~;_~\--~, HOME Contact Us SITE MAP Insulating Paint Arlditive Insulating Paint List Pagel oil Flcune Petan1ants Painting Supplies Paint Calculator FAQ's How To [*ORDER HERE*] TDP-fl) Copyright ©2002 f ly'r>•:hct.•f :-li111CS co1n All Rights Reserved Add us to your F ~vontes list' http://www.hytechceramics.comlflameguard.html 2/4/2009 Flame Shield Material Safety Data Material Identification FRELO FLAME SHIELD Product Name: H Y ~TECH Flame Shield Ingredients & Occupational Exposure Limits Flame Shit•ld si!it·atc of soda, Polypropylene C.ilycol (less than 1/2 of I o/r) Sodium ~kthylsil,ulOI:tte proprict<ll")' material NOTE: Docs ~ontain Alkalis, whit:h in tum present the usual huzan.ls to eyes and skin; although the psychologiL'<il effects arc usually more unpleasant. PhysiL·al Data: Boiling point: 212 degrees F Specific Gravity: 1.25 Solubility in water: I 0( I 'if, pH: H~ I 0 Appearance & Odor: Colorless with no odor Fire and Exploding Data Flash Point: None (0) Plammable l.imits: Non-Flammable Extinguishing Media: Non-Combustible Usual Fire & Explosion Hazards: Non-Combustible Reactivity Data Stability Polymerization Stable under normal conditions A void conditions below I 0 degrees: Hazardous Polymerization will not occur Chemical incompatibilities Avoid using products with acids and brine. Product will solidify when mixed with these substances Hazardous Decomposition of By-Products: Becomes sharp and abrasive Health Hazard Routes of Entry: Inhalation and Ingestion Signs & symptoms of exposure: I. Minor irritation of mucus membrane 2. Skin Moderate irritations: ~:auses dryness 3. Eyes: May cause eyes to bum 4. Digestion: Causes upset of gastrointestinal tract First Aid Inhalation: Get person to fresh air Skin: Wash with soap and water Eyes: Flush with plenty of water fur 15 minutes Digestion: Do not indLK'e vomiting -Give large volumes of water or milk, if available Spill. Leak or Disposal Procedures Spill I Leak: Contain by Diking: Vacuum, soak-up remaining with inert absorbent range; sand or other absorptive materials place in containers to await proper disposal; Jlush area with water to remove final traces \Vaste Disposal Method: Re-use spilled materials if possible; otherwise dispose in accordance with all federal, state and local regulations Handling and Storing: Store In aluminum metal tanks; steel, concrete or plastic may be used·, shipments are made in plastic pails and 55 gallon drums. lly~Tech Thermal Solutions, LLC-P.O. !lox 216 Melbourne, Fl 32902 PH: Toll Free I ~866~649~8324-www.hytechsales.corn ~)Hv·TECH Hy-Tech Flame Resist Flame Retardant Coating ''--/ THE~'I·I""I.. :OLUT Qr. S "'\ ,\.\\ il'<"llllolog.l .'--pinnll ('lllrljl;lll_l·• USES LIMITATIONS Flanlt' HL·:..i .... t is a revolutionary-!lame pruoting made with 100% natural ingredients, unlike other products. It is clear, waterbase, non-toxic, non-allergenic. odorless and l'JWironmcntally friendly. liY -TE( 'H l"'aml' l-t~,~ht has hnd limited worldwide usc for over 20 years and has been tested by independent laboratories and major universities for public use. IIY -TE(_ 'II Flanu• H.t':-.ist is easy to usc and environmentally safe for all members of the home or office. Easy to apply and fast drying. Odorless, Non-<.:onductive, Non-corrosive, Contains no sulfates, Contains no asbestos or other related materials, Docs not attract insects, rodents or other deters their mercury. Surface Preparation Surfaces must be clean and free of dirt, mildew, grease, excess chalk, loose or scaling paint. Application: Apply a full generous coats by brush, roller or spray gun. Roller: 3/8"-1/2" nap depending on surface texture. Spray: Tip size .015-.017 pump size I Gal per Min. Avoid over spreading. Do not thin or add other paints or solvents. Clean rollers and other Before you start.lind out how to protect yourself by contacting the U.S. EPNLcad Information Hotline at I-S00-424-LEAIJ(5.123) ur log on to 11 11 'I ,·p L!'• <I :.·.td" KEEP OUT OF REACH OF CHILDREN-DO NOT TAKE INTERNALLY USE WITH ADEQUATE VENTILATION. Avoid prolonged or rcpcatc::d contact with skin and breathing of vapors or spray mist. Coatings should only he applied when ventilation is If there is not adc4uatc ventilation, applicators should wear rcspirawr protel·tion approved by ' statements made on i arc true <llTUrate · 1 i and materials. worlo;manship. weather, cnnstnu.:tion cquipmcnl, quality of materiaL~ and other variables affecting rc.<.ults arc all beyond our con!rol, Hy-Tcch Thermal Solutions. LLC. docs not make any warranty of merchantability or fitness for any purpose or any other warranty, guarantee or representation, express or implied. concerning this material cxcept!hat it conforms to Hy-Tcch'.~ quality control.~tandards. Any liability \l·hat~oe\'CT of Hy-Tech Thermal Solutions, LLC. to the huycr or user of this pnxluct i.~ li111itcd to the pun.:ha~l'r's co.<.t of the product it.\elf. Rev fi.Vt .'i/2LKlJ li!lcf!!t~ The ProfeJSional Choice~ TECHNICAL DATA SHEET Product: Wildfire Luminescent Paints Originally developed for the scenic studios of Hollywood, to create dramatic visual effects for film, television and amusement parks. Wildfire Luminescent Paints have become the standard of quality for the visual effects professional. All visible paint colors appear bright under ordinary light and fluoresce brilliantly under blacklight, while the invisible paint colors will appear white under ordinary lighting changing to bright glowing colors when blacklight is applied. All Wildfire Luminescent Paints dry quickly to a smooth matte finish that is water resistant and flexible. Products Included: Brilliant Yellow (PNT-144), Deep Yellow (PNT-145), Bright Orange (PNT-140), Bright Red (PNT-141), Hot Pink (PNT-142), Magenta (PNT-147), Deep Blue, (PNT-146), Deep Violet (PNT-139), Bright Green (PNT-143), Optical White (PNT-191), Invisible Red (PNT-287), Invisible Green (PNT-297), Invisible Orange (PNT-201), Invisible Yellow (PNT-203), Invisible Blue (PNT-192), Invisible Blue Clear Coat (PNT-245), Glow Green (PNT-202), Inhibitor Sealer Gloss (PNT-9g9), Inhibitor Sealer Matte (PNT-998) What Makes Wildfire Luminescent Paints Different? Easy Application Wildfire Luminescent Paint applies like ordinary latex paint. You can successfully apply it by brushing rolling or spraying. Because it's water base, cleanup is simple and there's no irritating odor. Non-Toxic Wildfire Luminescent Paint colors are water base and non-hazardous. They contain no lead, mercury or other toxic ingredients. The absence of harmful solvents makes Wildfire UV paints easy and safe to use. Color Balanced Formulations All Wildfire Luminescent Paints are manufactured using a special color balanced process ensuring that the colors won't shift when switching from ordinary white lighting to blacklight. High Pigment Concentration The amount of pigment used in the manufacturing of paint determines how vibrant and rich the color will be. Wildfire Luminescent Paints feature the highest pigment concentration of any UV sensitive fluorescent paint available. Creating deep rich colors with maximum brilliance under blacklight. Where to Use: Ideal for use on any properly prepared interior surface, including canvas, paper, plaster, metal, wood, plastic, masonry, fabric or any non-slick, non-oily substrate 1 TECHNICAL DATA SHEET Surface Preparation: Follow standard practices and procedures for properly preparing surfaces for the application of water base latex paints. Surfaces must be free of dirt, oil and grease Remove all loose, flaking or chalking surfaces. Do not apply over slick or glossy surfaces. Prime surfaces with white non- fluorescent 100% acrylic latex primer and allow to dry completely. Application Methods: Wildfire Luminescent Paint can be brushed rolled or sprayed onto any paintable, properly primed, interior surface. Always test the product before beginning a project. Do not store or apply in temperatures below 58°F/14°C. Stir well before use. To thin use water or water base fire retardant DO NOT THIN MORE THAN 40%. Over thinning will result in loss of hide and cause paint to run. For maximum brilliance under blacklight always apply Wildfire Luminescent Paint over a white non-fluorescent background. When applying to fabric cut back paint by 15% with artists gel medium to increase flexibility. To achieve the best effect always spray Wildfire Luminescent Paints whenever possible applying multiple thin coats as opposed to one heavy coat. Intermixing Colors: Wildfire Luminescent Paints can be intermixed to create earth tones and other intermediate colors that glow. For example, combining equal parts of Deep Violet and Brilliant Yellow produces a warm brown. Add more Brilliant Yellow and the color becomes a dark beige. Add more Deep Violet and the color becomes a burnt umber now add a small amount of the burnt umber to Optical White and you've created a very light beige Always mix Wildfire Luminescent Paints under blacklight to insure color accuracy. With Wildfire Luminescent Paints you are not limited to the fluorescent palette alone virtually every other color can be created through simple intermixing. Creating Depth: By intermixing Wildfire Luminescent Paints with other non-fluorescent water base acrylic paints you can create different levels of brightness under black light allowing you to achieve an impressive degree of dimensionality. For example, to paint a glowing orange balloon on a two- dimensional surface, spray the front of the balloon with Wildfire Bright Orange Paint. Then intermix Wildfire Bright Orange with 15% non-fluorescent water base acrylic orange. The result is an orange, which is not as bright under blacklight as straight Wildfire Bright Orange. Blend this color to shade back the edges of the balloon. Lastly mist Wildfire Optical White on the front side of the balloon and spray a harder curved line indicating the highlight. You have now created a balloon that truly looks round under black light. Creating Color Shift: By intermixing Wildfire Luminescent Paints with other non-fluorescent water base acrylic paints you can also create colors that shift significantly when viewed under blacklight. For example try intermixing a non-fluorescent blue paint with Wildfire Invisible Yellow paint. Under ordinary white light it will appear blue. However when viewed under blacklight it will change to yellow. 2 TECHNICAL DATA SHEET Protective Clear Coating: In some applications (e.g. high traffic exposures) Wildfire Luminescent Paint may require a protective clear topcoat. Use only Wildfire Matte or Gloss Inhibitor sealer over Wildfire Luminescent Paints. This specially formulated sealer protects and inhibits UV-8 and UV-C while still allowing Wildfire UV-A to pass through in addition to improving washability and scuff resistance. Coverage: Wildfire Luminescent Paint covers approx. 200-250 sq. ft I gallon, 19-23 M2 /3.78L Dry Times: Recoat time is approx. Y, hour. Dry time is approx. 1 hour. The dry time will vary with temperature and humidity. Cleanup: Clean brushes, rollers, tools and equipment with warm, soapy water immediately after use. V.O.C.: Contains less than 100 grams/liter, .833 max lbs./gal. Storage: Store Wildfire Luminescent Paints out of direct sunlight. To avoid skinning, close container after each use. Keep lid tightly closed during storage. Protect from freezing. Packaging: All colors are available in the following container sizes. 6oz./177ml, PinU476ml, QuarU946ml, Gallon/3. 76L and 5 Gallon/18.8L HEALTH & SAFETY: Avoid contact with eyes. Wash hands after use. Do not take internally. When spraying or sanding use NIOSH approved respirator. NOT INTENDED FOR USE BY CHILDREN. To obtain a Material Safety Data Sheet for this product visit our website at www.wildfirefx.com or call (800) 937-8065 to request a fax copy Wildfire, Inc. Lighting & Visual Effects 2908 Oregon Ct. Ste G1, Torrance, CA 90503 PH: (310) 755-6780 FX: (310) 755-6781 www.wildfirefx.com mail@wildfirefx.com © 2003-2007 Wildfire, Inc. 3 MATERIAL SAFETY DATA SHEET SECTION 1-GENERAL INFORMATION Manufacturer: 0-foJern ~[asters, Inc. 7.HO C ;recnbush chenue North ffollvwood, California 91605 HIH-765-2915 Emergency Telephone: H00-942-3166 HMIS Rating HJ·:ALTH I 'I ,Ai\li\L\ Bll JTY IU•:,\CTIVITY Preparation Date: January 21, 2002 Product Name: "Wildfire''"" l'luorcscent Water-based Acrylic Paints () 0 Product Codes: PNT-139, PNT-140, PNT-141, PNT-142, PNT-143, PNT-144, PNT-145, PNT-146, PNT-147, PNT-191, PNT-192, PNT-201, PNT-202, PNT-203, PNT-245, PNT-287, PNT-297 (aU colors) PNT-998, PNT-999 (sealer) SECTION 2 -HAZARDOUS INGREDIENTS Hazardous Component CAS# OSHA PEL ACGIH TLV None Present SECTION 3 -HAZARD IDENTIFICATION Emergency Overview: These materials arc fluorescent pigmented acrylic paints, or a clear acrylic topcoat. They arc stable, non-flammable, pigmented or clear flowable liquids with flash points above 200°1', Primacy Routes of Exposure: Inhalation Skin con tact Eye contact Potential Acute Health Effects: Inhalation: Skin: Eye: Ingestion: i\lay cause respiratory tract irritation Prolonged or repeated skin contact may cause irritation i\1ay cause C\'C irritation Not hazardous under intended usc conditions Potential Chronic Health Effects: None known ~;'IL '\ot lkquir('d l·:~t.: F.~tinut('{l l\1ge l of(, pages MATERIAL SAFETY DATA SHEET SECTION 4 -FIRST AID MEASURES Eye contact: !·lush eves \\'ith clean water for 15 tninurcs. Seck medical attention. Skin contact: Thoroughly wash wid1 soap and water before the C(,.tting (_hies. Inhalation: If irritation occurs, remove to fresh air and seck nu:Jical attention if cough or ()thcr sympttHns dcvcl<lp. Ingestion: Do not induce \'Otniting. Seck n1cdical attention. Note to Physician: Treat srmptomaticallr. This material is basically norHoxic .. \ small quantitr (approximately one tablespoon) is unlikely to cause harm. SECTION 5 -FIRE FIGHTING MEASURES Flash Point (method): Extinguishing Media: im·oh·ing this material. N/D (est. >200°[•) Usc water spray, foam, or carbon dioxide when fighting ftres Protection of Firefighters: As in any fire, wear NlOSH approved self-contained breathing apparatus pressure-demand and full protective gear. Fire and Explosion Hazards: Material will not burn. SECTION 6-ACCIDENTAL RELEASE MEASURES Personal Precautions: Slippery: can cause slips and falls if walked on. Clean Up Methods: Contain spill with sand or other diking material. Soak up small spills with absorbent material. Dispose of in accordance \Vith federal, state, and local regulations. (Sec also Section H for information on Exposure Controls and Personal Protective Fquipmcnt.) SECTION 7 -HANDLING AND STORAGE Handling: :hoid prolonged or repeated contact with skin. :\void contact with cres. Wash hands before eating. Storage: Keep frotn freezing. Keep container closed when not in usc. \:\ ~ot .\ppli(~lhlc \;/I): 0-:ot lktnminul .\J~DS Code: \\'i!dfin:1M ,\JSDS (1/21/ll.?.) MATERIAL SAFETY DATA SHEET SECTION 8-EXPOSURE CONTROLS/PERSONAL PROTECTION Engineering Controls: If necessary, usc general tOI)l11 diluti<Jfl n~ntilati1>11, process enclosures, local exhaust \Tntilation, nr other engineering controls to control airborne !n-els hdo\v tTcumtnl·nJcJ exposure lit nits. Personal Protective Equipment (PPE): Eye Protection: Eye contact should be avoided. Where C)'C contact is likely, wear chemical splash goggles and/or full--face shield. Skin Protection: \X' car gloYcs to prcn::nt prolonged skin contact. Respiratory Protection: None needed under normally anticipated usc conditions. If vapor levels exceed allowable limits, wear a N I OSH approved air-purifying respirator with an organic Yapor cartridge. General Hygiene Practices: Avoid eve and skin contact. Avoid breathing vapors. Wash hands before eating and drinking. SECTION 9-PHYSICAL DATA Appearance: Fluorescent pigmented or clear flowablc li'luid Odor: 1\!ild odor Physical State: Li9uid pH: G to 10 Boiling Point: AbmT 200°1' Melting Point: <.32°1' Vapor Pressure: N/D Vapor Density: N/D Odor Threshold: N/D Viscosity: .300 to 9000 cps Solubility in Water: Dilutable in water Specific Gravity (water= 1): 1.1-1.9 Material VOC: Less then 100 grams per liter VOC SECTION 10 -STABILITY AND REACTIVITY Stability: Stable, non-rcactiYc Incompatibility: None known Hazardous Polymerization: \\1illnot occur Hazardous Decomposition Products: None kno\vn \fS!)S Code: \\.ildti.rc 1 M \fSDS (I/ 21 /0~) Page 3 of 6 pages MATERIAL SAFETY DATA SHEET SECTION 11-TOXICOLOGICAL INFORMATION Carcinoccnicity: This material is not considered a carcinogen by L\ RC or NTP and is not regulated as a carcinogen by OSI-L\. (See also Section 15 for related information.) SECTION 12-ECOLOGICAL INFORMATION Chemical Fate and Effects: No data a\·ailable. SECTION 13-DISPOSAL CONSIDERATIONS Recommended Waste Disposal Method: This material is not considered hazardous waste under Federal Hazardous \Vaste Regulations (40CFR 261). However, state and local rec1uirements for waste disposal may be more rcstricti\'c or otherwise differ from federal regulations. Chctnical additions, processing, or otherwise altering this material may render the waste management information presented in this l\fSDS incomplete, inaccurate, or otherwise inappropriate. Consult all applicable federal, state, and local regulations regarding the proper disposal of this material. SECTION 14-TRANSPORTATION INFORMATION Regulated by the DOT: Not regulated DOT Proper Shipping Name: Paint '<.\_ \inr .\pplic:1hk :--.;,1!): '<ot Dunnmll'd 1::-;t.: 1-:~tim,nnl \ISDS Code: \\-ildtin . .: rM \fSDS (I /21 /02) MATERIAL SAFETY DATA SHEET SECTION 15-REGULATORY INFORMATION C:ERCLA: The Comprehensive F.nvironmcntal Response Compensation and Liabilitr ,\ct of 1980 (CI ·:RCI .. \) rCtJUitTs notificati()n to the National Rcspoll;o;c Center for rdc1~cs of .._,uantitu.·s cJf Hazardous ~ubstanccs CC]Ual to or greater than the n·portable quantities (RQs) in -+0 Cl ;R :IO~A (for Cl ·:RCI .. \ I 02). Cotnponcnts present in this product at a level which could tC<.Juirc reporting under the statute are: c:hctnical Narnc none SARA Title III, section 311/3U: I\Iaxitnum Conccntrati<Hl QY./t. 1 ~1o) Nj,\ The Superfund , \mcndments and Reauthorization Act of 1986 (S, \R,\) Title II l requires emergency planning based on Threshold Planning Quantities (l'l'Qs) and release reporting based on Reportable Quantities (RQs) in 40 Cl·R 355 (used for SARA 302,304, 311, and 312). Con1poncnts present in this product at a level which could require reporting under the statute arc: Chemical Name none SARA Title III. section .313: C\S# 1'</A I\Iaxin1um Concentration ()Y./t. ~~0) N/A The Superfund Amendments and Reauthorization Act of 1986 (SARA) Title II [ rccJUires submission of annual reports of release of toxic chemicals that appear in 40 CFR 372 (for SAIL\ 313). Components present in this product at a b·cl which could rccjuire reporting under the statute are: Chemical Name None TSCA: CAS# N/A J\:faxinnun Concentration (\'V't. 0 /o) N/.\ The components of this mixture arc listcJ in the Toxic Substance Control ,\ct ln\'CtltotT of ( ]u:mical Substances. This product docs not contain any chcmicalR that would t:Cttuire export notification under Section 12(1>) of the TSC.\ regulation. :"\,: F: "'"' I :~t.1blishcd 1-"~t.: F~tinurl'd .\f:)DS CodL": \\'iklfircrM .\ISDS (I/21/U2) MATERIAL SAFETY DATA SHEET SECTION 16-OTHER INFORMATION Legend: N/ A: Not .\pplicable N/E: Not J•:stablished N/D: Not Determined N/R: Not Reyuired C: Ceiling Value STEL: Short· l'erm 17 xposure l.imit cps: Centipoise PPM: Parts Per i\!illion mg/m3 : milligrams per cubic centimeter PPB: Parts Per Billion PEL: Permissible J•:xposure Limit TLV: Time Weighted .herage mppcf: million particles per cubic foot of air ACGIH: American Conference of Governmental Industrial Hygienists CPSC: Consumer Product Safety Commission DOT: US Department of Transportation FHSA: Federal Hazardous Substance Act OSHA: Occupational Safety and Health Administration (L'S Dept. of I ,abor) RCRA: Resource Conservation and Recovery Act SARA: Superfund ,\mendment and Reauthorization Act TSCA: Toxic Substance Control Act HMISKcy .f = Severe Hazard .l = Serious Hazard 2 = Moderate Hazard I = Slight Hazard 0 = i\Jinimal Hazard Prepared by: Modern l\!asters Regulatory Compliance Manager, Technical Management Department 7340 e_;reenbush 1hemie, North Hollywood, California 91605 (818) 765-2915 Disclaimer: i\lodern Masters, Inc. believes, to the best of its knowledge, information, and belief, the information contained herein to be accurate and reliable as of the date of this material safety data sheet. [-fowcYcr, because the conditions of handling, use, and storage of these n1atcrials arc hc;'ond our control, we assun1c no responsibility or liability for personal injury or property datnagc incurred by the usc of these materials and make no warranty, expressed or implied, regarding the accuracy or reliability of the data or results obtained from their use. :\I! materials may present unknown hazards and should be used with caution. The information and recotnmendations in this material safety data sheet are offered for the users' consideration and cxatnination. It is the responsibility of the user to determine the final suitability of this information and data to comply with all applicable international, federal, state, and local laws and regulations. ~.\. \.nt \I'J'lic.Ihk ~/D: :--.:ot l ktcnnincd .\1:-:.DS Code: \\'i!dfircnt .\ISDS (1/21/0~) P:tge r, o( 6 po1gcs C ClarkWestern ··~~ SSMA SECTION 09110 NON-LOAD BEARING WALL FRAMING Display hidden notes to specifier. (Don't know how? ~lick_tier:Q) PART 1 GENERAL 1.1 SECTION INCLUDES A. Non-load bearing metal studs for wall assemblies. B. Area Separation and shaft wall framing products. 1.2 RELATED SECTIONS A. Section 05400-Cold-Formed Metal Framing. B. Section 09205-Furring and Lathing: Lath and furring for interior plaster applications. C. Section 09210-Gypsum Plaster: Interior plaster applications. D. Section 09250-Gypsum Board: Gypsum interior sheathing. E. Section 09260-Gypsum Board Assemblies: Shaft Walls and Area Separation Walls. 1.3 REFERENCES A. A lSI -Standard for Cold-Formed Steel Framing General Provisions. B. AISI -North American Specification (NASPEC) for the Design of Cold-Formed Steel Structural Members -2001. C. AISI/COS 2001 -Standard for Cold-Formed Steel Framing -Prescriptive Method for One and Two Story Family Dwelling. D. ASTM A 653 -Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process. E. ASTM A 780-Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. 09110-1 F. ASTM A 1003-Standard Specification for Steel Sheet, Carbon, Metallic-and Nonmetallic-Coated for Cold-Formed Framing Members. G. ASTM C 645 -Standard Specification for Nonstructural Steel Framing Members - 2006. H. ASTM C 754-Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products. L ASTM C 1513-Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections. J. ASTM E 84-Standard Test Method for Surface Burning Characteristics of Building Materials. K. ASTM E 90 -Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements. L. ASTM E 119-Standard Test Methods for Fire Tests of Building Construction and Materials. M. ASTM E 413 -Classification for Rating Sound Insulation. N. GA-600-Fire Resistance Design ManuaL 14 DESIGN REQUIREMENTS A. Design steel in accordance with American Iron and Steel Institute Publication "Specification for the Design of Cold-Formed Steel Structural Members", except as otherwise shown or specified. B. Design loads: As indicated on the Architectural Drawings. 5 PSF minimum design lateral load is required for interior walls by the building code. Shaftwall framing minimum design lateral load is typically 5-15 PSF. C. Design framing systems to withstand design loads without defiections greater than the following: 1. Interior Non-Load Bearing Walls: Lateral deflection of: L/120. 2. Interior Non-Load Bearing Walls: Lateral deflection of: U180. 3. Interior Non-Load Bearing Walls: Lateral deflection of: U240. 4. Interior Non-Load Bearing Walls: Lateral deflection of: U360. D. Design framing system to accommodate deflection of primary building structure and construction tolerances. E. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non-load-bearing steel framing, provides materials and construction identical to those tested in assembly indicated according to ASTM E119 by an independent testing laboratory. Products used in the assembly shall carry a classification label from the testing laboratory. F. Sound Transmission Characteristics [STC): For gypsum assemblies (wall/ceilings] with STC rated requirements, provide materials and construction methods that are identical to the requirements of either ASTM E 90, for laboratory tests, or ASTM E 336, for field tests. Testing or inspection agencies must be qualified independent organizations. 1.5 SUBMITIALS 09110-2 A. Submit under provisions of Section 01300. B. Submit manufacturer's product literature and data sheets for specified products. C. Manufacturers certification of product compliance with codes and standards. 1.6 QUALITY ASSURANCE A. Contractor shall provide effective, full time quality control over all fabrication and erection complying with the pertinent codes and regulations of government agencies having jurisdiction. B. Conduct pre-installation meeting to verify project requirements, substrate conditions, and manufacturer's installation instructions. 1.7 DELIVERY, STORAGE, AND HANDLING A. Notify manufacturer of damaged materials received prior to installing. B. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Store materials protected from exposure to rain, snow or other harmful weather conditions, at temperature and humidity conditions per the recommendations of ASTM C754 section 8. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: ClarkWestern, which is located at: 9100 Centre Pointe Drive, Suite 210; West Chester, OH 45069; Tel: (513) 870-1100; Fax: (513) 870-1300; Email: lmiller@clarkwestern.com; Web: www.clarkwestern.com. B. Requests for substitutions will be considered in accordance with provisions of Section 01600. C. All products to be manufactured by current members of the Steel Stud Manufacturers Association (SSMA). 2.2 MATERIALS A. Steel: Galvanized Steel meeting or exceeding the requirements of ASTM A 1003. 1. Coating: Galvanized G40 (Z120) coating minimum or equivalent, complying with ASTM C 645. 2. Coating: Galvanized G60 (Z180) coating minimum or equivalent, complying with ASTM C 645. 2.3 COMPONENTS A. Nonstructural Studs: Cold-Formed galvanized steel C-studs. Material: Galvanized steel meeting or exceeding the requirements of ASTM A754 for conditions indicated below: 1. Flange Length: 1 1/4 inch (32mm) 125 flange. 2. Web Depth: 1 5/8 inch (41 mm) 162 depth. 3. Web Depth: 2 1/2 inch (64 mm) 250 depth. 4. Web Depth: 3 1/2 inch (89 mm) 350 depth. 5. Web Depth: 3 5/8 inch (92 mm) 362 depth. 09110-3 6. Web Depth: 4 inch (102 mm) 400 depth. 7. Web Depth 5 1/2 inch (140 mm) 550 depth. 8. Web Depth: 6 inch (152.4 mm) 600 depth. 9. Web Depth: As indicated on drawings. 10. Minimum Material Thickness: Traditional 25ga or UltraSTEEL 25 EQ. 11. Minimum Material Thickness: Traditional 20ga or UltraSTEEL 20 EQ. 12. Punch Outs: 12 inches (305mm) from base and every 48 inches (1219mm) thereafter. 13. Punch Outs: 24 inches (610 mm) from base and every 48 inches (1219mm) thereafter. B. Nonstructural Track: Cold-Formed galvanized steel runner tracks 1. Flange Length: 1 1/4 inch (32 mm) T125 fiange. 2. Web Depth: 1 5/8 inch (41 mm) 162 depth. 3. Web Depth: 2 1/2 inch (64 mm) 250 depth. 4. Web Depth: 3 1/2 inch (89 mm) 350 depth. 5. Web Depth: 3 5/8 inch (92 mm) 362 depth. 6. Web Depth: 4 inch (102 mm) 400 depth. 7. Web Depth: 5 1/2 inch (140 mm) 550 depth. 8. Web Depth: 6 inch (152.4 mm) 600 depth. 9. Web: Track web to match stud web size. 10. Minimum Material Thickness: Traditional 25ga or UltraSTEEL 25 EQ. 11. Minimum Material Thickness: Traditional 20ga or UltraSTEEL 20 EO. 12. Minimum Material Thickness: Track thickness to match wall stud thickness. C. Defiection Track: Cold-Formed Deep Leg Runner Slip Track. 1. Leg Length 2 inch (51 mm) T200 fiange. 2. Leg Length: 2 1/2 inch (63 mm) T250 flange. 3. Leg Length: 3 inch (76mm) T300 fiange. 4. Leg Length: 3 1/2 inch (89 mm) T350 flange. 5. Leg Length: As required by design. 6. Minimum Material Thickness: 18 mil (25 gauge) 0.0179 inches. 7. Minimum Material Thickness: 30 mil (20 gauge) 0.0296 inches. 8. Minimum Material Thickness: 33 mil (20 gauge) 0.0329 inches. 9. Minimum Material Thickness: 43 mil (18 gauge) 0.0428 inches. 10. Minimum Material Thickness: 54 mil (16 gauge) 0.0538 inches. 11. Minimum Material Thickness: 68 mil (14 gauge) 0.0677 inches. 12. Minimum Material Thickness: 97 mil (12 gauge) 0.0966 inches. 13. Minimum Material Thickness: As required by design. 14. Minimum Yield Strength: 33ksi (227 MPa) (for 33mils through 118mils). 15. Minimum Yield Strength: 50ksi (345 MPa) (optional for 54mils and up). 16. Minimum Yield Strength: As required by design. D. U-Channel (CRC Cold Rolled Channel): 1. Size: 150U50-54 1-1/2 inch (38mm) 54mils (16ga.). 2. Size: 075U50-54 3/4 inch (19.1mm) 54mils (16ga.). 3. Size: As required by design. E. Furring Channel: Furring existing walls and suspended ceiling applications. 1. Size: 087F125-18 7/8 inch (22mm) Furring Channel18mils (25ga). 2. Size: 087F125-27 7/8 inch (22mm) Furring Channel 27mils (22ga). 3. Size: 087F125-30 7/8 inch (22mm) Furring Channel 30mils (20ga Drywall). 4. Size: 087F125-33 7/8 inch (22mm) Furring Channel 33mils (20ga Structural). 5. Size: 087F125-43 7/8 inch (22mm) Furring Channel43mils (18ga). 6. Size: 087F125-54 7/8 inch (22mm) Furring Channel54mils (16ga). 7. Size: 150F125-18 1 1/2 inch (38mm) Furring Channel18mils (25ga). 09110-4 8. Size: 150F125-27 11/2 inch (38mm) Furring Channel27mils (22ga). 9. Size: 150F125-30 11/2 inch (38mm) Furring Channel30mils (20ga Drywall). 10. Size: 150F125-33 1 1/2 inch (38mm) Furring Channel33mils (20ga Structural). 11. Size: 150F125-43 1 1/2 inch (38mm) Furring Channel 43mils (18ga) 12. Size: 150F125-5411/2 inch (38mm) Furring Channel54mils (16ga) 13. Size: As required by design. F. Resilient Channel: Cold-Formed Resilient Channel System to decrease sound transmissions. 1. Size: One Leg 1/2 inch x 2 1/4 inch Resilient Channel. 2. Size: Two Leg 1/2 inch x 1 1/4 inch Resilient ChanneL G. Shaft Wall System: Coordinate materials found in this section with applications and materials found in Section 09260. Complies with ASTM C 754 for the conditions indicated. Non-Load bearing gypsum wall assemblies for use in the following areas: 1. Shaft Wall Application: Elevator Shafts. 2. Shaft Wall Application: Stairwells. 3. Shaft Wall Application: Mechanical Shafts. 4. Shaft Wall Application: Unlined Air Shafts. 5. Shaft Wall Application: Other: ::--=,--,------,cc--,...,-- 6. Shaft Wall Width: CH-Stud & E-Stud with J-Runner, 2 1/2 inch Wide (64 mm). 7. Shaft Wall Width: CH-Stud & E-Stud with J-Runner, 4 inch Wide (102 mm). 8. Shaft Wall Width: CH-Stud & E-Stud with J-Runner, 6 inch Wide (152 mm). 9. Shaft Wall Material Thickness: 25 gauge (18 mils). 10. Shaft Wall Material Thickness: 20 gauge (33 mils). 11. Shaft Wall Deflection: L/120. 12. Shaft Wall Deflection: L/240. 13. Shaft Wall Deflection: L/360. H. Area Separation Wall System: Lightweight non-load-bearing gypsum panel assembly designed to provide fire resistive protection at common walls. Complies with ASTM C 754 for the conditions indicated. Coordinate materials found in this section with applications and materials found in Section 09260. 1. Area Separation Wall System: H Stud with C-Runner, 2 inch Wide (51 mm). 2. Material Thickness: 25 gauge (18 mils). 3. Area Separation Clip: Aluminum Breakaway Clips. I. Drywall Corner Beads: Cold-Formed galvanized steel beads. 1. 103 USG Durabead Deluxe Metal Corner Bead 11/4 inchx11/4 inch (32mm x 32mm). 2. Bull Nose Drywall Corner Bead with 3/4 inch Radius. J. Drywall Trims: Cold-Formed galvanized steel trims. 1. L-Trim (Mudable) Size: 1/2 inch (12.7 mm). 2. L-Trim (Mudable) Size: 5/8 inch (15.9 mm). 3. U-Trim (Mudable) Size: 1/2 inch (12.7 mrn). 4. U-Trim (Mudable) Size: 5/8 inch (15 9 mm). 5. J-Trim (Reveal) Size: 1/2 inch (12.7 mm). 6. J-Trim (Reveal) Size: 5/8 inch (15.9 mm). K. Framing Accessories: Accessories required in this project 1. Flat Strapping for Backing Strip. 2. Flat Strapping and bridging for lateral bracing. 3. L-Angles. 4. SwiftCiip Fixed Connection Angles. 09110-5 L. Fasteners: Self-drilling, self-tapping screws; complying with ASTM C 1513- Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections. M. Touch-Up Paint: Complying with ASTM A 780-Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. PART 3 EXECUTION 3.1 INSPECTION A. Inspect supporting substrates and structures for compliance of proper conditions for installation and performance of the cold-formed structural framing. 3.2 PREPARATION A. Prepare attachment surfaces so that they are plumb, level, and in proper alignment for accepting the cold-formed structural framing. 3.3 FABRICATION A. Prior to fabrication of framing, submit product submittal sheets to the architect or engineer to obtain approval. B. Framing components may be preassembled into panels prior to erecting. Prefabricate panels so they are square, with components attached in a manner which prevents racking and minimizes distortion during lifting and transport. C. Cut all framing components square for attachment to perpendicular members or as required for an angular fit against abutting members. D. Plumb, align and securely attach studs to flanges of both upper and lower runners, except that in the case of interior, non-load bearing walls where studs need not be attached to upper or lower runners. E. Splices in members other than top and bottom runner track are not permitted. F. Provide temporary bracing where required, until erection is complete. 3.4 INSTALLATION-NON-AXIAL LOAD-BEARING CURTAIN WALLS A. Runners shall be securely anchored to the supporting structure as shown on the drawings. B. Jack studs or cripples shall be installed below window sills, above window and door heads, and elsewhere to furnish supports. C. Lateral bracing shall be provided by use of gypsum board and gypsum sheathing or by horizontal straps or cold-rolled channels. Bracing shall conform to Section D3 of the AISI North American Specification (NAS). D. Provisions for structure vertical movement shall be provided where indicated on the drawings prepared by the engineer of record. E. Handling and lifting of prefabricated panels shall be done in a manner so as not to cause distortion in any member. 3.5 INSTALLATION-SHAFTWALL FRAMING: RUNNERS, STUDS AND LINER BOARDS 09110-6 A Attach J-Runners plumb with one another, long leg on shaft side, at floor and structure overhead using power-driven fasteners located 2 inches (51mm) from each end and 24 inches (610mm) o.c. between. Cut jamb J-Runners orE-Studs not less than 3/8 inch (10mm) nor more than 1/2 inch (13mm) less than distance from floor to structure above. Position J-Runners orE-Studs at wall structural jambs. Do not attach to floor or overhead J-Runners. B. With steel frame construction attach J-Runners to beams and J-Runners or E-Studs to columns prior to fireproofing application. Where fireproofing is more than 1 in. thick, position Z-Ciips at jambs no more than 4 inches (1 02mm) from floor and structure above and no more than 24 inches (61 Omm) o.c. between. Attach Z-Ciips to steel frame with power-driven fasteners. Attach J-Runners and E-Studs to Z-Ciips with two (2) 1/2 inch (13mm) type S-12 screws. Remove excess fireproofing from insides of J-Runners and E-Studs before installing liner boards. C. Cut liner boards 1 inch (25mm) less than distance from floor to structure above; erect vertically into floor and overhead J-Runners, and into jamb J-Runner or E-Stud. Where wall height exceeds maximum length of liner board, position board end joints within upper and lower 1/3 of height from floor to structure above; stagger joints in adjacent boards. Achieve tight fit at mating board ends. D. Cut C-H Studs not less than 3/8 inches (10mm) nor more than 1/2 inch (13mm) less than distance from floor to structure above. Fit first C-H Stud over leading edge of first liner board. Install remaining liner boards and C-H Studs. Do not attach C-H Studs to J-Runners. E. Do not splice C-H Studs orE-Studs. For wall heights exceeding 16 feet (4877mm) attach C-H studs, E-Studs, or jamb J-runners to floor and overhead J-Runners with two (2) 1/2 inch (13mm) Type S-12 screws on shaft side and one (1) on floor side. Always fit liner boards tightly into studs or jamb runners. Always fit studs or jamb runners tightly over liner boards. F. Corners and intersections: Position jamb J-Runners orE-Studs at corners and T -intersections. G. Door openings: Install E-Studs plumb at each jamb of swinging doors. Install jamb struts plumb with long legs on shaft side at each jamb of elevator doors. Attach jamb strut studs to floor and overhead J-Runners with two (2) 3/8 in (10mm) Type S-12 screws pan head on shaft side and one ( 1) on floor side. Attach strut studs to door jamb anchors with two (2) 1/2 inch (13mm) Type S-12 pan head screws per anchor. H. For walls above doors miter-cut J-Runners legs and position J-Runner horizontally to fit tightly between strut studs to serve as opening head. At each jamb extend J-Runner upward into overhead J-Runner. Attach J-Runner webs to strut stud webs with 3/8 inch (10mm) Type S-12 screws spaced not more than 12 inch (305mm) oc, 2 inches (51mm) above opening head, and not more than 4 inches (102mm) from overhead J-Runner, using not less than 3 screws per jamb. Install C-H Studs horizontally at not less than 24 inches (610mm) o.c.; attach to each mitered jamb J-Runner one (1) 3/8 inch (1 Omm) Type S-12 screw shaft side and one (1) floor side. I. Provide additional liner boards, gypsum shims and fillers at elevator door frames as necessary to maintain fire integrity of the tested labeled frame construction. Construct opening in conformance with frame manufacturer's fire test report; secure copy of fire test report from frame manufacturer and maintain on site for elevator inspector. 09110-7 J. Small openings: Frame openings withE-Studs or J-Runners at jambs; frame heads and sills with J-Runners. Attach head and sill J-Runners to jambs with two (2) 3/8 inch (10mm) Type S-12 screws on shaft side and one (1) on floor side. K. Do not exceed allowable stresses in C-H Studs, E-studs or J-Runners. 3.6 PROTECTION A Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before substantial completion of final installation. END OF SECTION 09110-8 ----· . ····-··-----------··----- 11230 No. ________________ __ Assessor's Parcel No. 2185-033-00-03• Date _____ 2_11_8_/2...:.0.:...09:.___ BUILDING PERMIT CARD Job Ad dress ____ :::2.:_19:....:..:R.:.os::.:e:.:b:.:u:.:d~(.::to:.o:p:...:o:..:f..:.l r:..:o:.::n..:.M::.t::.:n!...) ...:G::.:W~S ____________________________________ __ Owner _________ P_o_w ___________________ Address Contractor ______ G __ Ie_n_w_o_od __ C_a_ve_r_n_s _______ Address 51000 Two Rivers Rd GWS' Phone # 970-618-7127 same as owner Phone # 970-618-0833 Setbacks: Front _________ Rear _________ RH _________ LH ---:::-r-:-:-:----Zoning ;-,-;:...,..------ sfevt:. {, 1~-7t;}-/ remodel3rd floor-convert to laser tag INSPECTIONS J.< .~_/('1 IP ltf _ ~3.3 Soils Test -------:::--,---,------- Footing -------..,.~~c.:::=:__ ________ _ Foundation ______ ...c~"-==--------- Grout ___________ ~~---------- U n derg round PI u m bing "7'"-"'/"1-<t.--.<....=:='---------- Rough Plu111bing -~ Framing ;,t_-:J.</-dl ~ Insulation ~ Roofing -,;t::..__ Drywall ~ ·.;! 7-o'7"9;??4 Gas Piping --?1--d.- Weatherproofing ______________________ _ Mechanical 751;: Electrical Rough (State) :S-t.?-o1 ~ Electri£lll final (State) 3-:;2. 1P -Of' rr.;yr Final~ :5 -Cf! /ChecklisJ..ComRieted? Hiil_ Certificate Occupancy# .~..<Uoc¢~'i<-5'-'----------Date ______________________ _ Septic System # ---------------------- Date ----------------------- Final ______________________ _ Other ___________________________ _ 3e..'5/~1 ~ 'fr/ NOTES 1- ],0 fvx:,~ '-:/J;:,-O,ct::, ~ _ , S-oe:; ~~ ( ~~c/::_ kj ~ ~ (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued -~2-~·_.J,_~V-·~O~CJ,__ ______ Permit No. _ ___,_/_./_.2o.u~~O.c__ _____ ~ AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said 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 department and IMMEDIATELY BECOME NULL AND VOID. useli?etum.!l. ~nlFJoor MV\\')M: I'C!:Ifo\Jo lo&fr-rfltl o\.\rac.1fon AddressorLegaiDescription.P.\9. fo:\tb\JA Cm,ot N.\N) tUWS Owner f?OW. \)X. ContractorGlPII.Waacl C.QVt.rns. Building Permit Type C CJIIIAMPfeial This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway ~ .-, --?> Foundation I Grouting Insulation 7-lu-/1cL-- Underground Plumbing Drywall '7La.-c:!·#Z 7· D'7 /1}/' Rough Plumbing Electric Final {by State Inspector) --n.a... 3/zl,(oJ ,W:: e,L_ (Prior to Final) Rough Mechanical Septic Final ~ ?La-- Gas Piping FINAL Pea:. lf/I<YJvJj.<;(n"..l<{<v IT//'1"" <:{~rye'('!;!!; 'YL.::t.---- s-s-oc; 9rL_ Elec~~:~fof (b~e lnspBt-{You Must Call For Final Jmpection) Notes ~~~ ~ (Prior to Framing) f-.r) Fr:2~'2 f-D q A0Nt or~1 Zl~. ~~ (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD (DO NOT LAMINATE) - ifiL ? Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Ass_e_ssor/Treasurer I'roperty_St;mJ:;h I Assessor_Subiit;tQuery I Assessor Sales Search Clerk & Recorc!erReception_Se<trch I'¥ceLDet<til I Yalue Detail I Sales Detail I Residential!C_o_mmercial Impmveme_ntD~1<lil Land Detail I Photogra_phs I Mill LeyY Rev_en_ues Iletai! I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I I 004 II R040108 II 218503300034 II 60.499 I Owner Name and Mailing Address IPOW,INC 151000 TWO RIVERS PLAZA ROAD !GLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:3-6--89 DESC: SEC. 3 INWSW SEC. 4 LOT 10, ALSO A TR OF ILAND CON 2.93 AC AS DESC IN BLA IBK 1355 PG 822. GLENWOOD CAVERNS IBK:0338 PG:0224 RECPT:730277 IRECPT:40108 BK:1804 PG:586 IRECPT:698784 BK: 1804 PG:583 IRECPT:698783 BK:1605 PG:9 IRECPT:655953 BK:1434 PG:765 IRECPT:620360 BK:1355 PG:840 IRECPT:603655 BK:l355 PG:837 IRECPT:603654 BK:l355 PG:832 IRECPT:603653 BK:l355 PG:826 IRECPT:603652 BK:l355 PG:822 IRECPT:603650 BK:1335 PG:866 http://www. garcoact. com/ assessor/parcel.asp ?ParcelN urn ber=218 5 03 3 0003 4 I I I I 2112/2009 Parcel Detail IRECPT:598705 BK:1335 PG:864 IRECPT:598704 BK:0357 PG:0449 Location Physical Address: 116-89 SEC 3-4 I Subdivision: I Land Acres: 1181.76 I Land Sq Ft: llo Section II Township II Range I 3 II 6 II -89 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: I ,246,51011 I Improvements: 1 ,534,92oll I Total: 2, 781 ,43oll Additional Y<tl\le Detail Most Recent Sale 1 ~1 ======~S~al~e~D~at~e:~l .I Sale Price: I AdditionaLS.alesDetail Basic Building Characteristics Number of Residential 0 Buildings: Number of Commllnd II Buildings: 361,4901 445,1201 806,6101 I Commercial/Industrial Building Occurrence 1 Characteristics 2 STORY W/BASEMENT: 111,550 FINISHED BSMT: 11186 UNFINISHED BSMT: 112,400 TWO STORY: 111,600 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=218503300034 Page 2 of4 2/12/2009 Parcel Detail Page 3 of4 BUILDING AREAII16 OVERHANG NO: 1 STORY W/BASEMENT: 11850 TOTAL HEATED AREA: 117,352 ABSTRACT CODE: IIMULTI-USE ARCHITECTURAL STYLE: IIMULTI-USE EXTERIOR WALL: IIFRM STUCCO I EXTERIOR WALL: II sTONE VENR ROOF COVER: IIBUILT-UP ROOF STRUCTURE: IIFLAT INTERIOR wALL: I lA VG PANEL INTERIOR WALL: IIDRYWALL FLOOR: llcARPET FLOOR: IIPNTD/CONC HEATING FUEL: IlGAS HEATING TYPE: IIFORCED AIR I STORIES: llsTORIES 2.0 I I BATHS: I 4 I UNITS: 14 I YEAR BUILT: 112003 I Tax Information Tax Year Transaction Tyj!e Amount I 2008 Tax Amount $48,799.081 2007 Tax Payment: Second Half ($24,407.62)1 2007 Tax Payment: First Half ($24,407 .62)1 2007 Tax Amount $48,815.241 2006 Tax Payment: Whole ($41,161.48)1 2006 I Tax Amount I $41,161.481 2005 Tax Payment: Whole ($41,177.08)1 2005 Tax Amount $41,177.081 I 2004 Tax Payment: Second Half ($22,079.03)1 2004 Tax Payment: First Half ($22,079.03)1 2004 Tax Amount $44,158.061 2003 Interest Charge II $14.141 2003 Tax Payment: Second Half II ($706.80)1 " " http://www. garcoact.com/assessor/parcel.asp ?ParcelN umber=218 5 03 3 0003 4 2112/2009 Parcel Detail 2003 Interest Payment II ($14.14)1 2003 Tax Payment: First Half II ($706.80)1 2003 Tax Amount I $1,413.601 2002 Interest Payment ($28.90)1 2002 Interest Charge $28.901 I 2002 Tax Payment: Whole ($1 ,445.00)1 2002 Tax Amount I $1,445.001 2001 Tax Payment: Whole ($1 ,346.98)1 2001 Tax Amount $1,346.981 2000 Tax Payment: Whole ($1,551.94)1 2000 Tax Amount $1,551.941 1999 Tax Payment: Whole ($1 ,430.92)1 1999 Tax Amount $1,430.921 MilLL!!_vyR~~nuesJ2~ta.il Top_ofPag~ As~t;ssoLDlltJJbJls~_SJ:_arch 0pJiol1_S I ILt;ll@rer Databiiiie Search _options CleJ'_k & Recordt;r_DatliliaJ>~-Search Options Page 4 of4 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 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by GoodTQrns_S_QftY>'are. http://www .garcoact.com/assessor/parcel.asp ?ParcelN umber=218 5 03 3 0003 4 2/12/2009