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HomeMy WebLinkAboutApplication-PermitOct. 30. 2009 4:56PM MA2 ARCHITECTS Tal Aviram-Owner GEMAT 18485 Hwy 6 and 24 Rifle, Co 81650 October 30, 2009 Andy Schwaller Building Official Garfield County Building Department 108 8th St. Suite 401 Glenwood Springs, co 81601 Dear Andy Schwaller: No. 2353 P. 2 We have received the email regarding the items for completion regarding the Fowler and Peth building. We have the fire suppression system complete and is operating. We will have continuous operation without interruption of the system during the completion phase of the following items: We agree to complete the following by November 20, 2009 Complete concrete foundation walls and concrete steps to the pump room. • Complete b<~ckfill Completely enclose and dry in P.ump room Continuously heat pump room to a temperature of no less than 40 degrees F<~renheit We agree to complete the following by April30, 2009 Complete the pump room for final inspections. Sincerely, Tal Aviram-owner GEMAT ENCLOSURE-EMAIL FROM RIFLE FIRE DEPARTMENT Ocl. 30. 2009 4:56PM s wilson From: Sent: To: MA2 ARCHJTECTS Kevin Whelan [kewhelan@riftefiredept.org] Friday, October 30, 2009 2:57PM 'Andy Schwaller' No. 2353 P. 3 Cc: 's wilson'; ta3@vzw.blackberry.net; 'Jad <;';'Mike Gamba'; mimorgan@riftefiredept.org; 'Chad Harris'; jaclark@riflefiredept.org Subject: Big R Commercial Park & Fowler Peth building Andy, Jason will be out of the office all next week and I will be in and out trying to chase some elk. Since I know that everyone wants to get Fowler Peth open, I thought I should get you the informauon on these two projects. fowler Peth Building· 0185 Gemat Circle The Fire District has witnessed all tests and completed all inspections of the fire alarm and fire sprinkler systems. The only outstanding issues with this building are • The water supply system for fire protection for the entire Big R Commercial Park which includes this building is not accepted by the fire district (see below). • Second phone line connection for the fire alarm system is required. This will take place when Fowler Peth moves into the building • Hazardous materials review and inspection needs to be completed. This has been reviewed by the fire district and will be completed after Fowler Peth has moved into the building Big R Commercial Park fire Protection Water Supply Systems: I have not heard back from the engineer (Gamba), General contractor (Steve Wilson) or the owner's rep (Jad Touchton) on the following outstanding issues. The systems for both the fire hydrants and fire sprinkler have been tested and have passed all physical tests. The following are items that are required for acceptance of these systems by the fire district: 1. An engineer's sign off/letter of approval on the realignment and installation of the pipe to the pump for the hydrant system in the pump room (off by 30 inches) 2. An engineer's sign off/letter of approval on hydrant flows. This test was performed by the fire district. 3. Installation and test of the tank level supervisory signal that will be tied into the Fowler Path Fire Alarm system 4. Appropriate labeling of systems and valves in the pump room. 5. An engineer's sign off/letter of approval is required for the design, installation and testing of the fire hydrant system. 6. An engineer's sign off/letter of approval is required for the design, installation and testing of the underground supply for the fire sprinkler system 7. Submittals for the water tank needs to be reviewed and accepted by the fire district e. An engineer's sign off/letter of approval is required for the design, installation and testing of the 420 ,000 gallon water tank 9. The fire pump room is still under construction, Areas of concern that need to be addressed: a. Access-the stairs are not installed b. Exposed rebar c. Maintenance of 40 degrees to prevent freezing of equipment· steps were being taken by covering the openings with plastic and putting heaters in the room d. Backfilling exposed pipes, structure and test headers. If you decide to issue a Certificate of Occupancy for the Fowler Peth building, please include the above items as a condition of approval. As we spoke, a tirne frame for these items to be completed would be appropriate. If you have any questions, please let me know! "The Mission of the Riffe Fire Protection District to to Enhance Health and Safety and to Protect the Life , Home and Property of the People We Serve" Kevin C. Whelan Division Chief/ Fire Marshal · Rifle Fire Protection District 1850 Railroad Ave. Rifle, CO 81650 kewhelan@riflefiredepl.org Office. 970·625·1243 Fax· 970·625-;2963 Cell· 970-618-7388 1 I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fu: 970·384·3470 Inspection Line: 970·384·5003 Building Permit No. ____ \l\ J ~- Parcel No: 2177-111-03-001 Locality: Owner : GEMAT Contractor: Dan Cot Construction Fees: Plan Check: $ 4,860.54 Septic: $ 73.00 .~~<--.. ·-···-~ -~---~·-·- Bldg Permit: $ 7,477.75 Other Fees: --~~-·-"~·-·--·· ··-~·---····-··-· .. -·- Total Fees: J_12,41_1.29. Clerk: ~\001\tr Date: JltlD~O~_ ---~ ~"·---·-----· I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8ili Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield-county.com J. 8 4 tS JW~. ft R~rl~ Autboritv. This application for a Building Permit must by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of autlJOrity, signed by the Owner, must be provided with this Application. Legal Access. A Building Pennit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department Other Permits. Multiple separate permits may be required· (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Cmmty Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Pennit becomes null and void if the work authorir..ed 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 submitted by me or on my behalf(submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Pennit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration oftl1e issuance of the Building Pennit, 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 Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Pennit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and fucility(ies), described above, are not in compliance with County Regulation(s) or any other applicable Jaw. I hereby grant permission to the 8UJ1ding Department to enter the property, described above, to inspect the work I further acknowledge that the issuance of tile Building Pennit does not prevent the Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered afterissuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitUte an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without · · · architect designer, engineer and/ or builder. I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: STAFF USE ONLY Special Conditions: .S rr-fi- Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: ISDS No & Issued Date: L-0~0 DATE 0~ 3) The following items are required by Garfield County for a final Inspection: A final Electrical Inspection from the Colorado State Electrical Inspector. Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 6 \j.. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 0 '1-5) 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. 10rrv 6) Outside grading completed so that water slopes away from the building; 0~ 7) o>l-8) 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. 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. 0 RS NATURE DATE Bapplicationdecember2007 VALUATION FEE DETERMINATION Applicant Address Date .;:G';CE7.MA~T~-;-:;-;:-:---------Subdivision 28485 Hwy 6&24 Lot/Block .;1::;,0:;:.9::.:.0"'8=;....::.=:;:_--------Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios Total Covered Open Valuation Type of Construction: Occupancy: B M S-1 Valuation Total Valuation sq. It sq. It sq.ft sq.ft X $74.68 0 sq. It sq.ft X $41.00 sq.ft X $33.68 Commercial sq.ft X $18.00 sq.ft X $12.00 sq.ft X $9.00 sq.ft X $24.00 sq. It X $12.00 2814 sf X $81.61 1912 sf X $59.22 31274 sf X $39.99 sf X sf X sf X Bi R 0.00 0.00 0.00 0.00 0.00 1,593,526.44 1,593,526.44 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 owoer or contracto,r 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. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC, IFGC, and IFC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes __ _ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. 1 f-7 (!. t< /!_ · Yes Not necessary for this project /Y P /d M? rr>"' PfPi!!tWI"' 'f 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes_£ 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado · Registered Engineer? Yes X Not necessary for this project. __ _ 2 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings ~","For permit issuance only" or similar language? ' Yes V 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 _A_ Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes_x__ Not necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? r;; b G d Yes __ Not necessary for project ,/' ..a 11 O A.J ~"">'~ e 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes __ Not necessary for this project__.c: 10. 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_L 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, wall, floor, and roof construction? Yes -4-Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes __x_ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes -X-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_ Not necessary for this project __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes __}S_ 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 __ · Not necessary for this project~ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes __ Not necessary for this project V 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 ___}5._ 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? Yes __,L_ 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 __ Not necessary for this project v' 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? . Yes --4--No Not necessary for this project · 4 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes_x_ Not necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes~ Not necessary for this project __ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes _K_ 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 both sexes? Yes __ Not necessary for this project __ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes __ Not necessary for this project __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes_L 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes_L 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes_)(__ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes X 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes-¥.- 5 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes_L 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 occupancy of the building? Yes_L_ 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 ____1::_ 36. Arl) 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. Yes_)f_ 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_j,_ 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 contact the Road & Bridge Department at 625-8601. See Phone book for other agencies Yes _X_ 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_)f_ 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 -X- 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes _L (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes _1L_ Not necessary for this project __ 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than I 0 persons as per Section I 004 of the IBC to prepare the plans and specifications for the project. Yes Not Necessary for this project 1/' I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. I Da~ Phone: 9toU7Z-22 Zl(days); >-.. -e (evenings) I ProjectName: Swi-er E/. ~fl.. / 6'e,.,/4f- Q 11-'?1' I I I D !I Project Address: {,),(/ !'),_ L,<ukdtt A-[11-t-1'< 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, JFGC, lMC, 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 9001 to 1 OOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to sligbt 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"l9 cavity R-3 sheathing steel studs. • Floors R-values are R-19. .. • • Basement wall R-values are R-10 bel'ow · grade, R -19 above grade. Slab perimeter R-value and depth is R- 10/36in. Crawl space wall R-values are R-10 below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. N 11132 0. ________ ~~~---Assessor's Parcel No. 2177-111-03-001 Date ----'-1 0"-/1;_:0_12_00_8_ 0185" G-e.tnat Cr. BUILDING PERMIT CARD Job Address .-fi., G & 24; Rifle (Big R Commercial, LotJ[ Owner ______ ___::G~E~M'!!:A~T--~---------Address 28445 hwy 6 & 24,rifle Phone # ____ _ Contractor Dan Cot Canst Address_3_0_49_0_h_wy::__92 ____ Phone #970·872-2222-Dann) B GARFIELD COUNTY, COLORADO iNSPECTiON WILL NOT !BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued _lO>L_j-l._.,_l}-=-() '[,.._ __ . Permit No.___.l_,_,\\-=~----'----- 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. use Co\MJMerit«L 3ioroee-\)..)\)re'rloo~ i="l Im)iu''S ~~- AddressorLegaiDescriptionJI!IIII Mt.uy (t t~'tf 1 R\'f\e OwnerG'E M&L LLC Contractor1:fmJlt {Jtzt.,____ BuildingPermitType OOYnM(!JircioL. This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing . !V<sr or f"Ao /C·/7-<rJ>' r<J>riveway /Cj' c:</, t:£'/10 ;:';ZA..5-S' /.::F., /3"/JP P;fi_f.,S · ;;e· r_·-c-;1/i?::R/ r'JlOS-/(l·-7-Z..-oS 7?t:.<-' • .. , . 2 .. 4-l'I/.;_.<.Zs .G. £//17 /c_··--:.:4--c:·:; ~·.,.;.'(../ Foundation I Grouting ~-~ I:L Jl Insulation CfF/Cf£ 1\f>\K-A fP'!~!_ .1 :<!..b-"'2 t:,·ov. . .S /( o u.J ;((&ol11 I-?;-8-o '? ';>?u;J /,"u· ~;(-h-0 Ah11 Underground Plumbing .I/'-:.:~,; .. ---c)~; -/?"~---: Drywall ow 13Ac.>< cUO~JHJk 4-77 f-oq /Jtyt Rough Plumbing j-.s--tYf ~ Electric Final (by Slate Inspector) (Pdocto J~? J-O 1 0. Rough Mechanical Septic Final { 4~ -4M-P 1'-2-t>'l )971/[ J.:J. 41 Gas Piping /-/s·--e?'? ~u. FINAL !/-3-o'f ~ Electric Rough (by State Inspector) 1-lz.-~? orfic.IC A~ oA/,q/ (You Must Call For Finallnsp"ection) (Prior to Framing) Notes L. Framing -;:;-//'-0 tr p<"W. (to include Roof in place & Windows & Doors installed & Firestopping In place) THIS PERMIT IS NOT TRANSFERABLE For ln~pection Call970-384-5003 Office 970·945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 APPROVED \\)-\O-~o DONOTDEJOYTHISCARDij l Date ___ -'....:::__.:...=_..::..... __ P_RO_T_E_C_T P:~M~ROM ~Yre!lJM:G(E(}. ~ or (DO NOT LAMINATE) ~ ~ ~ ~ (}..._ 'J ~ ~ \ " ~ \ j h \1) l,j "':? '>: I ~ ~ N \{ \ \]) ~ ~ ~ "-\ ~ (-I ~ \) ' il\ I ~ ('I ~ \ J I N \).) ~ ..) lA.. \== \) It] h ._j '< '\ v.. ~ I ...) ~ ~ ~ d ~· ~ J ~ lf k~ ~ :J_ ....._ 0 ~ ~ ~ ~ .... "' Q 1-~ ~ ~ \! "\ ~ ~ ~ ~ Vl .. ~ ~ \: ~ \) ·~ ~ w " (£2 -J 'X t-~ \) ~ " ~ ~ ""' () '§ ~ 0 ' \) \X\ ~ I "' ) ~ ~ ~ """' I -::r " ~ --~ ~ z I I I ~ ;::.:;::: ~ ~ -'I \'J -..::: - - cOUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0 ItS~ G£/J1AY permit No. 1/137...-- 1 have this day inspected this structure and these premises and found the following corrections needed: Fee must be to Re-I hereby notified that the above correction must be inspected before covering. L ~orr·ectiion(s) have been made, call for inspection at 970-384-5003. COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at eJ I :8:5-6/-Z $- Permit No. ///3 Z • I have this day inspected this structure and these premises and found the following corrections needed: rf).;po /vbr /14/I)G 5//.r<;:ffrlfoo/:: t~&77c h'!'Am ar-r /~ .s'S e s , 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 / ·-/ <7--20 ~:;, 9 ..... _'/ Building Inspector -·-·~.-~<-::;::_~-??-:"~- Phone (970) 945-8212 · COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Permit No. 11,1 '3 Z:.... I have this day inspected this structure and these premises and found the following corrections needed: • ~I for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 3-(p 20 0 '7 Building Inspector :;:?~ ~,_...._ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at e:>/.%..s-· G£~7'{-y----cR, Permit No. ///..:3 Z: I have this day inspected this structure and these premises and found the following corrections needed: @Scr<A7~ A#(ottA.! 0 oJ? rz C/C_ /U'C!t::A ?J//1/0oc.Js ONLY 7 d'(all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /---Z {;? 20 ~ Building ;nspector ~ 2 Phone (970) 945-8212 - Page 1 of 1 Andy Schwaller From: Kevin Whelan [kewhelan@riflefiredept.org] Sent: Wednesday, March 18, 2009 9:24AM To: Andy Schwaller Cc: jaclark@rifiefiredept.org; mimorgan@riflefiredept.org Subject: Fowler & Peth Building -Big R Commercial Park Andy, I just wanted to give you a heads up. The Fowler & Peth building has an area in their building designed for fire sprinkler protection that indicates it will be used for Extra Hazard Group I. Plans also indicate that they will be storing Class I B, 1C & II flammable liquids. I am requiring them to do a haz mat declaration form so we know what, where and how they will be storing these products. If the quantities exceed the IBC or IFC this may change this building in total or in part to an H occupancy. Adequate water supply ( pressure and gpm) is also an issue that could hold up fire district acceptance. I'll keep you posted. 'The Mission of the Rifle Fire Protection District to to Enhance Health and Safety and to Protect the Life , Home and Proterty of the People We Serve" Kevin C. Whelan Division Chief/ Fire Marshal Rifle Fire Protection District 1850 Railroad Ave. Rifle, CO 81650 JsewheJ<~n@riflefLredepJorg Office-970-625-1243 Fax-970-625-2963 Cell-970-618-7388 4/24/2009 Andy Schwaller From: Sent: To: Cc: Subject: Andy Schwaller Monday, December 22, 2008 10:09 AM 'kknco@bresnan.net' Jim Rada FW: GEMAT ISDS Permit, 28485 Hwy 6, Rifle Attachments: Jim Rada Urada@garfield-county.com).vcf Kevin, Page 1 of2 Please see comments/concerns. I believe some of the items were addressed in the amended septic design, but other items will need to be in place prior to the C.O. of the building. Some of the items are verification of water use or setback requirements. Some of the items need to be built into the septic system as construction is being done. All the items can be reviewed as they are submitted or completed in the field. The C.O. ends up being the deadline for all the areas of concern listed below. We will send a copy of the revised system to Jim Rada for further review. Regards, Andy Schwaller Building Official Garfield County From: Jim Rada Sent: Friday, November 14, 2008 3:51 PM To: Andy Schwaller Cc: Fred Jarman Subject: GEMAT ISDS Permit, 28485 Hwy 6, Rifle Andy, Several comments/concerns on the referenced permit. 1. If a permit has already been issued, as you told me, I suggest that the permit be suspended until all issues are worked out. G I did a site visit this morning and believe that the proposed leach field on Lot 10 will not be the minimum 260 feet from the well on the Casey Concrete property to the NE of this site. I measured approximately 230 feet. I suggest that your office require the owner or engineer to stake out the system and County staff verify measurements of all mandatory setbacks before construction begins. 3. The system is designed to accommodate 99 employees at 20 gallons per day per employee or a total of 1980 gallons per day average sewage flow. As you know, this takes us very close to the maximum design for an ISDS to be under County jurisdiction. The Engineer suggests a maximum of 25 employees per building in 7 buildings which conflicts with the suggested design flow calculation. There is no means in place for the County to know how many employees routinely use the facilities on this property nor can the County realistically expect to enforce this. I strongly recommend that the owner be required to install a flow meter on the water supply system and that the ISDS operator (Number 8 below) be required to take water meter readings in conjunction with routine ISDS inspection and maintenance. I also suggest that the owner and/or ISDS operator be required to report immediately to the County and CDPEH if the average water flows over a 30-day period exceed 2000 gpd. 4. I also recommend a condition that requires the owner and any tenants of the Big R Commercial Park to request approval, and permit if necessary, the installation of any new water use fixture, appliance or equipment that will result in the discharge of water or wastewater of any type to the ISDS so that the County and/or State can evaluate the impact of additional flows on the system or jurisdiction over the 12/24/2008 Page 2 of2 (i) system. Also on the water supply side, I suggest a review of the well permit for the Big R Commercial Park to make sure that the owner is complying with all well permit conditions. I suspect that a fiow meter is already (!) required along with routine reporting to the DWR. Proper filing of an affidavit of abandonment to the DWR must follow the abandonment of the well on Lot 10. I suggest that the County required submittal of a copy of this abandonment as a condition of final ~ approval of the ISDS. (]/ The Engineer also notes a need for a proper, recorded document granting permission for the leach field serving Lot 1 to be installed on Lot 10. I assume this means an easement. This easement should also include language allowing the pressurized effluent lines to pass on to the property and the abandonment of the well on lot 10 along with additional conditions limiting future construction, traffic or other activity on Lot 10 that might cause damage to the ISDS components serving Lot 1. This easement should be in place prior to beginning construction or reactivating the ISDS Permit. 8 The nature of the system warrants a perpetual maintenance contract with a qualified service provider. If possible, along with a copy of the signed Orenco Systems, Inc, System Owner Disclosure Form, I recommend that some legally binding maintenance contract for whatever term you are comfortable requiring be provided prior to final approval of the system. In the past, I have also recorded permits, permit conditions and associated contracts and agreements on property deeds to provide some assurance that future owners of the property are made aware of the system requirements and limitations. 9. I strongly recommend that a condition be put on the permit requiring the inspection of all components by the design engineer and any other inspections as specified by the engineer's report prior to any backfilling. Failure to call for and conduct inspections as specified by the design engineer will result in a requirement to re-excavate for inspection. All inspections should be documented by the engineer and submitted with the as built information for County final approval of the ISDS. 10. Finally, the proposed ISDS is a biological treatment system that relies on microorganisms to treat the wastewater to a high degree prior to discharge. High quality effluent will be very beneficial to the long-term functionality of this system, especially in light of the relatively slow percolation rates. I strongly recommend that the owner, in conjunction with the contracted operator be required to work closely with all present and future tenants to inform them of the need to put chemical or other materials down the drain that could impact this biological system. I am going to be out of town for the next 2.5 weeks but you can reach me at my cell number if you have questions. Tom Cronk, the design engineer, is out of town until the 191h and should probably be contacted ASAP so that he can begin working with the owners to resolve these matters. This is a relatively large and complex system. It behooves the County to pay close attention to the details on this permit before, during, and after installation. Let me know if I can be of further assistance and thanks for allowing me to participate in the review of this project. jim 1\.ada, 1\.E_HS Environmental Health Manager Garfield County Public Health 195 W j4lh Street Rifle, CO 81650 Phone 970·625·5200 x8113 Cell 970-319·1579 Fax 970-625-8304 Email jrada@gllrfield-coJJ.nlY~CQ!ll Web \'1\\'W.garfieLQ.:county.com 12/24/2008 FAX NO. Oct. 10 2008 12:26PM P1 HOUGLAND & ASSOCIATES CONSULTING ON WILDFIRE HAZARD MITIGATION, FIRE PROTECTION AND BUILDING & FIRE CODES PHONE (970) 384-J:nl/ FAX (970) 384--1331 17 GAMBA DRlVE, GLENWOOD SPRlNGS, COl.ORADO 81601 tire!{aferrr>sonris.net FACSIMILE TO: Andy Schwaller 384-3470 fax FROM: Art Hougland SUBJECT: Fowler & Peth Warehouse RECEIVED DATE: 10-10-2008 OCT l 0 2008 GARFIELD COUNTY BUILDING & PLANNING PAGES: 2 Andy, John Shoup sent me a fax indicating the addition of the 2"" exit from the showroom. It appears to be at or greater than the 1/3 distance required for separation of exits. Let me know if you have questions. Thanks, FROM : I ~~ < d\1 ~~ ~~ ' I ! I I FAX NO. ~, ' "1""-t I • '"' '"' Oct. 1 © \24:..!3'' i I ·~ I I 0 -j-..!.. I ~ ~ U'l ~~ I"' 1-L 0 2008 12:27PM I ! l ( ~G) i"'~ Q-n :z-GJm r· >I'>Cl -ao ~g ~z ~::.2_ C> n ...-\ .... <:::> '23 c::> co P2 ~ ("") ~ ~ ~ Aug 05 2008 10:22AM DANCOT STEEL BUILDING July 30, 2008 Danny Cotton DanCot Construction Hotchkiss, CO Re: Building Permits GEMAT L.L.C. P. 0. Box 547 Rifle, CO 81650 9708722223 This letter authorizes DanCot Construction to pull Garfield County, CO building permits for GEMAT LLC, owners ofBig R Commercial Park, 28485 Hwy 6, Rlt1e, Co. 81650. -~ ~es A Touchton General Manager, GEMA T LLC p.2 eoz:6o ao go env Art Hougland From: To: Sent: ART "PAUL OSBORNE" <PAULO@FowlerPeth.com> <FIRESAFE@SOPRIS.NET> Tuesday, October 07, 2008 11:54 AM Page 1 of 1 THE PALLET QUANTITIES ON THE ROOF COATINGS WILL VARY FROM 6 PAILS TO 36 PAILS. THIS ALL DEPENDS ON SALES ACTIVITIES. OBVIOUSLY WHEN I GET LOW, ILL REORDER SO I DON'T RUN OUT. THAT'S WHERE THE 36 PAILS COME FROM. THE SIZE OF THE PAIL IS EITHER 3-GAL OR 5-GAL. IF I HAVE A BIG JOB I MAY HAVE UP TO TWO PALLETS OF ONE ITEM. THIS DOESNT HAPPEN VERY OFTEN. USUALLY ITS A CUSTOMER PICKING UP 2 TO 5 PAILS AT A TIME. IF YOU NEED ANYTHING ELSE PLEASE LET ME KNOW THANKS 10/7/2008 Page 1 of3 Andy Schwaller From: Art Hougland [firesafe@sopris.net] Sent: Tuesday, October 07, 2008 5:04PM To: Andy Schwaller Subject; Re: Gemat LLC Hi Andy, At the end is the information that Paul Osborne sent to me. I think that it is overkill to do any portion of this building as a H-3 and that that would put them in a real box on explosion proof electrical, mechanical ventilation, containment, etc. I think that it is best to do like you suggest and give them a cap on what they can have in an S-1 occupancy and share this with Kevin Whelan so that he can note it for his inspections. Let me know what you think. Art ART THE PALLET QUANTITIES ON THE ROOF COATINGS WILL VARY FROM 6 PAILS TO 36 PAILS. THIS ALL DEPENDS ON SALES ACTIVITIES. OBVIOUSLY WHEN I GET LOW, ILL REORDER SO I DON'T RUN OUT. THAT'S WHERE THE 36 PAILS COME FROM. THE SIZE OF THE PAIL IS EITHER 3-GAL OR 5-GAL. IF I HAVE A BIG JOB I MAY HAVE UP TO TWO PALLETS OF ONE ITEM. THIS DOESNT HAPPEN VERY OFTEN. USUALLY ITS A CUSTOMER PICKING UP 2 TO 5 PAILS AT A TIME. IF YOU NEED ANYTHING ELSE PLEASE LET ME KNOW THANKS -----Original Message----- From: Angy_Qchw.§.il§JI To; t\.rt HQ!J!lla.mi Sent: Tuesday, October 07, 2008 9:31 AM Subject: RE: Gemat LLC I am all for getting it right on paper before they start to build based on what they intend to do. That is my first choice. If in fact they do not know what they want to do, then we can try to put enough notes on the plans to give them some boundaries and hope that they follow the rules. Thanks for your desire to get it right. From: Art Hougland [mailto:firesafe@sopris.net] Sent: Monday, October 06, 2008 8:32PM To: Andy Schwaller Subject: Re: Gemat LLC 12/8/2008 Page 2 of3 Hi Andy, Thanks for getting back to me, tomorrow they are going to send me the quantities that they think that they need to store in the building. My thought is that it might be good to give them the opportunity to have a facility that is designed for their needs. I will try to quickly take a look at what they send me and see if that works so that I can get this back to you, I know that they are anxious to get a permit. If you think that is the wrong approach you could give them a cap for materials that are exempt for an S-1 as you suggested. Let me know I don't want to tie this up for you. Art -----Original Message ----- From: Anc;ly_Sc)1wallei To: &rt Hoyglam! Sent: Monday, October 06, 2008 6:07 PM Subject: RE: Gemat LLC It is the Fowler and Peth roofing supply already in the area. Possibly call the general manager at 625.4760. Hopefully he should know. We can also state the quantities allowed and copy the Rifle Fire Dist. with the information. Kevin Wayland is pretty good about yearly inspections of facilities and he can check for quantities stored. From: Art Hougland [mailto:firesafe@sopris.net] Sent: Monday, October 06, 2008 12:34 PM To: Andy Schwaller Subject: Gemat LLC Hi Andy, To update you on the Gemat LLC project. I have been contact with the contractor and the Architect to find out what quantities of Flammable and Combustible Liquids are planned for storage. Neither the architect or the contractor know but said they will try to contact someone who does, they said that none of the flam/comb liquids are to be stored in the heated storage area and will be in the main warehouse. If they plan to store more than the minimum amounts specified in Table 307.7(1) in the main warehouse then the entire main warehouse area becomes a single Control Area and an H-3 Occupancy and I think that is a problem. I agree with your determinations on Classification and exempt amounts but they seem to be small amounts for such a large space. They may need to create a Control Area based upon the amount that they plan to store and depending on how much area it covers it may qualify. Do you have any contact numbers for anyone who is familiar with how they intend to operate this facility? Let me know if you have comments or questions. 12/8/2008 Page 3 of3 Thanks ' Art 12/8/2008 Page 1 of 1 Andy Schwaller From: Kevin Whelan [kewhelan@riflefiredept.org] Sent: Wednesday, March 18, 2009 9:24AM To: Andy Schwaller Cc: jaclark@riflefiredept.org; mimorgan@riflefiredept.org Subject: Fowler & Peth Building -Big R Commercial Park Andy, I just wanted to give you a heads up. The Fowler & Peth building has an area in their building designed for fire sprinkler protection that indicates it will be used for Extra Hazard Group I. Plans also indicate that they will be storing Class I B, 1C & II flammable liquids. I am requiring them to do a haz mat declaration form so we know what, where and how they will be storing these products. If the quantities exceed the IBC or IFC this may change this building in total or in part to an H occupancy. Adequate water supply ( pressure and gpm) is also an issue that could hold up fire district acceptance. I'll keep you posted. "The Mission of the Rifle Fire Protection District to to Enhance Health and Safety and to Protect the Life , Home and Proterty of the People We Serve" Kevin C. Whelan Division Chief/ Fire Marshal Rifle Fire Protection District 1850 Railroad Ave. Rifle, CO 81650 .kewhelan@riflefire.deRtoJg Office-970-625-1243 Fax-970-625-2963 Cell-970-618-7388 3/18/2009 Jan 16 2009 12:15PM HP LRSERJET FAX Dan Cot Steel Buildings & Const. LLC DATE dtiP/M 30490 HIGHWAY 92 v HOTCHKISS, CO 81419 Phone: 970-871-2222 Fax:970·872·2223 www.DanC~t.com dancot2222@tds.net FAX COVER SHEET 11 I TO fm a y 5rh wa Uer Fax qw <:tid -ztl if) Phone _________ _ FROM J2a. n ny I &ill "f"j PAGE(S) 1-(Including Cover Sheet) . RE: L\ 1-12 -CJ!' p. 1 Jan 16 2009 12:15PM HP LASERJET FAX MESA .~TRUCTURAL DESIGN, INC. 1103 s"'"h 1 f 1n s rrce·t Mumm.•<·, C·~vr...!o 81401 9(0-2.49-9$/l~ January 16. 2{)09 Dantty Cotton Dane« Steel Building and Constr'llCtton, LLC .30490 HWy 92 Hotchkiss, CO 81419 Re: ln'Pectlon ofMNnFr;une Ancbot System Bi.J R COllllllerCial Park, Lot S Rifle, Colorado I inspected above :tefenmcM project on January 15, 2009 and found repn:sentative sample bol.~ to ))<~tightened to man\.dactu,red tecommended torque. It is my opinion that the stlll:l frame is anchored according to the llllllluf'a.eturers rcqu.ireJllflnts. If you have sny questions or ooncem~. please do not hesitate to call me. Sincc:rely, MESA STRUCTURAL DESIGN TVH/clh p.2 ~t 2~ 08 02:55p ::: JOHN T. SHOUP, ARCHITECT I PLANNER Licensed Colorado and Florida October 23, 2008 DanCot Steel Building & Construction, LLC 30490 Highway 92 Hotchkiss, CO 81419 Re: Fowler & Peth Foundation GEMAT -Big R Commercial ··Park Rifle, Colorado Dear Dan: Threaded couplers for reinforcing rods are an acceptable method of connecting reinforcing rods in the stem wall for the above project and not penetrating plywood forms. -r-~f,-"r'l~v/'\ Shoup . '~_i} J JTS/jrs 2615 Cirque Way Montrose, CO 81401-5342 p. 1 ,: .. Tel. 970-240-0395 c I I f----'- 1 I 0 .L-t I :• ----=::-~ -O.,! t-9-bz.\ /1 1 p. 1 Jan 29 OS 12:07p p. 1 --~ -···---·· ------------·------~------ l~t,V\;. ! i i ·' '·. 1 :f; 7 ' ' . ' ~f$N\ f I - • : ~ '" , .. .~,., &" 5TV'O ---i·-+if,-1;; OfF; -- MEMORANDUM To: John Shoup, Architect From:· Kenneth H. Smith Date: January 29, 2009 Project: GEMA T Fire Barriers, BP-11132 John, Having had Andy review your detail dated January 28, 2009 it appears to have merit but is lacking in sufficient and accurate details at all critical locations. In addition the multitude of membrane and/or thru penetrations have yet to be addressed. Before we can approve the proposed Fire Barrier assembly we need the following additional details (accurate and based on actual field conditions) ano information. 1. Large scale plan detail!ratihree feet above the first and second floor levels, at the following locations; where the 2 hour wall(s) meet the exterior wall(s) and where the west 2 hour wall meets the north 2 hour wall. Note, the Fire Barrier must be continuous to interior face of the siding. 2. Large scale section detail at roof "between" purlins, "at" purlins and other critical locations. Note Fire Barrier must be continuous to the bottom of the roof deck. 3. Detail of two hour rated fire protection where required for beams. 4. Door details a door(s) #18, #7 and #5 (from showroom to warehouse) accurately indicating all walls (both 4" and 6" walls) and interface. 5. Large scale section where the Fire Barrier meets the southwest stair stringer and landing. 6. Details of ALL types of membrane and thru penetrations (i.e. electrical condui~ purlins, electrical boxes, etc.) All details should be based on listed assemblies/details (i.e. UL Fire Resistance Directories Vol. 1&2, GA Fire Resistance Design Manual, IBC, etc.). These details need to be submitted to us and approved prior to any further work on the Fire Barriers. P.S. I just received your latest detail, your detail from yesterday has more merit. 40 GA-600-2006 FIRE RESISTANCE DESIGN MANUAL WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1520 I I PROPRIETARY* I GYPSUM WALLBOARD, RESILIENT CHANNELS, STEEL STUDS, MINERAL FIBER INSULATION Resilient channels 24" o.c. attached at right angles to ONE SIDE of 3112" 20 gage steel studs 24" o.c. with one 1f2" Type SM12 drywall screw at each stud. Base layer 1f2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 24" o.c. Face layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 15/a" TypeS drywall screws 12'' o.c. 3" mineral fiber insulation, 2 pcf, friction fit in stud space. OPPOSITE SIDE: One layer W' proprietary type X gypsum wallboard applied parallel to studs with 1" Type S-12 drywall screws 12" o.c. Joints staggered 24" each layer and side. (NLB) PROPRIETARY GYPSUM BOARD American Gypsum Company BPB America Inc. BPB Canada Inc. G-P Gypsum Lafarge North America Inc. National Gypsum Company 1f2" FireBioc® Type C 1/2" ProRoc® Type C Gypsum Panels 1f2'' ProRoc® Type C Gypsum Panels 1/2" ToughRock® Fireguard® C 112" Firecheck® Type C -1f2" Gold Bond® Brand FIRE-SHIELD C'" Gypsum Wallboard Temple-Inland Forest Products Corporation -112" TG-C United States Gypsum Company -'12" SHEETROCK® Brand FIRECODE® C Core Gypsum Panels GA FILE NO. WP 1521 I I GENERIC I GYPSUM WALLBOARD, STEEL STUDS Base layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 35/s" steel studs 24" o.c. with 1" Type S drywall screws 24" o.c. Face layer 1f2" type X gypsum wallboard or gypsum veneer base applied parallel to each side with 15/s" TypeS drywall screws 12" o.c. Joints staggered 2411 each layer and side. Sound tested with 31/2" glass fiber friction fit in stud space. (NLB) GA FILE NO. WP 1522 I I GENERIC I GYPSUM WALLBOARD, STEEL STUDS Base layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 35/s" steel studs 24" o.c. with 1" TypeS drywall screws 24" o.c. Face layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side with 15/s" TypeS drywall screws 12" o.c. Joints staggered 24'1 each layer and side. Sound tested with 31/2" glass fiber friction fit in stud space. (NLB) 2HOUR FIRE Thickness: Approx. Weight: Fire Test: Sound Test: 2HOUR FIRE Thickness: Approx. Weight: Fire Test: Sound Test: 51!2'' 9 psf 55 to 59 STC SOUND UL R1319-141 through 145, 2-11-87, UL Design U453 RAL TL83-215, 9-2-83 55/s" 9 psf 55 to 59 STC SOUND SeeWP 1545 (UC, 9-7-64; ULC 80T499, 3-26-81, ULC Design W414) NRCC 815-NV. 2-3-81 2HOUR FIRE 55 to 59 STC SOUND Thickness: Approx. Weight: Fire Test: Sound Test: 61/s" 12 psf SeeWP 1548 (WHI-495-0236, 1-30-80) NRCC 818-NV, 2-3-81 *Contact the manufacturer for more detatled mformatton on propnetary products. FIRE-RESISTANCE-RATED CONSTRUCTION TABLE 720.1(2)-continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS '•0 •P MINIMUM FINISHED THICKNESS FACE~TO~FACEb ITEM (inches) MATERIAL NUMBER CONSTRUCTION 4 hour 3 hour 2 hour 1 hour 311.{' x 0.044" (No. 18 carbon sheet steel gage) steel studs spaced 24" on center. 43/ 4d 11-1.1 5/8" gypsum plaster on metal lath each side mixed 1:2 by weight, gypsum to --- sand aggregate. 33/8" x 0.055" (No. 16 carbon sheet steel gage) approved nailablek studs spaced 11-1.2 24" on center. 5/t neat gypsum wood~fibered plaster each side over 3/s" rib metal lath nailed to studs with 6d common nails, 8" on center. Nails driven 11/t --551, - 11. Noncombustible and bent over. studs-interior 4" x 0.044" (No. 18 carbon sheet steel gage) channel-shaped steel studs at 16" partition with on center. On each side approved resilient clips pressed onto stud flange at 16" plaster each side 11-L3 vertical spacing, 1ft pencil rods snapped into or wire tied onto outer loop of -75fsd -- clips, metal lath wire-tied to pencil rods at 6" intervals, 1" perlite gypsum '"' plaster, each side. ' 2 1/z" x 0.044" (No. 18 carbon sheet steel gage) steel studs spaced 16" on center. 11-1.4 Wood fibered gypsum plaster mixed 1:1 by weight gypsum to sand aggregate applied on 3f4-pound metal lath vvire tied to studs, each side. 3/t plaster applied --4lf4d - 9Y«er.each face, including finish coat. 2" x 4" wood studs 16" on center with 5fg" gypsum plaster on metal lath. Lath 12-1.1 1·m attached by 4d common nails bent over or No. 14 gage by 11ft by 3ft crown width staples spaced 6" on center. Plaster mixed 1:1 1/2 for scratch coat and 1:3 ---511, for brown coat, by weight, gypsum to sand aggregate. 2" x 4'' wood studs 16"' on center with metal lath and 7fg" neat wood-fibered 51f2d 12-1.21 gypsum plaster each side. Lath attached by 6d common nails, 7" on center. --- 12. Wood studs Nails driven 11f/' and bent over. · · interior partition 2" x 4" wood studs 16" on center with 3fg" perforated or plain gypsum lath and with plaster each side 12-1.3 1 1f2" gypSum'plaster each side. Lath nailed with 1 1f{ by No. 13 gage by 19f64" ---51/4 head plasterbo~d blued nails, 4" on center. Plaster mixed 1:2 by weight, 'gypsum to sand aggregate. 2" x 4" wood studs 16" on center with 3fg" Type X gypsum lath and 1ft gypsum 12-1.4 1 plaster each side. Lath nailed with 1 1fg" by No. 13 gage by 19f64" head plasterboard blued nails, 5" on center. Plaster mixed 1:2 by weight, gypsum to ---511, sand aggrega~e. 0.018" (No. 25 carbon sheet steel gage) channel-shaped studs 24" on center with one full-length layer of 'Is" Type X gypsum wallboard' applied vertically attached with 1" long NO. 6dr)rwall screws to each stud. Screws are 8" on 13-1.1 center around the perim<:!tef and 12'' on center on the intermediate stud. The ---27fsd wallboard may be applied horizontally when attached to 35fs" studs and the horizontal joints are staggered with those on the opposite side. Screws for the horizontal application shall be 8" on center at vertical edges and 12" on center 13.Noncumbustible at intennediate studs. studs-interior 0.018" (No. 25 carbon sheet steel gage) channel-shaped studs 25" on center partition with with two full-length layers of 11," Type X gypsum wallboard' applied vertically gypsum each side. First layer attached with· 1" ~long, No. 6 drywall screws, 8'' on center wallboard each 35fsd side . 13-1.2 around the perimeter and 12" on center on the intermediate stud. Second layer --- applied with vertical joints offset one stud space from first layer using 15fg" long, No.6 drywall screws spaced 9" on center along vertical joints, 12" on ceriter at intermediate studs and 24" on center along top and bottom runners. 0.055" (No. 16 carbon sheet steel gage) approved nailable metal studse 24" on 13-1.3 center with full-length 5/g"Type X gypsum wallboard' applied vertically and nailed 7" on center with 6d cement~coated common nails. Approved metal ---47fs fastener grips used with nails at vertical butt joints along studs. (continued) 20031NTERNATIONAL BUILDING CODE® 117 I ! t c I , •11~'1"' ·~· ii~J.Ii.lll"' · .:.(f ~:.'!!~; \ \' I' ' ' I GA-600-2006 FIRE RESISTANCE DESIGN MANUAL 39 . WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1515 I I PROPRIETARY* I GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION, CEMENTITIOUS BACKER UNIT, CERAMIC TILE Base layer 1f2" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of 35/s'' 20 gage steel studs 24" o.c. with 1" Type S drywall screws 24" o.c. 3" proprietary mineral fiber insulation, 2.0 pcf, friction fit in stud space. Face layer 1f2" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to ONE SIDE with 1'/a" TypeS drywall screws 12" o.c. Joints offset 24" o.c. from base layer joints. OPPOSITE SIDE: Face layer 1/2'' proprietary cementitious backer unit applied at right angles with 15/a" Type S-12 wafer head screws 8" o.c. Vertical joints offset 24" from base layer vertical joints. Joints covered with glass fiber mesh tape. Ceramic tile, 1f4'' thick, joints grouted, installed with latex-modified portland cement mortar or ANSI A136.1 Type I organic adhesive. (NLB) PROPRIETARY GYPSUM BOARD American Gypsum Company Lafarge North America Inc. National Gypsum Company W' FireBioc® Type C W' Firecheck® Type C -W' Gold Bond® Brand FIRE-SHIELD em Gypsum Wallboard Temple-Inland Forest Products Corporation -1f2" TG-C United States Gypsum Company -W' SHEETROCK® Brand FIRECODE® C Core Gypsum Panels GA FILE NO. WP 1516 I I GENERIC I GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION Base layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel to a double row of 3112'; 20 gage steel studs 24" o.c. and pot less than 2" ,apart with 11/4" Type S-12 drywall screws 12" o.c. at edges and intermediate studs. Each row of studs horizontally braced with 11/2" wide by 20 gage steel strap attached to the interior side of the studs at midheight with one 1/2" Type S-12 panhead screw at each stud. 31/2" glass fiber insulation, 0.5 pcf, on each side in stud space. Face layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel to each side with 15/s11 Type S-12 drywall screws 12" o.c. at joints, floor and ceiling runners, and intermediate studs. Joints staggered 24" each layer and side. (LOAD-BEARING) 2HOUR FIRE Thickness: Approx. Weight: Fire Test: 57/s" 14 psf 55 to 59 FSTC SOUND UL R11270-1, -2, 1-21-85, UL Design U443 Field Sound Test:SA-851016, 10-14-85 2HOUR FIRE 55 to 59 STC SOUND ·. '·· Thickness: Approx. Weight: Fire Test: Sound Test 111/2" 10 psf UL R21113, 02NK44925, 5-13-03, UL Design V446, ULC Design W449 NGC 2003007, 4-23-03 *Contact the manufacturer for more detatled mformatton on propnetary products. Jan 22 ~04:54p p. 1 ------·--· ---------- ' i t \ Jan 22 .~04: 5.4P ---··-··-··-· -···-·------ p. 1 Jan 28 09 02:07p p. 1 ~AX :.ANL>i~~Ait~~ CWWAR;ftt;:t.o ctJ1 . -sveEU£11CJPTA-t PIIIG,.-fbN/...E!f( l"lm/IJ)A~f)Sb·~IFU:OJ"' lfe:>JM· '/ilfollp·"~ lltflc/ --t)NI; U(Of .... ; AI j\.\,.ff,~lD{; N'.i!.~[J.) ._-.-·yN?il!..-1 ------.&~1 -_ IM-5\)(_, ,I'M,( !::Ki~CK) D •I ... ~~~,-~~ "' 1~_..0 JT oc-, t--;t!..t?J~;-;-;::t+j~~~W"-r- -----------'=::.i-p"---+41 114---W.L+--Llf-- .t;v!. ~lJVV-~CJW~K iff~fl~~ .t6~{ ~ lcMI.AT{OI..\ S~qt~;.! ,f.-A fr ~~ V'<5.b +!JftJO$.·tJ(J~ G;ttf;JJI:ifA~ tD • FEB 0 62009 GARFIELD COUNTY BUILDING & PLANNING ~~ u 09 09:33a Feb 06 i f I p.2 I / ... Feb 06 OS 09:33a p.3 -( ' ,/ ._!.•' ~of'-'." ~ ,, Jan 28 09 04:34p JAN-28-2009 14:17 From: I--1'1o-"2-16 ... 2 z.. L-~ ; t((); 0 3<J~ Dlf'-~~ Xl.):De.\~1 ~c(. ~· . ......,.. -,-...._ lr-t' ~?r 1 . ~ r J:wv t t;>'fA +' ~:1 'fM. 1 4o/ Dfftei3? ,/ ~ ·cot- -~ (\. ' ' ~ I I \l.> : ~\ ~ I \ I 0 I \ \ ' . 1 I J''~e.J __ J:A)a.v-a,~o LAS' e s ~c\ e ll: 51 a ! I- I O! __ r .. : .. Lr 0 •" -~ ~-§i l .1.. ' 'I ' ' I "1-' :$. ~,, ~I ~t.: ~: l f' ~~! ~ I I -1--l- 0. :• ·---:-::-;:-;---~ Q~ j... <">r {,z\ /J~ I 1 I Q ··~-1 • • " lSlM NIWGV AlNnO) GlliJ~V8 p. 1 l"'Of OF WAt...l.--S -e'J(T, lo c.. /..6f . ~ C. L .. a..rc:~t:> Ay;;_A. S ol!t....'( BUILDING DE;;>i,fZJf,~N: i.>atc&?.l(;}_.? f:!; ~~­ FlE:i.J) CCJpy· ~0 iNSPECTiON WlrHOI.I! 'I.HE$E f'I.ANS ON sms ~~ 1·-5'-6"" oJ . · .. -'~ s·-6" -·5 -0 CLST ::-;-VCT l:=::::l!!===('J~ @ 5' - LO OFFICE-2 l 1-lr FIRE Jt.JALL ® EAGLE WINDOW AND DOOR DISTRIBUTORS 3751 FRASER STREET AURORA, COLORADO 80011 FAX 303-371-5163 PHONE 371-4141 OR CALL 1-800-373-3245 o$( . -'2k2il ( :H ~\ .... ~!lffi(?;'<H~~ V \ ~:---hH Hsmosel24H : ,;'r! 'II : ! · Wt '?-~ JH~ 5H4\f1l it,J~~f<.' ~f,J~L~' PAGE __ OF __ REPAIR OF FIRE-RATED GYPSUMPANELPRODUCTSYSTEMS (GA-225-08) Fire-rated gypsum panel product systems may be damaged during the life cycle of build- ings. To maintain the required fire-rated separa- tion between occupancies or areas, damaged systems must be repaired so that they are re- stored to their original fire-resistive condition. The repair must follow procedures dictated by the severity of the damage. Small holes (such as those caused by a door- knob) can be repaired by patching. To maintain the integrity of the surface membrane, a gypsum panel product patch must be mechanically se- cured in the diaphragm; attachment with joint compound material only is not acceptable. The patching material should be cut from type X or proprietary type X gypsum panel product of a thickness equal to the original materials so that the patching material is in the same geometric shape as, but slightly larger-than, the damaged area. The damaged area is then further enlarged to match exactly the size of the patching mate- rial. Use caution when cutting or fastening into stud cavities to avoid electrical shock or water leaks. Thermal insulation, if present, must be restored. Metal runner track is secured to the inside edges of the damaged area. The patching material is screw attached to the exposed face of the runner track with fasteners a maximum of 8 in. (200 mm) apart. The patch should be treated with tape and joint compound to restore appear- ance, fire resistance qualities, and acoustical performance. NOTE: Overlapping of joint tape can result in finishing problems. GA-225-08 Several alternative proprietary clip products are available which provide mechanical support for patching. Manufacturers of these products should be contacted for information. If mechanically or environmentally caused damage covers more than 1 00 in' (700 em') in 100 ft' (1 0 m') of wall or ceiling area, all mate- rials in the damaged area back to the original framing must be removed to make the repair. Framing in the area to be repaired should be in- spected and replaced if necessary without in- creasing original framing spacing. Replacement material should be cut to fill the opening and mechanically attached to the framing. Ends and edges of the board that are not backed by fram- ing materials should be supported with metal runner track. The repaired area should be fin- ished with tape and joint treatment compound as necessary. Multiple-layer systems typically require that joints be staggered between layers. Proper repair of multiple-layer systems requires that face lay- ers of board be removed beyond the base layer joint so as to retain the staggered joint feature. To improve the appearance of large areas that are in structurally sound, but aesthetically unac- ceptable condition, a new layer of regular or type X gypsum board may be attached to the existing surface with adhesive or mechanical fasteners without adversely affecting the fire resistance rating or acoustical performance. Copyright© Gypsum Association 2008. AU rights reserved. Printed ln U.S.A. .Jan 28 09 02:07p p. 1 -------···-~ ··--··-------------- rAX :.ANDY~#W4~~~ CW~E"t.O cr;, ·-svePU£11!SIIT4t PU!G,-ft::;J;V/.,1!1~ ~/miiJ)A!tl5f/OeJS6.·~!f'f.£OJ ~ --oc;::i#!l-t;J.ICHip-'"':AR'C/II!QC./ . ·-t)MI;Zf5/0f ----- ----,-il'J4>~ 1.--, ......,.~, '"""'.""' ~1D6 N'A~ 1....6 _tL:J,N\f-ll<::e~>t? lk!~\J/...-,~Vv..J,!:xna;)t;;; ' •I . . . 9-J,O, l" ~ 'V ~ ~ I ~ .... o pc,, t--;P~'t~4rf t:;!;;itf----f:/7 :.::ffi't r""' --.. _ . --'--"""-. -··- ~tU. --------:..-=..!!~....:..j..,.Y,I-IJI--l-'.J...t---..u..r-- Jan 29 OS 12:33p -------· --·-· n : •. n ' . 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C. •· t=-r 14 me" 11 w R II-.5r!)P5 I \{!) 0 1/ { ose 0 I/ f//{j}f) --·-···· S708722223 To: 197087;::~23 ~ LO-cfelt S 'l'r Ty~~ X p. 1 P.1"1 t;lr,)IP6" II ~ ~t> !J.R ~·1?1 P/21? 1.-1/vf 1 1;k/£(:c.jf ~11CJT;lf{;;7r- HOUGLAND & ASSOCIATES CONSULTING ON WILDFIRE HAZARD MITIGATION, FIRE PROTECTION AND BUILDING & FIRE CODES PHONE (970) 384-1221/ FAX (970) 384-133117 GAMBA DRlVE, GLENWOOD SPRINGS, COLORADO 81601 firesafe@sopris.net PLAN ANALYSIS GMAT Project at Big "R" Commercial. Park Near Rif1e, Garfiel-d County, Co1orado Some Items or Comments indicated in bo1d may require that corrections be made to p1ans or additional. information be submitted to the Garfiel-d County Bui1dinq Department for approval. October 8, 2008 Project Name: Address: Architect: Engineer: Occupancy: Construction Type: Report by: Fowler & Peth Warehouse 28485 Highway 6 & 24, Garfield County, Colorado John Schoup -Architect Montrose, Colorado 81403 970 240-0395 ph/fax Alan D. Blair 16234 B, M & S-1 II-B Art Hougland Note: The code items listed in this report are not intended to be a complete listing of all possible code requirements of the 2003 International Building Code. Portions of the material contained in this report are reproduced from the International Building Code published by the International Code Council Notice: The review of plans and specifications does not constitute an acceptance of any responsibility by Hougland & Associates for errors, omissions or discrepancies. The responsibility for these items and implementation during construction rests specifically with the architect, engineers, designers, builders and owner. Comments and notations are intended to be constructive and in support of the owners interest. SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. --Sec. 504.2 and 506.3 I FRONTAGE INCREASE: Perimeter of the entire building = 840 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 20 Allowable area increased 50.0% for frontage increase. Sec. 506.2 840 feet. FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 2 Office Storage 2 Office -l 2 Office -2 2 Mechanical Room 2 Rest room 2 Non-habitable Area TOTAL FOR FLOOR 1 Warehouse 1 Sprinkler Room 1 Heated Storage 1 Show Room 1 Office 1 Conference Room 1 Break Room 1 File/Work Room 1 Telcom Room 1 Womens Restroom 1 Mens Restroon 1 Janitors Room 1 Non-habitable Areas TOTAL FOR FLOOR BUILDING TOTAL S-1 B B B B B S-1* S-1 S-1 M B B B B B B B B B ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok --Sec. 503, 504, 506 and Table 503 515 295 266 80 48 376 1580 30730 32 1148 1912 215 295 226 204 82 64 64 52 348 35372 61250 80500 80500 80500 80500 80500 73020 61250 61250 61250 43750 80500 80500 80500 80500 80500 80500 80500 80500 80500 60575 0.01 0.0 0.0 0.0 0.0 0.0 0.02 0.5 0.0 0.02 0.04 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.58 36952 122039 0.3 ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok *S-1 Warehouse -Some of the materials for which MSDS were submitted along with the permit application are classified as either Flammable or Combustible Liquids. In order to not classify this area as an H-3 occupancy the alllount of material.s must be maintained at a level within the MAXIMUM ALLOWABLE QUANTITY PER CONTROL 1\REA as defined in Section 307 and Table 307.7{1). The following are the maximum to be stored in an S-1 occupancy equipped with an Automatic Fire Sprinkler System: Class I-A Flammable Liquid 60 gallons Class I-B Flammable Liquid 240 gallons Cl-41SS !-C Flammable Liquid 240 gallons Class II Combustible Liquid 240 gallons Class II-B Combustible Liquid 13,200 gallons Allowable area and height calculations are based on different uses being separated by fire barriers. --Sec. 302.3.2 The actual height of this building is 26.0 feet. The maximum height of this building is 75.0 feet. --Table 503 and Sec. 504.2 PROPERTY DESCRIPTION: North Side has a property line. -Distance to property line = 20.0 East Side has a public way. -Distance to public way= 58.0 ,width 60.0 Exterior wall rating based on distance to center line of public way. --Sec. 702.1 FIRE SEPARATION DISTANCE South Side has a property line. -Distance to property line West Side has a property line. -Distance to property line 20.0 142.0 occ BRG WALL S-1 0-hr B 0-hr M 0-hr EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG WEST NON BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr The exterior walls are required to be of NONCOMBUSTIBLE material. --Sec. 602.2 OPNG% UP/PR NL/NL NL/NL NL/NL Projections from exterior walls shall be of noncombustible material. --Sec. 704.2.1 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. --Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. --Sec. 704.8.1 up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up -The maximum percent if all openings are unprotected. pr -The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in lhr walls are required to be protected with 3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715.4 NL = No fire protection requirements for openings. Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. --Table 704.8, Note: g. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS ELEMENT MATERIAL RATING NOTES Structural Frame Noncombustible 0 hour Interior Bearing wall Noncombustible 0 hour Interior nonbrg wall Noncombustible 0 hour Note 5 Shaft Enclosure Noncombustible 1 hour Note 1 Floor/Ceiling Assembly Noncombustible 0 hour Roof/Ceiling Assembly Noncombustible 0 hour ' 13 Stairs Noncombustible None NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. 5. Fire-retardant treated wood shall be permitted in: --Table 601 A. Non-bearing partitions where the required fire-resistance rating is two hours or less. --Sec. 603.1, 1.1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only and do not establish a corridor or serve an occupant load of 30 or more may be: A. constructed of fire retardant treated wood B. one hour fire resistive construction c. wood panels or similar up to six feet in height. --Sec. 603.1, Exception 8 13. Fire-retardant-treated wood shall be allowed in buildings including girders and trusses as part of the roof construction. Table 601, c.3. SHAFT REQUIREMENTS: No shafts were noted on the plan Openings other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related .to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. --Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. --Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. --Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimUm positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. --Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS --Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716.5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers --Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions 4. Fire partitions --Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2 S-1 to B = 2-hour fire barrier. Please provide a wall section indicating the construction and materials of this fire barrier. Openings in this fire barrier are required to be protected with 1 1/2 hour fire assemblies. --Table 715.3 Note: Storage areas less than 3000 square feet need not be separated. Table 302.3.2, b.2. (See note about accessory areas below) S-1 toM= 2-hour fire barrier. Please provide a wall section indicating the construction and materials of this fire barrier. Openings in this fire barrier are required to be protected with 1 1/2 hour fire assemblies. --Table 715.3 Note: Storage areas less than 3000 square feet need not be separated. --Table 302.3.2, b.2. (See note about accessory areas below) B to M = 1-hour fire barrier. Please provide a wall section indicating the construction and materials of this fire barrier. No opening protection is indicated for the windows in the office and no door is indicated between the B & M occupancies. You may consider relocating the door to the office and providing a door to remainder of the B occupancy beyond it. The office could then be considered accessory to the M occupancy and the windows could remain unprotected. Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. --Table 715.3 Except when required by Table 302.1.1, accessory areas occupying 10% or less of the area of any floor and not more than the area or height listed in Table 503 are not required to be separated. --Sec. 302.2 SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --Smoke barrier --Sec. 302.1.1.1 Rooms with any boiler over 15 psi and 10 horsepower --Smoke barrier --Sec. 302.1.1.1 Refrigerant machinery rooms--Smoke barrier--Sec. 302.1.1.1 Incinerator rooms --2 hours and an automatic sprinkler system Storage rooms over 100 square feet --Smoke barrier --Sec. 302.1.1.1 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB occ MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING ------------------------------------------------------------------------- 2 Office Storage AC2 1 0.3 No N/A N/R 2 Office -1 3 1 0.5 No N/A N/R 2 Office -2 3 1 0.5 No N/A N/R 2 Mechanical Room AC 0.0 No N/A N/R 2 Rest room AC 0.0 No N/A N/R 2 Non-habitable Area AC 0.0 No NLA NLR TOTAL FOR FLOOR 6 2 1.2 No N/A N/R 1 Warehouse 61 2 9.2 No N/A Out 1 2 1 Sprinkler Room AC 0.0 No N/A N/R 1 Heated Storage 4 2 0.6 No N/A N/R 2 1 Show Room 64 2 9.6 No N/A Out 1 1 Office 2 1 0.3 No N/A N/R 1 Conference Room 20 1 3.0 No N/A N/R 1 Break Room AC5 1 0.8 No N/A N/R 1 File/Work Room AC4 1 0.6 No N/A N/R 1 Telcorn Room AC2 1 0.3 No N/A N/R 1 Womens Restroom AC 0.0 No N/A N/R 1 Mens Restroon AC 0.0 No N/A N/R 1 Janitors Room AC1 1 0.2 No N/A N/R 1 Non-habitable Areas AC 0.0 No NLA NLR TOTAL FOR FLOOR 151 2 22.7 No N/A Out NOTE: Areas with 'AC' before the number of occupants is being treated an accessory use area. This area is only used persons who occupy the main areas of the building. The occupant load of this area is not included in the total occupant load for suites, floors, or the building. FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 2. Two exits are required from these areas since the common path of egress limits in Section 1013.3. Please provide a corrected plan that will indicate two exits from these areas indicating compliance with Sections 1013 Exit Access, 1014 Exit Access Doorways and 1015 Exit Access Travel Distance NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.--Sec. 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. --Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. --Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. --Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. --Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. --Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. --Sec. 1008.1.8 7 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. --Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. --Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. --Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1.7 STAIR REQUIREMENTS: Stairways: 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. --Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. --Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. --Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. --Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. --Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent grasp. --Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. --Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. --Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. --Sec. 1012.1 5. The minimum height of guard is 42 inches. --Sec. 1012.2 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. --Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches. Exception 3. Areas which are not open to the public within I-3, F, H, or S occupancies, balusters, horizontal intermediate rails, or other construction shall not permit a sphere with a diameter of 21 inches to pass through. 7. The minimum headroom clearance is 80 inches (6ft.-8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. --Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. --Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. --Sec. 1009.6 STAIRWAY ENCLOSURES: 1. Stairways are required to be in 1 hour fire resistive exit enclosures. --Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707.2 See Exception 2 to shaft enclosures in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. Exception 8: 50 percent of egress stairways serving one adjacent floor are not required to be enclosed, provided at least two means of egress are provided from both floors. Exception 9: Stairways serving on the first and second stories are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. --Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. --Sec. 1019.1.1 Doors shall be self-closing or automatic closing. --Sec. 715.3.7 3. Exit enclosure must discharge directly to the exterior of the building. --Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. Exception 2: 50 percent of the number and capacity may exit through 9 a vestibule provided all of the following are met: 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. --Sec. 1019.1.5 --Sec. 1019.5 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in The maximum travel distance in The maximum travel distance in BUILDING ACCESSIBILITY Group Group Group S1 is 250 feet. --Table 1015.1 B is 300 feet. --Table 1015.1 M is 250 feet. --Table 1015.1 1. In addition to accessible entrances required through 1105.1.6, at least 50 percent of all shall be accessible. --Sec. 1105.1 by Sections 1105.1.1 public entrances 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 --Sec. 1106.1 4. At least one accessible route shall connect each accessible level. --Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. --Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. --Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Table 1505.1 STANDPIPE AND HOSE SYSTEMS --Sec. 905 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system. A standpipe system is not required. Areas containing high piled combustible stock or rack storage in any occupancy group require smoke and heat vents. Design to comply with the International Fire Code. --Sec. 910.2.3 LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. --Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. --Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. --Sec. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. --Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. --Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) Foam plastic insulation is required to be protected. --Sec. 2603 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI Al17.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. --Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 I( TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. --Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. --Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent grasp. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. --Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. --Sec. 603.3 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. __ Jan 22 09 10:12a 84 ' ' ; M~Zj7 , 1 1 ,~ -·· ... __ , __ .; ..... ,. ~~ ' 'I '5!:PA~77ot.) f!/:tL-f/;R{z~) ~w... It/. 15 )t·ly~; lfrliJ:"''l'-· . ./ ~ 2ll031Nl'EilNA110NAL BUILDING CODE® ~~~r~~J?.I~;;~/ June 25, 2008 Re: Chief Order No. Description: Builders Name: Building Owners Name: Jobsite City, State: Gentlemen: C092285 120'-0" X 300'-0" X 20'-0" Dancot Construction Fowler & Peth Rifle, CO 3942 Old West Highway 30 P.O. Box 2078 Grand Island, Nebraska 68802-2078 Phone 308/389-7200 ·Fax 308/389-7221 Please accept this letter as certification that the Chief components, produced by an AISC certified manufacturer, for the above described project to be furnished to Dancot Construction, Rifle, CO, for Fowler & Peth, have been designed for the following criteria as specified by Purchaser in the order documents: 2002 MBMA Occupancy Category Standard Buildings Roof Live Load 20 psf (Tributary Area Reduction Not Allowed) Collateral Load 5 psf Ground Snow Load (P 9) 40 psf Exposure Factor (Ce) 1.0 Thermal Factor (C,) 1.0 Importance Factor (I) 1.0 Flat Roof Snow Load (Pr) 28 psf Minimum Roof Snow 40 psf Building Enclosure Enclosed Wind Speed 90 mph (GCpi ± 0.18) Exposure Category C Importance Factor (I) 1.0 Wind Pressure (q) 15.86 psf Seismic Spectral Response Short Periods (Ss) Spectral Response 1 s Period (S,) Seismic Importance Factor Use Group Design Category SUe Class Seismic Resisting System Longitudinal Direction Lateral Direction Seismic Response Coefficient (Cs) Spectral Response Parameter Short Period (Sos) Spectral Response Parameter 1 s Period (So1) Analysis Procedure Base Shear Other Loads: (2) 250 lb. RTU's Mezzanine 125 psf Live Load 4 7 psf Concrete & Deck Dead Load 3 psf Joists Dead Load 5 psf Collateral Load 25 psf Partition Load and applied in accordance with the IBC 2003 Building Code. 47.8% 9.3% 1.0 I c D Steel System (R=3.0) Steel System (R=3.0) 0.151 0.452 0.149 ELF 162.482 lbs. The design of Chief structural steel components is in accordance with the provisions of the 9th Edition of AISC and the NASPEC 2001 AISI Standard. These Chief components as supplied, when properly erected as furnished, on an adequate foundation, will meet the loading requirements supplied to Chief by Purchaser in accordance with good engineering practices. This certification does not cover field modifications nor does it cover materials furnished by someone other than Chief Industries, Inc.; nor the connection between Chief components and those manufactured or supplied by someone other than Chief Industries, Inc. Certified Chief design and detailing facilities: Grand Island, NE, Lincoln, NE, and Janesville, WI. Certified Chief Fabrication facilities: Grand Island, NE and Rensselaer, IN.,.,i;-JPD;;Qertified facilities: None. Other Certified Fabrication Facilities: None. ,,,•''~ 0. ec>-.,,. ~el~~~ Alan D. Blair, P.E. Sr. Design Engineer Chief Industries, Inc. -Buildings Division AB/rnd to"'\.~ o""COQ 0 •.,y '· ~,. \('-v .... ~G.\ST£Rf0·~ ~.:;., ~ .•"' ~ •o~ ~ ""' Q ~ ~ ~ . . ~ :*: 16234 "'~ *E D .U UJ., .): • .,:! ~.q.. . .. ~.~ &~·-§ ~ •• ~$ION~\. :~···S:J~,. .... ~ d'4'h!t .. , •• \ r:::,~"f-...... •c Of ell-,,.•' t"t'tft'tlt'''' ------_j ------------------~--~---~------V!tt-~(2 ~? 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INDUSTRIAL FIRE SPRINKLER CO., INC. 0·16 558084 • .,. . eb 07--/OGa FACSIMILE 'r!,ANSMIT'I'AL FAX:#· rtfo-1''l:z.-2tz"J,'?;J #QFPAGBS Obfl =7 (INCLUDING TinS PAGE) COMPANY NAME COMMENJ'S: Le+ IAA koow any quf:kfirms or RESPOND: PLEASE NOTIFY US IMMEDIATELY IF TRANSMISSION IS INCOMPLETEOR UNCLEAR SS451mperial Ave., San Diego, CA 92113 • (619) 266-6030 • Fax (619) 266·6035 SEP: 18. 2008 3 57PM lNDUSTRlAL FlRE SPRJNKLER CQ JNC For: Danc:ot Stc&l 9-18-08 Fowler & Peth Warehnuse/Oilice Hwy6EJO RiDe, CO 81650 lNDUSTRJAL FIRE SPI<lNKl.£R CO.,lNC. 33451MP!i'RlAL AVE. SAN DIEGO, CA 9Zll3-170Z NO. 5523 P. 2 Chemical Materiallnventory ani! Storage c:onlignralion analysis to determine lire sprbJider design criteria. · There arc Nine different Chemicals (flammable liquids) listed as being stored in the facility. Two Chemicals (ftammable liquids) have a lire Hazard Classification of 3 (suiqu§), Two Cbcmicat~ havr. a Fire 'tiazard UassiDcalion of 2 (moderate). The remaining Five Chemicals are classified as 1 or 0 (~liebt, minimal) SEP. \8. 2008 3:57PM INDUSTRIAL FIRE SPRINKLER CQ INC Allowable Storage Heights INDUSTRIAL FlllE SP!UNKLER CO .• INC. 3845 lMPE!UAL AVE. SAN D!ECO.CA 92113-1702 '(eililioat) Table 66.4.8.2(b) • .30 Density(gpm/ft sq.) for 3,900 sq. ft. with 500 GPM outside hose allowance Liquid Class Container Size 1) Class IB, IC, n S gallons or less NO. 5523 P. 3 Maximum Storage Height 8ft. • Class IA flammable liquids cannot be stored in the building --- SEP. 18. 2008~ 3 57PM i INDUSTRIAL fiRE SPRINKLER CQ INC NO. 5523 P. 4 Wk-a.e. tVi" -~\dj. ··· -· 108.51. tllf. ....... i-:-.orekePJ R~f.e.r: ··---~~r-:-.-:-.:-:--......:......;1-'ttt~lar::ti. "MiN--W L\JL. e ~~..,1'~:.4-:.~q~~~~ INDUSilUAL FJRE SPIUNKLI\R CO., INC . . 3845 lMPERIALAV£. SAN DIEGO, CA 9ZII3·1702 v'\.,,r\ ....•. 1"._.. . \i'l' X t'l;' Affr)(· ; ...-furYlp Rm . . . : Ve-rf\CC~\·TurblVIe · a\ev--t.r. fi~~tt\:f • ,_,_,_ _____ __......_..L.......-.-1. 0 wet\ -:- v-. ,..- -!//! . . . "" ~ = :Site. SkeA-ch-1\!o SCC\\e · "' ~ ! =.====iiNDUST!UALFIRESPRINK!.ER CO., INC. ::::; J8451MPERJALAVE. • . SAND1!!GO.CA92113·1702 = . =!12;::~?;6 ~-g.::=· ::!'E~ou~l~~· = ... ~Pe.§g. ~l:9b=' =·· =~=====-=· __ . _ ~iflerCO .· .· ct-1'8 -oB . . · i(PreAiminary-Concept) ~ W-' = S£P. 18.2008 3:58PM INDUSTRIAL FIRE SPRINKLER CO. INC NO. 5523 P. 7 GENaW., REQUIREMENTS ~ 2o-ia I plosion, lire, flood. earthquake, rodents, 'inseCts, windstorm. treeling. vandalism, and other adve!!e condilions. s.u.I.J• Indoor Fmo Pwnp Units. 5.12.1.1.1* Indoor fire pumps in high·rise building& shall be. physically s•parated or prorecred by 2-hour lire-rated con- struction. a.12.1.1.2 Indoor fire pumpo in non-high-rise buildingl> shall be physically separated orprorecced by fue.rated const.nlction in accordance with Table 5.12.1.1.2. Table 5,12.1.1.2 EquipmODt Prolectioo Pwnp BuildlDg(s) Requited no .... /Ilo""e Exposing Pilllllp Separation Room/House Not sprinklcred Not sprinklered 2 hour ftre-rated Not sprinkleted Fully sprinklered or FuUy sprinklered Notsprinklered 50ft (15.3 m) I hour firc·rated ... :)i-Fully sprinklered Fully sprlnklered or ' SOft (15.3 m) 5.12,1.1.8 Location and access to the fire pump room shall oe p»>planned with the fire department. 5.12.1.1.4 Roonu conoaitlmg fire pumps shall be free from storage and penetrations not essentlal to the operation of the pump and related components. 5.12.1.2 Outdoor Fire Pump Units. 5.12.1.2.1 Fire pump units !coated ouu!oors shall be located at least 50 {t (15.3 m) away from any exposing building. 5.12.1.2.2 Outdoor inStallations also shall be required to be provided with protection ogain9t possible int.crruption in ac- cordance with 5.12.1. 5.12.1.3 Fire Pump Bllildings or ltooli>S wlih Diesel Fnglnes. \ Fire pump buildings or rooms enclooing diesel enmine pump drivers and day tanks shall be protected wilh an automatic •prinkler •ysrem installed in aocordanee with NFPA 13, Stan- dard f11r the Installation •f sprinklerSysrems. 5.12.2 He.._ 5.12.2.1 An approved or listed •ource o£ heat shall be pro- vided for maintaining the temp..,.ture of a pbmp room or pump house, where required) above 40"F (S"C). \ __ , 5.12.2.2 The requirements of 11.6.5 shall be followed for higher temperature requirements for internal combustion engines. 6.12.$ Nonna!J.Jgbting. Attilicialligll.t shan be provided in a pump room or pump house. ~ .. 5.12.4 EmCJgeocy lighting. I 5.12.4.1 Emergency lighting shall be provided in accordance with Nl1l'A.IOI, l,ifo Saf"J Code. 5.12.4.2 Emergency lights shall not be connected to an enginCMt:arting battery. 5.12.5 VenDilltioo. Provision shall be made for ventilation o£ a pump room or pump house. 5.12.6• Dra!Jioge. ....(;;.:..-.. 5.12.6.1 Floors shaU be pitched for adequate dra!Jiage of es- caping water away from critical equipmeo.t &uch as the pump, driver, controller, and so forth. ~ 5.12.6.2 The pump room or pump howe shall be provided with a floor drain that will disdwge to a frost• free location. 1 5,12.7 Guards. Couplings and llexible connectin~t shafo; shall be installed with a coupling gllard in aCcordance with Section 8 of ANSI "815.1, M«hanica!POIIJ<r TmnsmissionApp-.s. 5.18 Pipe al>d Fittings. 5.lS.l* Steel Pipe. S.IS.l.l Steel pipe shall be used above ground except for connection to underground suction and underground. dis- charge piping. 5.13.1.2 Where cotrosive water condition& eXist. steel sucdon pipe shall be galvanized or painted on the inside prior to in· stallation with a paint recommended for submerged surfaces. 5.18.1.3 Thick biruminous linings shall not be used. 5.18.2• Joiaiug Method. 5.15.2.1 Section& ofS<eel piping shall be joined by means of· screwed, flanged mechanical grooved joints or other ap- pra.ed fittings. 5.18.2.2 Slip-type fitting• shall be pennittcd to he used where insral!ed •• required by 5.14.6 and where the piping is me- chanically secured ro prevent slippage. S.lS.S Conceotrate andAdditive Pipiog. 5.15.S.l Foam c:;onc;entrate or additive piping shall be a rna~ terial that will not conode in this service. 5.13.5.~ Oalvani%ecl pipe shall not be used for foam concen- trate service. 5.13.4• Coniug ancl Welding. T<Jrch<utling or welding in d>e pump house shall he permitted as a means of modifying or repairing pump house piping when it is perfotmed in accor .. dance with Nn'A ~lB. Standtml for Fue Prevmtion During Wd<l- ing; Curting. and Other Hot Wml.. !i.l4 Sw:don Pipe ood Fittings. 5.14.1 * Camponeats. 5.14.1.1 The suction components shall consist of all pipe, valves, and fittings from the pump sw:rion flange to the con· neclion to the public or private water service main. storage!' r.ank, or resemir, and •o forth, that feeds water to the pump. 5.14.1.2 Where pumps are installed in series, the suc.rlon pipe for the subsequent pump(s) shall begin at the system side of tbc discharge valve ofthe pr<vious pump. 5.14.2 L>sW!al!on. Suction pipe shall be installed and tested in a~:cordance with NFI' A 24. Starulanl jOT the Imtallation of Pri- vate Fire SII1Vir:e Maim and Thrtir Appurtenances. 5.10 Suction S"m:e. S.\4.5.1 Unless the requitements of 5.14.3.2 are met the size of the suction pipe for a single pump or of the suction header pipe for multiple pumps (operating together) •hall he such 20071!dhlon Sep 17 08 01:11p ~ep ll cuu~ ~.~~~M l)ANCOT STEFl llllTI nTN[; 9708722223 Al',.;/ . .0 tt!ft.,f'.•. ~ INDUSTRIAL FIRE SPRINKLER,C0411NC. ~845 Imperial Avenue. ~a'.! Oi.~tQR,"fA 9,2113 S19-2S6-6030 lrFax 91_!;!~266,6035] -.,,,;;'"'·''·'····-'"""~••"""'';;:,..;,"''···''-'•''i-•si<.c,•C.';.,,.~:~"""" Owner's lniormation CertiflCSie -from 2007Edition of l'fFPA 13/ FtgureA.22.1(b) Owner's Information Certificate Name/Address of property to be prote<:ted witl1 sp~nKier protection: Fow /I!W 4 Pe:fj W&-<-deu=:.. ;j,,ch~ p 1 Name of Owner, _ _,G...:....=fi::.-.;1'11:.;_:_~4':._[_t _________________ _:_ __ Existing or planned construction ts: Fire resistive or noncombustible--7V"-"e,_Sa_ _____________ _ Wood irame or ordinary (masomy walls with wood beams) --_ _.AI"'--'0"'-------- Unl<nown ---- Is the system installation intended for one ofthe following special occupanc es: Aircraft hanger Fixed guideway transit system Race track stable Manne terminal, pier, or wharf? Airport terminal Ai rcratt engine test facility Power plant Water-<:ooling tower Yes Yes Yes Yes Yes Yes Yes Yes !I the answer to any of the above is "yes". the appropriate NFPA lllandard should h~ rAf.,renc!'ll for sprinklor ~ellsttvJaraa cr~tena. Indicate whether an11 of \he following special material are intended to be present: Flammable or combUstible liq~;ids Aemsol products Ni1rate tilm Pyroxylin plastic Ccmpressed or liquefied gas cylinders Liquid or solid oxidizers Organ,c peroxide fonmulations lclle pallets /'&) ~ Yes Yes Yes Yes Yes Yes No (~ I if the answer tn ;my of the above is "yas". deecribe type. laoottM, Jt~r~noet'\"\e-nt, <-•h.l idwnded 'l):l>clmum q~ontltle$. ((t<>.CCc4-J_lllz>-'l ~{.,4-[ C;fr!) Sfit'IZD y. b-A~ Utt/)?q[ 7t;faL) J>agc I of3 Sep 17 08 01:11p oep Jl ~0U~ ~:CC~M UHNCOT STEEL BUILDING 9708722223 INDUSTRIAL FIRE SPRINKLER CO., INC. 3845 Imperial Avenue San Diego, CA 92113 C1 9-206-&0:SO Fax ::n t>-:.155-6035 lndica:e whether the protection is intended ft>r o~e of the fallowing specialized oecupancies 01 areas: Spray area or mixing room Yes Solvent extll3ctian Yes laboraloty using chemicalS Yes O><)lgen-fuel gas system for welding or cutting Yes Acetylene cylinder charging Yes Production or use o1 compressed or liquefied gases Yes Commercial COOking operation Yes Class A hyperbaric cnamtler Yes Cleanroom Yes lncineratcr or waste handling system Yes Liner. handling system Yes lndustriaHumace Yes Water ·COOling tower Yes p.2 p.3 If the answer to MY of the above is "yes". describe type, loCation, arrangement, and intended maximum quant~\es. Will there be any storage of produc:ts ovet 12ft (3.6 m) in heigllt? YesCP If tile answer is "y!'.~·. nRSCrib!!' product. int...,ded £torugo ono•semMt, e~d h<>i~l\1. ----------- WiU there be any storage of plastic, ru:ober. or sim~ar products over 5 II (1.5 m) high except as describe as above? Yes {iii) 11 the answer is ··yes", describe product, inlended stonege arrangemenl, and height ----------- !>age 2 of3 Sep 17 08 02 :09p ~ep !1 cuu~ ~:c~~M UHnLUI ~lttL BUILDING 9708722223 INDUSTRIAL FIRE SPRINKLER CO., INC. 3845 Imperial Avenue San Diego, CA 92113 619-266-6G30 Fax 916-266-6035 p.4 p.4 I certify that I haVe knowledge ol the intended use of the property and that the above in1onnaiion is correct. Signature of own~r's representative or agent: ;ji/!2.-t~~!!!fi!~::......----------------- 7-o I Date: r-I () 0 Name of owners represer.tative or agent completing certificate ~print): Relatio<>ship and firm of agent (print): J.M...,· '-'"'"'n"-"Cit=l!fp.e=r-------------------- S~f note-the above infcrmation Is that whicll is requested by NFPA 1 ~-Local Bwl<!illg Cad" and Fir<: Code issues and ~Squiroments are not addressed by this oelliffcate. To which, the Owner will nave to have direct convaiOOiions with loCal Building and Fire Orticials to determine any addilionaf con<Jitions and requirerrwnts; this may aiSO be dlr8eted at me building Arohit9Ct !<>assist the Owner. IFSC project number:---------------- Page 3 of3 July 16, 2008 Chief Job No. C092285 Builder's Name: Building Owner's Name: Jobsite City, State: Gentlemen: ~I~T~~JP. ~~~ 3942 Old West Highway 30 P.O. Box 2078 Grand Island, Nebraska 68802-2078 Phone 308/389-7200-Fax 308/389-7221 Dancot Construction Fowler & Peth Rifle, CO Please accept this letter as certification that the building which Chief Industries, Inc., will furnish to Dancot Construction, Rifle, CO, for Fowler & Peth, shall be provided with a UL Class 90 Wind Uplift Roof Deck Construction shown and described as "Construction 185 or 185A" in the Classified Building Materials Index, Underwriters Laboratories, Inc., latest edition. Please note that the UL Wind Uplift Rating per "Construction 185" is valid for only the following types of insulation: (1) Any compressible blanket insulation not exceeding 6" in thickness before compression. (2) Any Spray-on type of insulation. (3) Rigid board insulation of 1", 1-1/2" or 2" nominal thickness. ( 4) Rigid board insulation of 1" to 3" thickness with appropriate bearing plates under "Construction 185A". The use of other thicknesses of rigid board and other types of insulation do not comply with "Construction 185 or 185A" and may void the UL Wind uplift Rating. All UL rated roof panels shall be identified by the use of Chief Industries Classification Marking as approved by the UL Laboratories, Inc. Sincerely, CHIEF INDUSTRIES, INC. «4o~ Alan D. Blair, P.E. Sr. Design Engineer Buildings Division AB/md July 16, 2008 Chief Job No. C092285 Builder's Name: Building Owner's Name: Jobsite City, State: Gentlemen: ~I~T~J~Jfi~ ~~~~ 3942 Old West Highway 30 P.O. Box 2078 Grand Island, Nebraska 68802-2078 Phone 308/389-7200 -Fax 308/389-7221 Dancot Construction Fowler & Peth Rifle, CO Please accept this letter as certification that the building which Chief Industries, Inc., will furnish to Dancot Construction, Rifle, CO, for Fowler & Peth, shall be provided with a UL Class 90 Wind Uplift Roof Deck Construction shown and described as "Construction 185 or 185A" in the Classified Building Materials Index, Underwriters Laboratories, Inc., latest edition. Please note that the UL Wind Uplift Rating per "Construction 185" is valid for only the following types of insulation: (1) Any compressible blanket insulation not exceeding 6" in thickness before compression. (2) Any Spray-on type of insulation. (3) Rigid board insulation of 1", 1-1/2" or 2" nominal thickness. (4) Rigid board insulation of 1" to 3" thickness with appropriate bearing plates under "Construction 185A". The use of other thicknesses of rigid board and other types of insulation do not comply with "Construction 185 or 185A" and may void the UL Wind uplift Rating. All UL rated roof panels shall be identified by the use of Chief Industries Classification Marking as approved by the UL Laboratories, Inc. Sincerely, CHIEF INDUSTRIES, INC. ~d~ Alan D. Blair, P.E. Sr. Design Engineer Buildings Division AB/md ~ ) ) ) Hepworm-Pawhk Geotechnical, Inc.. 5020 C9unty Rood 154 . Glenwood Springs, Colorado 81601 Phone 970-945-7988 Fax, 970-945;.8454 emaih-hpgeo@hpgeotech.coi:n PRELTIMINARYSUBSOILSTUDY PROPOSED BIG R COMMERCIAL PARK 28485HIGHWAY6 GARFIE~~~;:~~LORADO JOB NO. 104 106 FEBRUARY 24, 2004 -PREPARED FOR: . RIFLE SKI CORPORATION ATIN: BOB REGULSKI: P.O. BO:X:9 RJFLE, COLORADO 81650 Pa.-icer 303-841-7119 " Colorado Springs 719-6)3-5562 c Silverthome 970-4<i)!H9S9 GEOTECHNICAL REPORT RADIATION HAZARD REPORT ) } ) ) ) TABLE OF CONTENTS : -_ :::: ::; ~:; _.: ::<::J SCOPE OF STUDY .................................... ·-------------------------·-··-----------1 - -. :J 3VELOPMENT .................................................... : ................................. -1 - ::-=-:::.:> :::O:x:?LORATION ......................... : .................... _ ................................................... -.2 - S"C:Ss:_-p.J1 AGE CONDITIONS ....................................... -.......... : ... _ ......... : ....................... -2 - PRELI\1INARY DESIGN RECOMMENDATIONS .......... : ....................................... :.-3- .FO ti.NJ)A TIONS ...................... :._ .......... ·----········ ··--·-·---·-·· ·---· --..... ···--......... ··-----·· .... -.... ~ ,3 - FLOOR SLABS ..................................... ·'· .................................................................. -4 - D~'DERDRAIN ·SYSTEM .......................................................................................... -4 -- SuRF ACE DRAINAGE ...... :: ...................................... _. .. , ....................... : ................... -5 - LIMITATIONS ........................... -------...... : ...... ··:···--··············· .......................................... -5 - FIGURE l•LOCATIONOFEXPLORATORY:BORINGS FIGURES 2 and 3-LOGS OF EXPLORATORY BORINGS FIGURE 4 -LEGENp AND }TOTES FIGURE 5, 6 and 7-SWELL-CONSOLIDATION TEST RESULTS. TABLE f: SUMMARY OF LABOI$-ATORY 'TEST RESUL1~S } .i ) ) ) ) ) ) ) ) ) ) ) ) ) - ) ~2- SITE CONDITIONS ~.:::; si:e was vacant and covered with about 6 inches of snow at the time of our field ex::Jiorntion. Existing commercial buildings are located on Lots 2 through 6 oftb~ development The ground surface on the property is relatively flat with a slight slope down to the southwest. Irrigation ditches are located along the northern side of the property. Vegetation consists of scattered brush and trees, grass and weeds. FIELD EXPLORATION The :field exploration for the project was conducted on January 16, 2004. Six exploratory borings were dri:ued at the locations showri. on Fig. 1 to evaluate the substrrface . "conditions. The borings were advanced with 4 inch diameter continuous flight auger . ~ . - · powered by a truck-mounted CME-45B drill rig.· The borings were logged by a repi:esentative of Hepworth-Pawlak Geotechnical~ Inc>stotted PVC pipe was plaeed in· _each. of the borings to allow for monitoring of future water levels. Samples-of the subsoils were tak:.en with a 2 inch ID. spoon sampler. The sampler was driven into J:h.e subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This teSt is similar to the standaid penetration test describeil. by ASTM Method . D-1586: The penetration reSistance value:;; are an in9ication of the relative deruiity or cous~ncy of the subsoils. Depths at which the samples were taken and the penetration resistance values are s!J.o:wn on the Logs of Exploratory Borings, Figure 2. The sampl_es were rei:Urned to our laboratory for revie\v by fue·project engin€er and testing, SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about 1 to 2 feet of topsoil overlying stiJ:I and sp:ghtly moist to soft and very·rooist, sandy clay and silt with stratified silty sand layers. Relatively dense, t,..t..)Jo 10d.106 PURPOSE AND SCOPE OF STUDY ::-.:-_:_o ~~;::c:: :p:esents the results of a preliminary subsoil study for the proposed Big R :::: :=~:cicl Park located at 28485 :Highway 6, East of Rifle, Garfield County, ·colorado. l.::e p::oject site i? shpwn on Figure L The purpose of the study was to evaluate the s·c::Csur:fuce conditions and their impact on the project. The study was conducted in general acwrdance with our agreement for geotechnical engineedng services to Rifle Ski Corporation, dated January 7, 2004. Percolation testing well be performed when the ground tliaws. A field exploration program consisting of exploratory borings was conducted to obtain -. . . . information on the site andsubsurfuce conditions. S~ples of the subsoils obtained · . . -. . ' - during the :field exploration-were tested in the laboratory to determine their classification, -- compressibilitY or swell and other ~ngineering characteristics:-Th~ results of the field. _ exploration and laboratory testing were analyzed to develop recommendations for project -. --. planning and preliminary' design. This report summarizes the data obtained during this ... -----..... --· '---- study anc! presents our co~lusions and r~mmendatlons basecf'<in the proposed . --. . development and subsm::l'ace conditions encountered. PROPOSED DEVELOPMENT The proposed development consists of a I 6 lot commercial subdivision as shown on Figure 1. The proposed buildings in the (\evelopment will likely consist of large steel· frame, metal skin buildings With slab-on-grade floors. The development will be serviced with individual wells and septic disposal systems. If development plans change-sigci:fictmtly from those descriOed, we should be notified to - -re-evaluate the ~ecommendatio_ns pr-esented in this report. 1 -:J - ;"_'_~:_;-clayey-s_ilty sandy gravel containing cobbles and probable bcmlders was e::::u::tered beneath the clay and silt at depths between about 22 and 31\12 feet. Drilling :=.:he dense gravel With a_uger equipment was difficult due to the cobbles and boulders -. and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content and density', tinconfined compressive stren,oth testing and :finer than sand . size gradation analyses. Results of swell-consolidation testing performed on relatively . undisturbed drive samples of the upper clay and sand soils: presented on FigureS 5, 6 and 7, indicate low to moderate compressibility under conditionS of loading and wetting. The . . . . .·.:·.' . shallow clay samples showed a low to moderate expansion p~tential when wetted undei a constant light surcharge witl:i swelling pressures measured in the range. of about 2,000 to 6,000 psf. Unconfined compi-essive strerr,ath teiti.rrg was performed on two of the more ·moist clay and silt samples with measured strengths of about 1,400 and 1,950 ps£ The· laboratory testing __ is sumi:llirrized in Table I._ .· -. . Qroundwater was measured in the borings at depths between· 9 and 23 feet. The upper subsoils were slightly moist to yery moist With depth. PR.l?.LIMINA..~Y DESIGN RECOMMENDATIONS The conclusions and reco=endations presented below are based on the proposed development, subsurface conditions encountered in the exploratory borings and our experience in the area The reco=endati.ons are suitable for planning and preliminary design but site specific studies should be conducted for individual lot development _ FOUNDATIONS Bearing conditions will vary depending on the specific location of the building on the property. Spread footings placed on the natural shallow silt and clay soils appear suitable with some risk of settlement/heave due to loading and wetting of the bearing soils. We -4- ~·.--~--. ::::~ ::c:=gs can be sized for an allowable bea,.i.ng pressure in the range of 1,500 :: ::.,: : : ::;>>l. Bearing levels should not bi deeper than about 5 feet below the existing ;;:: == s-.:..lE.Ce. Expansive clays encountered in building areas may need to be removed ::: :::e :'ootings designed to impose a minimum dead load pressure to limit potential heave. _.i_ deep foundation system, such as driven piles or helical piers, may be needed if highly expansive clays are enco1mtered. Fo1mdation walls shoUld· be designed to span local anomalies and to resist lateral earth loadings when acting as retaining structures. Below . grade areas and retaining walls should be protected from wetting and hydrostatic l6ading by u$e of an underdrain system. The-fo.oijngs should have a minimi:nn d€pth of36 inches " . · .. for frost protection: - FLOOR SLABS Slab:-on--grade construction should be feasible for l;>earing on the non-expansive natural . . . .· : soils below :the.topsoiL There could be some post eonstruction ~lab movemeDt at·sites with soils thai tend to heave or settle when wetted. To reduce the effects of some differential movement, floor.slabs should be separated from all bearing walls and columns with expailsionjoints. Floor slab control joints should be used to reduce· damage due to shrinkage cracking. ·A minimum 4 inch thick layer of free"<iraining gravel should -underlie basement leveLs~abs to facilitate .drainage. ·In more expansive clay ateas, a structurnlly supported floor may be wamu:ited to limit possible distress caused by wettin:g of the expansive clays. UNDERDRAIN SYSTEM . Although free water was encountered below e;x:pected excavation. depths, it has been our . . . experience in the area and where clays are present that local perched groundwater can . -. develop during times of heavy precipitation or seasonal runoff. An imderdraip. system - should be provided to protect below-grade construction, such as retaining walls and · -basement areas from wetting and hydrostatic pressure buildup. The drains should consist of dfainpfpe surroundea a~ove the invert level with free-draining granUlar material. The- ) ) ) ) ) } ) ) ) -j J ) ) ~ ) ) -5- ::_-,'-o::.o-:.:Cd be placed .at each level of excavation and.at least 1 foot below lowest -- ~.:: 2.e:c=::: f;cish grade and sloped at a minimum 1% to a suitable gravity outlet or sump ;.:::::_ _::·.::::w.p. Typically buildings with slab-on-grade floor at near the exterior surrounding ;;::de should not require an underruam system. SURFACE DRAINAGE. The grading plan for the development should consider runoff from adjacent lots through the project and at individual sites. Potential overflow from irrigation ditches should also be considered in the drainage plan. Water should not be allowed to pond which could . . .. -. ' . . . . . impact foundations. To limit infiltration into the bearing soils next to buildings, exterior ·backfill should be well compacted £Dd have a positive slope aw-ay from the building for a distance of 10 feet. Roof doWnspOuts and draitiS should discharge well beyond the !imltS of all backfill and landscape irrigation shoUld be restricted. LIMITATIONS This study has been conducted according to generally acqepted geotechnica:i engineering principles and practices in thi:s:area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in fuis report are based upon the data obtained from the eXploratory borings located as shown on Figure 1, the proposed type of c~nstruCtion and our e:Xperience In tj:le area Our findings incl~de interpolation and extrapolation of the subsurface eonditions .identified at the exploratory borings and variations in the _subsurface conditions may not become evident until -. excavation is J?eifo!ID.ed. 1f conditions encoun1eni1 during construction appear different . . -. from those described in this report, we should be notified so that re-evalUlrt:ion of the recommendations may b_e made. This report has been prepared for the exclusive use by our client for planning and -- preliniinary design purposes. We are not responsible for technical interpretations by others of our information, As the project evolves, we should provide continued r .... h Nn tM Hlh -6- .-.c.c·--=-.:::.., :.:::.:.·;:: ?c;;r:·c.onal evaluations and review an~ monitor the implementation ::::: :-::~c=e:: "~.;;ens. Significant design ohanges may require additional analysis or :::.:Z::::o"':::::::; :c :::erecommendations presented herein.. WerecoliliJ1end on-site· ::::.:::-.•=.::2::: :f exccvations and foundation bearing strata and testing of structural fill by a ::-e::C"es.;;::.:::::·:e o:fthe geotechnical engineer. 7::-:iy Z. Ada:ni.son, Jr'E I Daniel E-Hardin, P .E. JZA/kzw Job No. 104)06 Hepworth-Pawlak"Geotechnical, Inc. h -5020 County Road 154 Cck::c.do 81650 Glenwood Springs, O,lorado 81601 Phon"' 970-945-7988 F= 970-945-8454 email: hpgeo~hpgeoteckcom Job No. 104106 G"'a!nma Radiation Survey, Proposed Big R Commercial Park, 28485 Highway 6, East of Rifle, Garfield County, Colo:rado. ·· :~rr. Regulski: _.:_;; req:1ested, we have performed a radiation survey at the subject ·site. The findi.ugs and co:1clusions of om survey are presente(! in this report. We previously cbnducted a preliminary ~soil study for the commercial development and presented our findings in a report dated February 24, 2004, Job No. 104106. Proposed Development: The prpposed development cons.ists of a H) lot c6mmercia;l subdivision. The commereial buildi.ugs wiii likely consist oflarge steel frame, nfetal skin structures and wilfbe serviced by individual wells and septic disposal systems. ·Site Conditions: The area of the proposed development is located to the east of Rifle and is bordered on the south side by Highway 6. Existing commercial buildings are located on Lots 2 through 6 of the "development. The site consists of previously irrigated farmland with irrigation ditches along the northern side of the property. The ground ·surface on the property is relatively flat with a slight slope down to the southwest Vegetation o~tside the developed areas consists of scattered brush and trees,· grass and weeds; RadiatioJ! Swrvey: A gamma radiation survey_ was conducted in the developi:n~nt ;'!rea -. -' on June 21 and 22, 2004. Gamma radiation measmements were taken on about 200 -foot spacings throughout the property wi$ additional measurements taken adjacent existing _ buildj;ngs to evaluate potential imported backfill using a Ludlum Mod~l 3 survey meter Parker 303-841-7119 " ColoradoSprings 719-633-5562 e Silverthorne 970~468-1989 ) ~ ) \ I . ' } ) ) ' J ) ) 7 ) f r ' P-:!:tieS.!fi Co"po:a.tion s::::e-23/2I:J04 e.Tcii .L::£J·;:n.YLc<iel44-9 getector. The readings were taken about 2Y:. feet above the The survey points and readings are summarized on Figure 1. The 56 '"'""·~:gS:?"ged from O.OlS:to 0.03 miilirerns per hour with an average of about 0.025 ,...,;);:.,.~::c::.:sper l:Jour. Background readings taken approxiinately l4 mile to the east of the pr,;;;x:ny \vere 0.02 millirems per hour. Conclusions: The gariu:rl.a radiation readings taken at the site appear to be typical of sat-.rral background levels in the area. No mitigation of the radiation should be required. If you blive any _questions or need further assistance, please call our offi~e. Sincerely, Rev. by: SLP . JZA!ksw attachment F,igure 1 -Location of Raqiation Survey Points Job No. 104106 ~tech I I I 104 106 ~ t~=~· .025 1; . - ~ :~ ' ! . j n< --~ .02 I .02 .02 ;, 1.025 . .015 I . . .02 .025 .. .· ·.025 .Q25 .03 .025 EXISTING BUILDINGS . . (TYPICAL) .025 .02-f --;025 L _ _j I--, .02 L_...l .025_-.025 ,- T v .02 I ...... ~.02 \ ) v "' .. 02~ ...... .02 -• . 025 ! . I I -I .03 .03 I I I .025 1- .025 I I . I .0?5' I 025 . I ! I ' -: ! .025 ' .025 '- I I l .o2s I .02 I I l .. 025 .03 I I \ ~0~ \· \ ~.fi,.oJ \ \ - LE,GEND: " .015 .025 --.....; . . .03 .03 1 .025 I -- .03 .025 .. . ' .025 .015 . RADIATION SURVEY POlNT,READINGS IN MIWREMS PER HOUR - .. < './' .025 \--~ -".025· ACCEsS EASE ME .b .025 NT / . .02 / "" . ,.. . --']..P< ~;; '1§. ~ .02 -' . :-1\ ~'-"' ' . y.\d' . - .02 -.025 HEPWORTH-PAWLAK . GEOTECHN~CAL, INC. -. vS - LOCAllON OF RADlAllON SURVEY POINTS Figure 1 - 1-JEPWO!rlll··PAWLAI\ iii IJJI tll!llli 1\1, ll\li. TABlE 1 SUJvlMARY .OF LABOI\1\TOIZY II : i I PI : illl I ', ' .. ---. ·-·····-·iO'·'· ··"<''-"~"'~--"?-<"c~-:-j;·.,,.---.. --. SAMPLE lOCATION NATURAL NATURAL · GRADATION PERCENT ___ t,}JEI~111:R,;JIMII !. \_ "'" "' '" ' I ~IOISTURE DRY. l I ~HI •/II ',' ,J\11 rH:iH t:Hf GRAVEL SAND PASSING LIQUID PLAid i< !lORING DEPTH CONTI:NT DENSITY LI~IIT 1d!ill')!,lll urr•hut-k t:tt~~ ' NO. 200 ll"li'X I (%) (%) SIEVE I (ft\ (%\ ()Jcf) ' J"l<>)_ __ txJ) .. JI].':L. J 1 l lJ.? '110 I :'11tndv :;d!v rlny ... ' . . .... ... '· 5 18.3 107 74 ' 1400 ~;nrHh1 t:!ay nud •dlt ' ·-----. I -------------' 2 ' 3 12.0 J12 Sandy ::'illy d11y ·-" -~-._ ' ' --------- 3 5 18.0 110 88 . ' Sandy silty clL1Y -·-·"··· I ,'. I 4 5 5.3 120 29 Silty sand . 1'(2 112 ' Sandy si Jty clay •5 .I 9.5 ' 5· ,18.8 103 91 1950 Slightly sandy silty clay .. ... 6 5 8.2 107 64 .. •, Y ery suody silly clay . ' ' ' ' ' ' ' . ; ' ' ' '' . ' ' . .· !;"! "' 0 win c 0 Cl-x· 0 w c 0 o; "' !" ii E 0 0 ; Moisture Content 9.5 ·. i Dry Density= 11~ ----------:-T; -H-'---j--j Sample on Sandy Silty Cloy i i F~om: Boring 5 a\ 1 ~ Feet i i i I ' ' i I I i i Ill! ?. 1 1111 r \ -- I I I Expansi_on upon I wetting I . percent pcf I . I l -II I · I II L_~l__L_LLl~LL--~~~LlJJ~~--~_L~~~~,.oo 1~ 10-0.1 APPUED PRESSURE -ksf •. l Moisture. Content · s:2 percent Dry Density = 107 pcf Sample bf: Very Sandy Silty Clay From: Boring 6 at 5 Feet - I I ~-~ . -Expansion ""' -upon "' wetting- ---.I j . - 1- . --- 0.1. 1.0 10 APP[JED PRESSURE -ksf 100 104 106 1 HEPWORT!-1-PAWlfo.K _, SWELL-:-CONSOUD/>.TION-TEST GEOTECHNICAL,_ INC. . -_ RESULTS I Figura-7 ' ! ~ 1 L ~ i t ' :; ' ,, ~ :) ~ Ell-, I j -· .~ I j I I I I I i ''. 104 106 . LEGEND: e> EXPLORATORY BORING (8} LOT NUMBER 5375 " .-----~-----..,.-rr----, «l>BORJNG 3 I I ! G BORING 1. I ~---~----------~ I ~ 1'- 1 "" 5370 _ 1:::-::::::---:------------H I " ---- 5375 I I. @ a I BORING 2 ···:r"~--® l ('-, l I '- ~---------~-----.;..,1 I ® EXISTING SUILDINGS (TYPIGAL)' I F '- "-5370 •. /---ACCESS EASEMENT I 5360 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY_ BORINGS Figure 1 ' ' I I l l l ' i I I -~· ' '· I i i I i I I l ' I ' ' I I i ' I ' ! ! ,. _______ -.: -- --' -- "1 -10 15 0 ~ ., --" u. -· 20 25 104 106 ::__:. .. = 5377' - 15/12- V/C=o1l.7 oo~no 4/12 WC=18.3 DO=i07 -200=74 . UC=HOO 4/12 4/12 1 - 0 - BORING 2 ELc.\1.= 5.372' "12/12 6/12 WC=12.0 DD=112 WOH WOH · 1 -- 0 - BORING 3 EL~'Y= 5373' 14/12" 7/12 wr...=1a.o 00=110" -200=88 3/12 . 1/)2. Note: Explanation of symbols is shown on Figure 4-. HEPWORTl-1-PA WLAK GEOTECHNICAL_, INC. LO(';S OF EXPLORA FORY BORINGS . 0 5 15 -~ " . ., . w.. ~ 20 :;:; 0. "' 0 25 Figure 2 - ,-- - - ~ -·-. 10 i....---:- i ! i ' I ~ I 0 15 "- I. .r::; -a. " 0 ·.Jll_ 20 25 30 -- -104 105 :.._.:... .. = 5::71 r 12/12 10/12 WC=5.3 00=120 -200=29 woH WOH;. 1 BORli{G 5 ELEV.= 5367' 11/12. we=s-.5 00=112 5/12 '1/C-.;18.8 00=103. -200=91 UOc1950 2/12 3/12. ~ 0 . 1 0 -'-· -- BORING 6 ELEV.=· 5367' 13/12 7/12 wt=B.2 00=107 -G00=64 10/12 10/12 11/12 . Note: Explanation of symbols is shown on Figure 4. HEPWORTH-=PAWLAK GEOTECHNICAL:, INC. LOGS ·OF EXPLORATORY BORINGS I 0 ~ 5 10 ~ 15 " " "- .r::; -0.. " 0 20 25 30-=1 ,_Figure 3 _ L= I - ! = -~- ~ --::.:::;:,_-~-__ . s ~ :·=~·', organics, firm, moist, browrr; upper 8 inches frozen. .: CC.-ril); sandy, silty sand layers, stratified, ::'e~o:'1, wet below groundwater level, brown. stiff and slightly moist to soft ancf., :.~;~ :;=" .::_ ::;..,;; silty, sandy, slightly dayey, with cobbles and possible boulders, dense, wet, brown, ?;:£ ~--:-:·_:--_:e:: to rounded rOck. -·- T ~: = • :c· ~ _. _-:''2''::!-coed dlive sample; 2-inch I. D. California liner sample. : ~ .e s::-::o'e-blow count; indicat"'s iliat 15 blows of a 140 pound hammer falling 30 inches were -:::..~:-::::6 tO drive the COtifomia sample!'" 12 incheS. Free water level in borin!l and number of days foll?wing drilling measurement was token. Weight of hammer pushed sampler 12 inches. (No blows) Depili at which boring had caved when checked ciri -·Jaiiuary 17, 2004. Pr~ctical drilling refusaL .l£] · .. Indicate~ slotted PVC pipe installed in boring to depili shown. NOTES: · i. Exploratory borings were drille_d on January 1.6, 2004 wiili a 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site pion provided. · 3. E!e.;ations of exploratory borings were obtained by interi>olotion between contours· on the site pion provided. Logs are_ drawn to .d.epth, 4. The e~ploratory boring locations and elevations should be considered _accurate only to ilie degree implied by the method used. · 5. The lines between materials shown on ilie exploratory boring logs represent the approxknate boundaries between material types and transitions· may be graduaL 6. Water level readings shown on the logs were made at the-time and under the condition? indicated. Fluctuation in water level may occur with time .. 7. Laboratory Testing R~lts: WC = Water Content ( % ) DO = Dry Density {-pcf ) -200 = Per_cent passing No. 200 sieve· UC = Unconfined· Compressive Strengili (psf) 104 105 HEPWORTH-PAWLAK I GEOTECHNICAL, INC. LEGEND. AND NOTES I Fig~re 4 5 2 (.) Expansion upon wetting Moisture Content 11.7 Dry Density = 110 Sample ot Sandy Sil_ty Clay From:Boring 1 9t 1 Foot percBnt pcf . 0.1 l_ ____ ~_j~LJLJj_LlL_~ __ L__l __ L_LJ_LLL1~0~---L~~-L-L~LL~100 1.0 § 1 o; c: 0 0. ~ 0 . - 0.1 - "• - . - -. APPLIED PRESSURE -ksf .. Moisture Content . Dry Density = Sample of: Sandy From: Boring 2 at ----~ ~ ~ r "-, f"-, f', Expansion upon .wetting -. . - . 1.0 10 APPLIED PRESSURE -ksf 12.0 · percent 112 -pcf Silty Clay 3 Feet . -. - -100 I HEPWORTH-PAWLAK 104-106 . GEOTECHNICAL, INC. I SWELl-~ONSOLIDATJ_OI'-1 TEST RESULTS I Figure 5 .- 0 1 2 3 4 Moisture Content 18.0 Dry Density = 110 ----------[-; II f-1 ----'[-:---j Sample of: Sandy Silty Clay ' : i ·, \ \· ---...._:_;-LI ' I ,_I l I II From:Boring 3 at 5Feet_ I \ NO movement upon wetting percent _pcf 1 L_ __ j__l__L_l_LJJLL1L.o_. _ _JL-_JL-J-J-J-Li~,:o~--L---L-~~~-L~,oo 0 ·1 APPUED PRESSURE .-:-ksf . j Moisture Content 5.3 i Dry Density = 120 1--~-f---f---}-}-f+H-t----J--4 Semple of: Silty' Sand From: Boring 4 at 5 Feet . ----Compression upon_ wetting perco...nt pcf 0.1 --1.0 10 100 APPUED PRESSURE -ksf I 104 106 HEP\.VORTH PAWLAK GEOTECHNICAL, iNC. I SWELL-CONSOUDA noN_ TES I_ RESULTS I Fi,9ure 6 -.! ~ § 1 c;; c 0 . ~ 0 w c 0 c;; ., " ~ a. E 0 0 104 : . : ' 1 ury uens•ty = ''~ --------'-~ •. -' 1 --c-!-1 ;-1 ---t~--j Sample of>Sandy Silty Cloy i I ~-I F~om: Bo_ ring 5 at 1 ~ Feet I -I 0.1 . .. ' i i '' ' llj . : i I~ /liT~~ . j 1-1 Expansi_on upon wetting 1~ 10- APPUED PRESSURE -ksf Moisture Content . Dry Density = = .· 8.2 107 per 1 j 100 percent pcf I Sample of: Very Sandy Silty Clay From: Boring 6 at 5 Feet ' -I . ~ I "-.... . . -Expansion ""' -upon i', wetting-. J . - -.. --. . . . I. . . . . . 0.1. 1.0 10 APPUED PRESSURE -ksf .. 100 l HEPWORTH-PAWLAK . SWELL-:-CONSOUDAllON-TEST 106 GEOTECHN'ICAL._ INC.·. RESULTS I Figure -7 Dec OS 08 04:55p Bill ~ Genn~ Welch FAX To: Garfield County Building Dept. From: Genny Welch, DanCot Construction Phone: 970-208-5445 Re: GEMAT Project in Rifle (Fowler-Peth Bldg.) Pages: 2 H., 1. 970 523 0517 Would you please attach the accompanying page to the report l delivered to you some time ago. In copying the original report, the first page was not attached to the remaining pages and did not make the trip with me to your office. Thanks! If you have any questions, please do not hesitate to call. p. 1 Dec OS 08 04:56p Bill ~ Genn~ Welch 970 523 0517 p.2 PROJ!;CT SERVICES REPORT CAPSTONE ~~ fl!NTERPRf5ES WESTr U.C G~oTe<:11N1<'-.At. rum MINJOO tNGINetnmc II' I--''""' ANt> !M!Il'~CTlO!i SCRV\CC:;; DATE Wednesday. September 17,2008 JOB NUMBER 3813 010 ~,.,. ... ~ <"<•>' ~R.'1<> NN'''"''· <.0 """" REPORTNUMBE~R~----------~I~nf~o~1 ______________ _ PI!().'<!' (n~) l~·llli '" (W~l ,., .• ,t, "'i»'"""'"'~P!""""'" CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR "K~C'--"C"o"n"-st"-n"'oc00t00io"-n'----REP. ________ REP. CURRENT STATE OF PROJECT AUTHOR REVIEWED BY Kevfn Contractor Excavating for a 300 by 120 foot warehouse and office bulldlng. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS § DRY DATE TEST# LIFT LOCATION DENSITY [ #leu. Ft. 9/17/0B Info 1 lnfo Exca\IB.ted soil NE oofl\er 1.0 106.6 9/H/OS Info 2 Info Excavated sol! ;!:)' W of Center of E slde 1.0 99.0 9117/08 lnfoi'!> info Excavated soil 150'W of se: corner 1.0 101,1 9/17/08 lnfo4 info Excavated soil 50' E. or Center ofE side 1.0 105.0 1---9117108 1nfo5 i!'lfo Excavated soil NWtotner 1.0 98,6 PROCTOR f.; -~- . MOISTURE CONTENT % 9.0 &.0 7.4 9.5 13.1 113 pcf at 11.5 Moisture 0698 Nativasmycl3y Brian J. R11be ___ ] OPTIMUM RELATIVE MOISTURE COMPACTION PASS/FAIL % % 11.5 94.5% FAIL 11.5 87.6% FAIL 11.5 89.5% FAll 11.5 92.9% FAIL - 11.5 67.3% FAIL NONCONFORMANCE AND ACTION TAKEN Moisture Density 'fests provided to dete;:r:;m:;:in'"'e"lh""e:--;a::m:co:::uc:n:;l-::o7f"w;;:a:cte::rc;t-::o'b::ecc,::,s::e::od--;o::n::c::e-;th"'e::-cfi;;-ll "be7g:c;::,-::s.-------------, UNEXPECTED CONDITIONS TIME ON PROJECT 1 Visit 3 Hours None PROJECT SERVICES REPORT CAPSTON~ ENTERPRISES WEST, LLC G~OTECHNICO.lAND MINING ENG!NEERJNG HOSTING AND lNSPECfJON S~RVJCES ~,. PAR'ff. omv~ GRANO Jli>IC1i0>J. CO 010~t. CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR "K-"C'-"C"'o"ns'"t,_,ru,c,ti"onc_ __ REP. _________ REP. CURRENT STATE OF PROJECT DATE Thursday September 18, 2008 3813 JOB NUMBER REPORTNUMBE~R~------------------~--------­ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor Excavating for a 300 by 120 foot warehouse and office building. Contractor has excavated all top soil from the southwest corner. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS " DRY MOISTURE OPTIMUM RELATIVE DATE TEST# LIFT LOCATION § DENSITY CONTENT MOISTURE COMPACTION PASS/FAIL ~ " #leu. Ft. % % % 9/18/08 1 0 Bottom of Fi!! SW corner or excavation 1.0 86.0 13.1 11.5 76.1% FAIL PROCTOR 113 pcf at 11.5 Moisture 0698 Native silty clay NONCONFORMANCE AND ACTION TAKEN Contractor should continue to compact the southwest corner. UNEXPECTED CONDITIONS TIME ON PROJECT 1 Visit 3 Hours PROJECT SERVICES REPORT CAPSTON~ ENTERPRISES WEST, LLC GEOTEC!-!N!CALANC> MINING ENG!I'IE!OR!NG TESTING AND INSPECTION SERVICES ~~~ PARTE!!l oruv~ ~R .. 'll> Jt.><CToON. ~0 "'504 PHON~ (~10) lSO•JJ}t FAA (970) 21.1.00:1 <»p>l<>M.W«lQ)"OO.<:<>m CLIENT KG Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR ~K,C"-C=on"'s'-'t"ru,_,c:::tio"'n"----REP. -------------REP. CURRENT STATE OF PROJECT DATE Friday, September 19, 2008 3813 JOB NUMBER REPORTNUMBE~R------------------~2~------­ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor Excavating for a 300 by 120 foot warehouse and office building. Contractor has excavated a!t top soil from the west half. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS " DRY MOISTURE OPTIMUM RELATIVE 0 TEST# " DENSITY CONTENT MOISTURE COMPACTION PASS/FAIL DATE UFT LOCATION 0 ~ " #feu. Ft. % % % 9{19!08 2 0 Bottom of Fill CenterofW end of excava!l 1.0 100.5 14.4 11.5 88.9% FAIL 9/19/08 3 0 Bottom of Fill N side ofW end of excavat!o 1.0 97.2 21.0 11.5 86.0% FAIL 9/19/08 4 0 Bottom of Fill 1 00' E of Center of W end 1.0 94.8 16.3 11.5 83.9% FAIL 9/19/08 s 0 Bottom of Fill 150' E of SW corner 1.0 98.0 17.6 11.5 86.7% FAIL 9/19/08 6 0 Bottom of Fill 50' E of NW corner 1.0 95.8 19.6 11.5 84.8% FAIL 9/19/08 1.1 0 Bottom of Fill SW corner of excavation RE 1.0 104.2 19.4 11.5 92.2% FAIL PROCTOR 113 pcf at 11.5 Moisture 0698 Native silty clay NONCONFORMANCE AND ACTION TAKEN Contractor should let the bottom of fill on the west half dry and then continue compaction. UNEXPECTED CONDITIONS TIME ON PROJECT 1 Visit 3 Hours None PROJECT SERVICES REPORT ~ ENTERPRISES WEST, LLC GEOTECHNICAL AN() MINING ~NG!NEER!NG TESTING AND !NSP(<CTION SERVICES 6!3 PARTE€ ORWE GR""n Jtl'<CTOQN, <:.0 liSOI. P~ONO: (070) lSO·~'J> fM (910) Z40·0120 """''Q""""'""l"""·"""' CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR _,_K,C,_C=onc:s,t,ru,_,c:::tio,nc_ __ REP. _____________ REP. CURRENT STATE OF PROJECT DATE Monday, September 22, 2008 3813 JOB NUMBER REPORTNUMBE~R------------------~3~------­ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor excavating for a 300 by 120 foot warehouse and office building. Contractor let the west half dry over the weekend and then finished compacting. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS DATE TEST# LIFT LOCATION 9/22/08 2.1 0 Bottom of Fill CoolOt olW <>n<1 olo>..,o<ioo RETF.Sl 9/22/08 3.1 0 Bottom ofFi!l N ''"" ~~ W <OM Q( """""~'"'"ReTEST 9/22108 4.1 0 Bottom of FlU !WE ofCMt<rc!W""" Rl>lESf 9/22/08 5.1 0 Bottom of Fill 100' E Q! SW '*'"" RE1~ST 9/22/08 6.1 0 Bottom of Fill 50' G of NW wmor RHI'iST 9/22/08 1.2 0 Bottom of Fill $W<»/MrQio>e<rloUoo flF.Te$T PROCTOR 113 pcf at 11.5 Moisture NONCONFORMANCE AND ACTION TAKEN N/A UNEXPECTED CONDITIONS None ~ DRY MOISTURE OPTIMUM RELATIVE 0 " DENSITY CONTENT MOISTURE COMPACTION PASS/ FAIL u ~ #leu. Ft. % % % ~ 1.0 113.1 13.5 11.5 100.1% PASS 1.0 112.3 13.3 11.5 99.4% PASS 1.0 107.7 12.9 11.5 95.3% PASS 1.0 108.2 12.3 11.5 95.8% PASS 1,0 108.3 12.8 11.5 95.8% PASS 1.0 110.2 12.4 11.5 97.5%> PASS D698 Native silty c!ay TIME ON PROJECT 1 Visit 3 Hours PROJECT SERVICES REPORT ••a P~RY~~ DR•v~ CRIIN~ .1\.N\:TO<,>n, GQ .. ~01, CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR .:.K,c:_:c,o,n"s"'tr_,uc,t,io,n ___ REP. ________ REP. CURRENT STATE OF PROJECT DATE Tuesday, September 23, 2008 JOB NUMBER 3813 REPORTNUMBE~R ____________________ 4~-------- AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor excavating for a 300 by 120 foot warehouse and office building. Contractor has placed the first lift of fill over the west end. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS DATE TEST# LIFT LOCATION 9/23108 7 1 Interior fill 50' E of SW corner 9/23/08 8 1 Interior fill 50' E of NW corner 9/23108 9 1 Interior fill 50' E of Center ofW side PROCTOR 113 pcf ,, 11.5 Moisture NONCONFORMANCE AND ACTION TAKEN N/A UNEXPECTED CONDITIONS None " DRY MOISTURE OPTIMUM RELATIVE 0 c DENSITY CONTENT MOISTURE COMPACTION PASS/FAIL 0 0 ~ #/cu. Ft. % % % 1.0 107.7 13.0 11.5 95.3':Vo PASS 1.0 109.2 12.1 11.5 96.6% PASS 1.0 112.0 10.5 11.5 99.1% PASS 0698 Native silty clay TIME ON PROJECT 1 Visit 3 Hours PROJECT SERVICES REPORT ~ ENTERPRISES WEST, LLC GEO'fOCMN!CI>.l AND MINING ENG!NEER!NG TESTING AND INSPECTION SERVICES 01~ PARTEE OR,VE oR""O .AAlcnoN, eo a•~<ll. CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR ~K~C~C~o~n~s~tr~u~c~tio~n~ ___ REP. _____________ REP. CURRENT STATE OF PROJECT DATE Wednesday, September 24, 2008 JOB NUMBER 3813 REPORTNUMBE~R--------------------~5 ________ _ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor finished excavating for a 300 by 120 foot warehouse and office building. Contractor has placed the first lift of fill over the west center and the second lift of fill over the west end. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS " DRY MOISTURE OPTIMUM RELATIVE DATE TEST# LIFT LOCATION § DENSITY CONTENT MOISTURE COMPACTION PASS/ FAIL £ #/cu. Ft. % % % " 9/24/08 10 2 Interior fill 50' E of SW corner 1.0 109.6 13.3 11.5 97.0% PASS 9/24/08 11 2 Interior fill 50' E of NW corner 1.0 104.9 18.9 11.5 92.8% FAIL 9/24/08 12 2 Interior fill 50' E of Center of W side 1.0 104.2 17.3 11.5 92.2% FAIL 9/24/08 13 1 Interior fill 150' E of SW corner 1.0 107,7 17.2 11.5 95.3% FAIL 9/24/08 14 1 Interior fill 150' E of NW corner 1.0 111.0 11.9 11.5 98.2% PASS 9/24/08 15 1 Interior fill 150' E of Center of W side 1.0 106.5 19.4 11.5 94.2% FAIL 9/24/08 16 0 Bottom of Fill 50' W of SE corner 1.0 104.9 9.7 11.5 92.8% FAll 9/24/08 17 0 Bottom of Fill 50' W of NE corner 1.0 105.2 16.2 11.5 93.1% FAll 9/24/08 18 0 Bottom of Fill 50' W of Center of E Side 1.0 108.7 15.8 11.5 96.2% FAIL PROCTOR 113 pcf at 11.5 Moisture 0698 Native silly clay NONCONFORMANCE AND ACTION TAKEN Contractor should let this level dry and then continue compaction. UNEXPECTED CONDITIONS TIME ON PROJECT 1 Visit 3 Hours None PROJECT SERVICES REPORT CAPSTONE "'=~~ ENTERPRISES WEST, LLC '!... GEOTECHNICAL ANO MINING ENG!NEEIUNG TeSTING AND INSPECTION SERV!C<:S .,I MRTE~ OR>V!! qRIIN~ JU<GTION. CO $I~Oc """""""""'"'l')"""-<0"' CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR -'-K"C'-C=o"'ns"t"ru00co:tio:;on"---REP. _______ REP. CURRENT STATE OF PROJECT DATE Monday, September 29, 2008 3813 JOB NUMBER REPORTNUMBE~R~------------------6~--------­ AUTHOR REVIEWED BY Kevin Brian J, Rabe Contractor has begun excavating for the pier pads. Each pier pad will be excavated 2' below bottom of concrete then the native soil will be scarified, moistened and recompacted then 2 feet of pre~moistened 3" minus will be placed. The subgrade for one out of every two pilaster pads was tested. All pilaster pads were observed. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS ~ DRY MOISTURE OPTIMUM RELATIVE DATE TEST# LIFT LOCATION ~ DENSITY CONTENT MOISTURE COMPACTION PASS/FAIL 0 " #/cu. Ft. % % % " 9/29/08 19 0 Pilaster Pad 02 1.0 97.3 18.1 11.5 86.1% FAIL 9/29/08 20 0 Pilaster Pad 03 1.0 102.3 14.6 11.5 90.5% FAIL 9/29/08 21 0 Pilaster Pad 04 1.0 100.6 14.2 11.5 89.0% FAIL 9/29/08 22 0 Pilaster Pad 05 1.0 99.7 14.7 11.5 88.2% FAIL 9/29/08 23 0 Pilaster Pad G2 1.0 102.4 14.5 11.5 90.6% FAIL 9/29/08 24 0 Pllaster Pad G3 1.0 103.9 15.3 11.5 91.9% FAIL 9/29/08 25 0 Pilaster Pad G5 1.0 102.6 16.1 11.5 90.8% FAIL 9/29/08 26 0 Pilaster Pad G7 1.0 101.4 14.9 11.5 89.7% FAIL 9/29/08 27 0 Pilaster Pad A1 1.0 111.1 13.2 11.5 98.3% PASS 9/29/08 28 0 Pllaster Pad A3 1.0 110.6 12.2 11.5 97.9% PASS 9/29/08 29 0 Pilaster Pad f<!j 1.0 111.3 13.0 11.5 98.5% PASS 9/29/08 30 0 Pilaster Pad A7 1.0 110.2 12.0 11.5 97.5% PASS PROCTOR 113 pcf at 11.5 Moisture 0698 Native silty clay NONCONFORMANCE AND ACTION TAKEN Some of the pier pads should be allowed to dry and then recompacted. UNEXPECTED CONDITIONS TIME ON PROJECT 2 Visit 5 Hours PROJECT SERVICES REPORT ~ ENTERPRISES WEST, LLC GEOTECHN!CAt..ANO MINING ENG!NEEilJNG TESTING AND INSPECTION SERVICes 01~ PMl;~e O~NE: ~~IINO J<.l'<tTOQN, CO OIM' ~f«>mi (?>O) <SO·~~~ ~•x (?>O) re••·?><l Cl>pt<OMWO>I~)O""'"""' CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR _,_K,_,C:_:C:,::o"'n,soctr"'uc,t"'io,_,n __ REP. __________ REP. CURRENT STATE OF PROJECT DATE Monday, September 29, 2008 3813 JOB NUMBER REPORTNUMBE~R~----------~6~8~-------------­ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor has begun excavating for the pier pads. Each pier pad will be excavated 2' below bottom of concrete then the native soil will be scarified, moistened and recompacted then 2 feet of pre-moistened 3" minus will be placed. Contractor has recompacted the interior fill. The subgrade for one out of every two pilaster pads was tested. AU pilaster pads were observed. SERVICES PROVIDED I Moisture/Density tests. DENSITY TEST RESULTS " DRY MOISTURE OPTIMUM RELATIVE ~ DATE TEST# UFT no .,n, u DENSITY CONTENT MOISTURE COMPACTION PASS/ FAIL ~ #leo. Ft. % % % 9129106 31 0 A9 1.0 109.7 12.2 11.5 97.1% PASS 9129106 32 0 u J1 1.0 110.8 13.3 11.S 96.1% PASS 9129106 33 0 JJ 1.0 112.0 13.2 11.5 99.1% PASS 9129106 34 0 'I J5 1.0 106.8 12.9 11.5 96.3% PASS 9/29108 35 0 Plla,.ec Pad J7 1.0 109.6 12.1 11.5 97.2% PASS 9129108 36 0 PUa,tec Pad J9 1.0 111.0 12.7 11.5 98.2% PASS 9/29108 11.1 2 I I 1.0 110.7 12.6 11.5 98.0% PASS 9129108 12.1 2 I '" 1.0 1100 12.5 11.5 97.3% PASS 9129108 13.1 1 '" ·~ ' 1.0 111.6 13.3 11.5 96.9% PASS 9129108 1S.1 1 I '" ' ' 1.0 110.1 13.3 11.5 97.4% PASS 9129108 16.1 0 Bottom of Fill 1.0 111.6 13.4 11.5 96.6% PASS 9/29108 17.1 0 BottomofFIII ~w""'' """" 10 111.1 13.2 11.5 98.3% PASS 113 pcf 11.5 Moisture 0698 Native silty clay NONCONFORMANCE AND ACTION TAKEN Some of the pier pads should be allowed to dry and then recompacted. UNEXPECTED CONDITIONS TIME ON PROJECT See Report6A PROJECT SERVICES REPORT ~ ENTERPRISES WEST, LLC ' GEOTECHNICAL ANt> MINING ENG!N~ERING TESTING ANO lNSP!!CT!ON S!!RV!CES ~'" PMl€~ ORIVE ~R<.N(> .ll!I<Cl!O~. CO 3'$01. CLIENT KG Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR _:.K00C,_C00oocnc::s00tr'-'u"'ct"io,n.:_ __ REP. __________ REP. CURRENT STATE OF PROJECT DATE Monday, September 29, 2008 3813 JOB NUMBER REPORTNUMBE~R~----------~6~C~-------------­ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor has begun excavating for the pier pads. Each pier pad will be excavated 2' below bottom of concrete then the native soil will be scarified, moistened and recompacted then 2 feet of pre-moistened 3" minus will be placed. Contractor has recompacted the interior fill. The subgrade for one out of every two pilaster pads was tested. All pilaster pads were observed. SERVICES PROVIDED I Moisture/Density tests. MOISTURE DENSITY TEST RESULTS " DRY MOISTURE OPTIMUM RELATIVE DATE TEST# LIFT LOCATION ~ DENSITY CONTENT MOISTURE COMPACTION PASS/ FAIL 0 " #/cu. Ft. % % % " 9129/08 18.1 0 Bottom ofFi!! 50' W of Center of E side RET 1.0 108.5 12.8 11.5 96.0% PASS PROCTOR 113 pcf at 11.5 Moisture 0698 Native silty clay NONCONFORMANCE AND ACTION TAKEN Some of the pier pads should be allowed to dry and then recompacted. UNEXPECTED CONDITIONS TIME ON PROJECT See Report6A PROJECT SERVICES REPORT ~ ENTERPRISES WEST, LLC Gt:OTECHN!CALANO MINING ENGINEERING TESTING AND !NSPTOCT!ON S~RV!Ces ~~~ PARTOe OI!IV~ ~R/INll J'-"CT<ON. ~0 "'5Q" CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR .:_Ko:;Co_C""'on,s"'t,_,ru,c,tioecnc_ __ REP. _____________ REP. CURRENT STATE OF PROJECT DATE Wednesday, October 01. 2008 3813 JOB NUMBER REPORTNUMBE~R------------~7~A~-------------­ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor excavating for the pier pads. Each pier pad will be excavated 2' below bottom of concrete then the native soil will be scarified, moistened and recompacted then 2 feet of pre-moistened 3" minus will be placed. Contractor has reworked failing pier pads. Contractor using a vibrating plate attachment for a mini excavator to compact the 3" minus. Contractor placing 2 feet of moistened structural fill in 6" loose lifts. The subgrade for one out of every two pilaster pads was tested. All pilaster pads were observed. SERVICES PROVIDED Moisture/Density tests. Structural Fill Compaction Observation. MOISTURE DENSITY TEST RESULTS DATE TEST# LIFT LOCATION 10/1/08 19.1 0 Pilaster Pad 02 10/1/08 20.1 0 Pilaster Pad 03 10/1/08 21.1 0 Pilaster Pad 04 10/1/08 22.1 0 Pilaster Pad 06 10/1/08 23.1 0 Pilaster Pad G2 10/1/08 24.1 0 Pilaster Pad G3 10/1/08 25.1 0 Pilaster Pad G6 10/1/08 26.1 0 Pilaster Pad G7 10/1/08 37 0 Pilaster Pad 06 10/1/08 38 0 Pl!aster Pad 08 1011/08 39 0 Pilaster Pad 010 1011/08 40 0 Pilaster Pad G9 PROCTOR 113 pcf at NONCONFORMANCE AND ACTION TAKEN N/A UNEXPECTED CONDITIONS " DRY MOISTURE 0 " DENSITY CONTENT 0 ~ #/cu. Ft. % RETEST 1.0 107.5 12.4 RETEST 1.0 108.0 10.3 RETEST 1.0 107.8 12.8 RETEST 1.0 109.3 11.8 RETEST 1.0 111.6 12.7 RETEST 1.0 111.9 12.3 RETEST 1.0 111.5 13.1 RETEST 1.0 110.1 12.3 1.0 110.0 13.1 1.0 111.3 12.4 1.0 108.5 12.3 1.0 112.0 12.3 11 .5 Moisture 0698 Native silty clay TIME ON PROJECT OPTIMUM RELATIVE MOISTURE COMPACTION PASS/ FAIL % % 11,5 95.1% PASS 11.5 95.6% PASS 11.5 95.4% PASS 11.5 96.7% PASS 11.5 98.8% PASS 11.5 99.0% PASS 11.5 98.7% PASS 11.5 97.4% PASS 11.5 97.3%. PASS 11.5 98,5% PASS 11.5 96.0% PASS 11.5 99.1% PASS 1 Vlsll3 Hours PROJECT SERVICES REPORT CAPSTONE '*'=~~ ENTERPRISES WEST, LLC""" GEOTECHNICAl. AND MINING ENGINEERING T!;ST!NG AND INS!>ECT!ON SERVIC~S 611 PMT~f. 0~10~ ~RAND JU<CTEON. CO~~~~~. CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR _:_K00C,_C=onc:s00t,_,ru,_,c,tio"'n"--_-REP. _____________ REP. CURRENT STATE OF PROJECT DATE Wednesday, October 01, 2008 JOB NUMBER 3813 REPORTNUMBE~R~----------~7;6 ______________ __ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor excavating for the pier pads. Each pier pad will be excavated 2' below bottom of concrete then the native soil will be scarified, moistened and recompacted then 2 feet of pre~moistened 3" minus will be placed. Contractor has reworked failing pier pads. Contractor using a vibrating plate attachment for a mini excavator to compact the 3" minus. Contractor placing 2 feet of moistened structural fill in 6" loose lifts. The subgrade for one out of every two pilaster pads was tested. AU pilaster pads were observed. SERVICE:; PR Moisture/Density tests. Structural Fill Compaction Observation. MOISTURE DENSITY TEST RESULTS DATE TEST# LIFT LOCATION 10/1/08 41 0 Pilaster Pad G11 10/1/08 42 0 Pilaster Pad G13 10/1/08 43 0 Pilaster Pad G15 10/1/08 44 0 Pilaster Pad J11 10/1/08 45 0 Pilaster Pad J13 10/1/08 46 0 Pilaster Pad J15 10/1/08 47 0 Pilaster Pad J16 10/1/08 48 0 Pilaster Pad 012 10/1/08 49 0 Pilaster Pad 014 10/1/08 50 0 Pilaster Pad 016 10/1/08 51 0 Pilaster Pad A11 10/1/08 52 0 Pilaster Pad A13 PROCTOR 113 pcf " NONCONFORMANCE AND ACTION TAKEN N/A UNEXPECTED CONDITIONS " DRY MOISTURE § DENSITY CONTENT 0 " #leu. Ft. % " 1.0 108.6 13.1 1.0 112.4 13.1 1.0 111.5 12.9 1.0 110.7 12.3 1.0 108.6 13.0 1.0 110.8 13-2 1.0 109.4 13.3 1.0 107.8 13.3 1.0 108.1 13.0 1.0 108.3 12.1 1.0 110.2 13.2 1.0 107.5 12.7 11.5 Moisture 0698 Native silty clay TIME ON PROJECT OPTIMUM RELATIVE MOISTURE COMPACTION PASS/FAIL % % 11.5 96.1% PASS 11.5 99.5% PASS 11.5 98.7% PASS 11.5 98.0% PASS 11.5 96.1% PASS 11.5 98.1% PASS 11.5 96.8% PASS 11.5 95.4% PASS 11.5 95.7% PASS 11.5 95.8% PASS 11.5 97.5% PASS 11.5 95.1% PASS See Report7A PROJECT SERVICES REPORT c~ ENTERPRISES WEST, LLC Ge\>TECHN!CAL AND MINING ENGINEERING TesTING AND INSPECTION S~RV!CES ••a •MHf.~ o"'v~ GRANQ JllNCT!\ll<, C<) e•W• CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR .:;Ke;C:_c,o,n"'s"tr,_,u,c,tioe;ncc_ __ REP. _____________ REP. CURRENT STATE OF PROJECT DATE Wednesday, October 01, 2008 3813 JOB NUMBER REPORTNUMBE~R~----------~7~C~--------------­ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor excavating for the pier pads. Each pier pad will be excavated 2' below bottom of concrete then the native soil will be scarified, moistened and recompacted then 2 feet of pre-moistened 3" minus wfl! be placed. Contractor has reworked failing pier pads. Contractor using a vibrating plate attachment for a mini excavator to compact the 3" minus. Contractor placing 2 feet of moistened structural fill in 6" loose lifts. The subgrade for one out of every two pilaster pads was tested. All pilaster pads were observed. SERVICES PROVIDED Moisture/Density tests. Structural Fill Compaction Observation. MOISTURE DENSITY TEST RESULTS DATE TEST# LIFT LOCATION 10/1/08 53 0 Pilaster Pad A15 10/1/06 54 0 Pilaster Pad A16 10/1108 55 0 Pilaster Pad 07 10/1/08 56 0 Pilaster Pad 0.481 10/1/08 57 0 Pilaster Pad 12 10/1/06 58 0 Pilaster Pad E16 PROCTOR 113 pcf at NONCONFORMANCE AND ACTION TAKEN NIA UNEXPECTED CONDITIONS None oc DRY MOISTURE g 0 DENSITY CONTENT g #/cu. Ft. % • 1.0 110.5 12.2 1.0 111.8 13.2 1.0 108.9 12.3 1.0 108.8 12.0 1.0 111.2 12.6 1.0 109.4 13.1 11.5 Moisture 0696 Native silty clay TIME ON PROJECT OPTIMUM RELATIVE MOISTURE COMPACTION PASS/ FAIL % % 11.5 97.8% PASS 11.5 96.9% PASS 11.5 96.4% PASS 11.5 96.3% PASS 11.5 96.4% PASS 11.5 96.8% PASS See Report7A PROJECT SERVICES REPORT ~ ENTERPRISES WEST, LLC GEOTECHNICAL AND MINING ENG!NEEI\!NG TESTING AND INSPECTION St!JW!CES o•~ PollY~<: P~.VE GRAI<O ,,,.l>KT>QN. CO a•~QI. CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR SUB CONTRACTOR .:.K::oC:..:o:C;,:onc;;s:::t;.:ru,co:tio"n'--_-REP. ________ REP. CURRENT STATE OF PROJECT DATE Thursday, October 09, 2008 JOB NUMBER 3813 REPORTNUMBE~R~------------------~8 ________ _ AUTHOR REVIEWED BY Kevin Brian J. Rabe Contractor excavating for the pier pads. Each pier pad will be excavated 2' below bottom of concrete then the native soil will be scarified, moistened and recompacted then 2 feet of pre~moistened 3" minus will be placed. Contractor using a vibrating plate attachment for a mini excavator to compact the 3" minus. Contractor placing 2 feet of moistened structural fill in 6" loose lifts. SERVICES PROVIDED Moisture/Density tests. Structural Fill Compaction Observation. MOISTURE DENSITY TEST RESULTS DATE TEST# LIFT LOCATION 1019/08 59 3 Interior fill 50' E of SW corner 10/9/08 60 3 Interior fill 50' E of NW corner 10/9/08 61 3 Interior fill so· E of Center of W slde 10/9/08 62 2 Interior fill 150' Eof SW comer 10/9/08 63 2 Interior fill 150' E or NW corner 10/9/08 64 2 Interior fill 150' E of Center ofW side 10/9/08 65 1 Bottom of Fill 50' w of SE corner 10/9/08 66 1 Bottom of Fill SO'WofNEcomer 10/9/08 67 1 Bottom of F!U so· W of Center of E side PROCTOR 113 pcf ,, 11.5 Moisture NONCONFORMANCE AND ACTION TAKEN N/A UNEXPECTED CONDITIONS " DRY MOISTURE @ DENSITY CONTENT 0 " #feu. Ft. % a 1.0 108.3 12.9 1.0 107.6 12.8 1.0 108.2 12.6 1.0 107.4 12.1 1.0 108.4 13.4 1.0 112.1 12.5 1.0 111.7 12.3 1.0 109.3 13.1 1.0 111.7 12.6 D698 Nat!ve silty clay TIME ON PROJECT OPTIMUM RELATIVE MOISTURE COMPACTION PASS/FAIL % % 1L5 95.8% PASS 11.5 95.2% PASS 11.5 95.8% PASS 11.5 95.0% PASS 11.5 95.9% PASS 11.5 99.2% PASS 11.5 98.8% PASS 11.5 96.7% PASS 11.5 98.8% PASS See Report7A KC Construction MOISTURE-DENSITY RELATION (ASTM D-698) Rifle Lean Clay 3813 113 pcf@ 11 _5%MOISTURE 130.0 100.0 PROJECT SERVICES REPORT Cj~f'/i.Tr.?l'//i 0esr, 'LLC"- ~'"''c~u>co., ... ~o "'mue 'u"'"''"'"" <0$Tl"GA!>O !USOE<:;TH>U Si~~!C<S CLIENT KC Construction PROJECT Big R Industrial Park DATE Tuesday, October 14, 2008 JOBNUMBER-------~~~~37~8~6~~~-------- PRIME CONTRACTOR-;;K"'-C7:C-"'on"'s"'tru=::c:c:tio"-'n ____ _ ·~ ·:::::::::c_::"'····· REP. ~K:':ev7ini==------ REPORT DESCRIPTION Test Reports MOISTURE DENSITY TEST RESULTS ~ ~ t o DRY MOISTURE OPTIMUM RELATIVE PASS/ FAIL 8. DATE TEST# LIFT ILOCA1r'rlvO"N g DENSITY CONTENT MOISTURE COMPACTION & 8: #leu;.;. F..;;t.+~:-:i'A'":o -+---,;-i'%~-1--~o/,~o:;;---l!-:"":"::'--l 1. 9/18/C 1 ,Be .om ot Fill SWcornerof, 1.0 ~ 13.1 .5 76.1% FAIL 2. 9/19/0! 1.1 0 tofFill SW• i 1RETEST 1.0 104.2 19.4 11.5 92.2% FAIL 3. 9/22/0! 1.2 0 tofFill SWcornerot• i 1RETEST 1. 110.2 12.4 11.5 97.5 PASS :.0 9/19/08 2 0 tofFill lendof• i 1. 00.5 14.4 .5 88,9 FAIL J-7'·:;;.+0_9;!i/l;z;;;;~2'"'/[D;,:-.-J8---"2';;-.. 1~f-~OO~lottom Of Fill J of • i 1 RETEST 1. 113.1 13.5 11.5 100. PA~iS :.0 9/19/08 lottom of F1 N side ofW end of • ' 1.0 l7.2 21.0 11.5 86.0~ FA 3.0 9122108 3. toiFi N• Jof• '1RETEST 1.0 12.3 13.3 11.5 99.4~ PA~;s 2.0 9/19/08 tofFi 100'EofCenterofWend 1.0 .8 1.3 11.5 83.9~ FAIL 3.0 9/22/08 4.1 0 10fFi 100'EofCenterofWendRETEST 1.0 .7 ~.9 11.5 95.:J' PASS 2.0 9/19/08 5 0 tofFi 150'Eof: 1.0 :.0 '.6 '1.5 86.71 FAIL LO 3/2 0108 (. 0 1 o! Fi 150' E r RETEST .0 1.2 12.3 11.5 95.8 PASS ~.0 3/1l/08 0 toiFill 50'EofNWcorner .0 9 •.8 19.6 11.5 84.8 FAIL 1.0 3/20'08 E 0 toFFill 50'EofNWcornerRETEST .0 1( 1.3 12.8 11.5 95.8 PASS ~ ~; .I Ill ~~:~::~:~:;~:; .0 ~~. ~'::~ ;~; ~~:~~ =~;~ .v 9i2316v 50'EofCenterofWside .0 11 . 111.5 11.5 99.1~ PASS 5.0 9/24/08 I 1 50'EofSWcorner 1.0 109.6 13.3 11.5 97.0"" PASS 5.0 9/24/08 I ' 50'EofNWcorner 1.0 104.9 18.9 11.5 92.8~ FAIL 6.0 9/29/08 1 1 50'EofNWcornerRETEST .0 110.7 12.6 11.5 98. PASS ~~-~~~m~+-~12-+-~2~11n~terio~r·7,fiiii-I---~50•''E~otf~•Cen~mrr~otwt~s~e~==--~~~·C0~~1~00~4· .. 2~~-1~17~.3-+--71·1~ .. 5~4--9~2.:~~~F~AIL~ 912910 12.1 2 Interior fill 50' E of Center of w side RETEST .0 110.0 12.5 11.5 97 PASS 6.0 5.0 5.0 6.0 5.0 6.0 24/0! 13 1 i ·til 150' E of SW corner 1.0 07.7 17.2 11.5 95.31 FAll ~ 29/08 13.1 1 i ·til 150'EofSWcornerRETEST 1.0 111.8 13.3 11.5 98.91 PASS 24/08 14 1 i I 150'EofNWcorner 1.0 .5 .21 PA~S 9/24/08 15 1 llnteriorfill 150'E· fWside 1.0 11 .5 .2~ FA 9/29/08 15.1 1 llnteriorfill 150'E 1.0 1 .5 '.41 PA~S 9/24/08 16 0 tofFill 50'W• 1.0 104.9 9.7 11.5 92.81 FAIL 9/29/08 16.1 0 I BOttom ot FIJI 50' W ofSE corner RETEST 1.0 111.6 13.4 11.5 98.8~ PASS PROJECT SERVICES REPORT ~~f/i_l;_Cjl//l ::VEST,~ G'OTtO<H!O<C AN<> ><l~!t<G "'"'"''"'"" nsn~G M<O ms .. CT!<>" ••llvl~" "~~·.::.~~·~~·,,_ ''"""'""'"'''"' ,,,,..""--"'' CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR-;K;'C'"'Ci':o'"n"'s"'tr.::u.::ct"'io::.n:.._ ____ _ REP. Kevin REPORT DESCRIPTION Test Reports MOISTURE DENSITY TEST RESULTS .. t: 0 DATE TEST# LIFT LOCATION 0. "' 0:: 5.0 9/24/08 17 0 Bottom of Fill 50' W of NE corner 6.0 9/29/08 17.1 0 Bottom of Fill 50' W of NE comer RETEST 5.0 9/24/08 18 0 Bottom of Fill 50' W of Center of E side 6.0 9/29/08 18.1 0 Bottom of Fill 50' W of Center of E side RETEST 6.0 9/29/08 19 0 Pilaster Pad 02 7.0 10/1/08 19.1 0 Pilaster Pad 02 RETEST 6.0 9/29/08 20 0 Pilaster Pad 03 7.0 10/1/08 20.1 0 Pilaster Pad 03 RETEST 6.0 9/29/08 21 0 Pilaster Pad 04 7.0 10/1/08 21.1 0 Pilaster Pad D4 RETEST 6.0 9/29/08 22 0 Pilaster Pad D5 7.0 10/1/08 22.1 0 Pilaster Pad D5 RETEST 6.0 9/29/08 23 0 Pilaster Pad G2 7.0 10/1/08 23.1 0 Pilaster Pad G2 RETEST 6.0 9/29/08 24 0 Pilaster Pad G3 7.0 10/1/08 24.1 0 Pilaster Pad G3 RETEST 6.0 9/29/08 25 0 Pilaster Pad G5 7.0 10/1/08 25.1 0 Pilaster Pad G5 RETEST 6.0 9/29/08 26 0 Pilaster Pad G7 7.0 10/1/08 26.1 0 Pilaster Pad G7 RETEST 6.0 9/29/08 27 0 Pilaster Pad A1 6.0 9/29/08 28 0 Pilaster Pad A3 6.0 9/29/08 29 0 Pilaster Pad A5 6.0 9/29/08 30 0 Pilaster Pad A7 6.0 9/29/08 31 0 Pilaster Pad A9 6.0 9/29/08 32 0 Pilaster Pad J1 6.0 9/29/08 33 0 Pilaster Pad J3 6.0 9/29/08 34 0 Pilaster Pad J5 DATE Tuesday, October 14, 2008 JOBNUMBER-------~~~~3~7~8~6~~~'---------- "' 0 DRY MOISTURE OPTIMUM RELATIVE PASS/ .... () DENSITY CONTENT MOISTURE COMPACTION FAIL 0 "' #/cu. Ft. % % % a. 1.0 105.2 16.2 11.5 93.1% FAIL 1.0 111.1 13.2 11.5 98.3% PASS 1.0 108.7 15.8 11.5 96.2% FAIL 1.0 108.5 12.8 11.5 96.0% PASS 1.0 97.3 18.1 11.5 86.1% FAIL 1.0 107.5 12.4 11.5 95.1% PASS 1.0 102.3 14.6 11.5 90.5% FAIL 1.0 108.0 10.3 11.5 95.6% PASS 1.0 100.6 14.2 11.5 89.0% FAIL 1.0 107.8 12.8 11.5 95.4% PASS 1.0 99.7 14.7 11.5 88.2% FAIL 1.0 109.3 11.8 11.5 96.7% PASS 1.0 102.4 14.5 11.5 90.6% FAIL 1.0 111.6 12.7 11.5 98.8% PASS 1.0 103.9 15.3 11.5 91.9% FAIL 1.0 111.9 12.3 11.5 99.0% PASS 1.0 102.6 16.1 11.5 90.8% FAIL 1.0 111.5 13.1 11.5 98.7% PASS 1.0 101.4 14.9 11.5 89.7% FAIL 1.0 110.1 12.3 11.5 97.4% PASS 1.0 111.1 13.2 11.5 98.3% PASS 1.0 110.6 12.2 11.5 97.9% PASS 1.0 111.3 13.0 11.5 98.5% PASS 1.0 110.2 12.0 11.5 97.5% PASS 1.0 109.7 12.2 11.5 97.1% PASS 1.0 110.8 13.3 11.5 98.1% PASS 1.0 112.0 13.2 11.5 99.1% PASS 1.0 108.8 12.9 11.5 96.3% PASS PROJECT SERVICES REPORT 'i.flf/i.!F!t!f vtesr, ~ G~~~~,~~'f:,; ~,:';,~~~ ~~~~~g>NC CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR-i::K':'Cc"C="'on""s""tru=o:c,tio"-'n ______ _ REP. Kevin REPORT DESCRIPTION Test Reports IVIUI<> I' 11 'fEST RIOSUL TS DATE TEST# DATE _________ T~u~e~sd~a~y,~O~ct~o~be~r~14~,~20~0~8 ______ ___ JOB NUMBER 3786 DRY MOISTURE DENSITY CONTENT #/cu. Ft. % OPTIMUM RELATIVE MOISTURE COMPACTION % % PASS/ FAIL 6.0 9/29/08 35 0 IPilasterPad J7 1.0 109.8 12.1 11.5 97.2% PASS 6.1 9/29/C 3E 0 I · Pa< J9 1.0 111.0 12.7 11 9 . PASS ~'*.OO+~.;.;Ii;e;-C-t--;5;:;--+-.;c-0-f,;~ad 1. m 1 1· .5 J5.8' PASS .0 1/C 5 PiiasterPad 1. 11( 11. 1 .5 )7.5~ PASS l-'.;';,;;:-rg-;:H:,Ilc,;i111""i1'0gc;;:.-..J~-;~;-t-~g--*'~!~ ~;~ ;:g ;~~; i~:~ 1~; ~T· ~~~~ 7. 10/1/0 i4 ·Pad A16 1.0 111.8 13.2 11.5 98.' 0 ASS 1C ~~8 ln~no~~---~~~.E~'9~fs~w7co~rne~r----_,-7i:·;;:.-..J~~g~~::~r-~1~--t-~~-f--~::~~:--,_~:~;~~~ 8.0 10/9/08 60 3 •fill 50'EofNWcorner 1. 107. 1 5.21 PA! PROJECT SERVICES REPORT <ie!:/t}:f?s"'f,~ ~EST,~ o•OT<C""l<:A' A"D >l!PU~G EN<;WW<!UG n•uu""""'"s .. <;noii><OVIC<S "" t 0 DATE TEST# a. <D a:: 10/9/08 10/9/0~ 10/9/08 80 10/9/08 64 8.0 10/9/08 65 8.0 10/9/08 66 8. 10/9/08 6i 113 pel CLIENT KC Construction PROJECT Big R Industrial Park PRIME CONTRACTOR7.Ki"C':'C':'o"-'n::.:st:.::ru:::ct::.:ioc.:n ____ _ REP. Kevin REPORT DESCRIPTION Test Reports ~ESULTS LIFT LOCATION 3 I :erior fill ' E of Center of W side 2 I :enor till .o· E of SW corner I :erior fill •0' Eo f NW corner ! Interior fill 150' Eo f Center of W_side. !Interior fill 50' W of SE corner 1 r fill 50' W of NE corner 1 till so· W of Center of E side at 11.5 Moisture D698 DATE Tuesday. October 14, 2008 JOBNUMBER------~~~~3~7~8~6~~~~----- "' 0 DRY MOISTURE RELATIVE PASS/ ... 0 DENSITY CONTENT COMPACTION FAIL 0 0: #I Ft. a. 1: !.6 11.5 ~!> .~% PASS 1: .1 11.5 95.0% .. PASS 11 13.4 11.5 95. l% PA 3S 1 112,1 12.5 11.5 99. 2% PA 3S 1 111.7 12.3 11.5 98.3% PA3S 1.0 109.3 13.1 11.5 96.7% ~ 1,0 111.7 12.6 11.5 98.8% Native silty clay Sap 17 08 02:19p =••====--=====~~~-= .. CTIQIJ ===-====------ SURE·SF..A.Ut BUTYL MEMBRANE 71/-70 OIEIIUCAL fNIIJL Y: PIUXlU:l !lSI:: VulcaniEed Eutyl Rubber Uaterproofing Membrane f._,_,.: Ji!ixture =:;::-=---===:-:::========== SECTJCII l J(A) KA2.AJtDCliS JMGREDJEMTS =======,============= ===--================:::= l ngred.ients; Sutyl Rubber Petroleur. Hydrocarbon Oil Pe-trole~..W lolevc. SICJI DESIG- l.J) OFUiGREDJEIT ISI'Etlf1SPEtiES I I<DJT£) SEClltlrl II(B) ADOJl!CINAL INQI:IDIEWTS (>31) CAS * 9010-SS-9 CAS # 64742~01~4 CAS * 64742-43-4 LC.nOfll1Ga£1>tE•t ISP£~1FY SPECIES) =--=--===--==o~========Pl:;...----== SECTlCif lll PHYSICAl DATA :c:======;c---=~====~-~-=-= ?hysical State YOC Csra.s/liter> Odor Threshold tcpD) Solid .,. 'lA HIA vaoor Density CAlR=1> .,. NIA ,,. MIA ~ific Gravity tD£ff water/Oil Dist: Insoluble So.lubi I ity In Water Volatiles Bv ~ (~) torros ivi ty .,. 1.18 HJA =--===:--"'=======a=-===;:;"";o:"'c:::== SECTION JV-FJRE AND £XPLOSlt»> HA2.ARD DAtil ===--======~=,=======­ Flan.mbH ity: Yes 8 M Jf Yes. Lbder \IJid! tonditi~? rtashooint ("[) A.rd Method Al.n:oignition lmperature-< •q Abcve ~c Open Cup .,. HIE N/E Toxi~ gases or vapors, suches carbon monoxide, ca~bon dioxide, or oxicies of nitrogen may be rel~ased in a fire. E):PlOSIC. DATA: sens.itivi'tx To t.,...t: None kno\on ~itivity To Stat it Discha¥ge: ~one known Eitinguishing Media: Standard fire extingvishers wat•r tog followed by coa~se stream. Special Fire fighting Procedures: ~ear respirator; avoid breathing smoke. t.lnus.uat Fi .. e And Exploslon Hazards~ None known ====--==~=== .. ==--====== SECTlCJt Y -tEACIIVJTY DATA =============="""'-========-•;===== Ch~ieat Stability: Stable Kaza~ Poly.erization: Ccn:li'tions Jo Avoid: Open Ha:5~es Incompatibility (Materials TO Avoid) None 1t22ardous Deczyrition Prod..lets: loxic gases or-vapors, such as carbon ll'IOf\OXide, carbon dio:J~:ide~ or oxides of nitrogen may be release in a fire. Sep 17 08 02:20p p.9 ""lllUCT IIAIE: St..: RE-SEAL• BUTYL MEMBRANE SECTIOI< VI -lCIXICOI.OGICAL PROPEilT!ES ================ Routt Of hit ry: Skin l:antkt X Eye &ontact Effects Of Acute E!J??:Cfure To Pr~t: Possible skin irritation on contact. Effects Of Chronic £•P'?f•..-e: Possible skin irritation on contact~ tMalation Sensiti:t&tion lo Prock.let ~IE May irritet~ skin~ May cause skin sensitizetion in some ~pie_ l eratggenici ty Reproductive Toxicity MutOO!!!)t ity No evidence No evidence No evi~nee =======::;;:::: •======= SEtTION VJJ ~PREVENTIVE MEA~ES Emineoedoo Controls CEG •• Ventilation. Ene losed Proc:essl: None required leek Or Splll Procedure: Handle as normal sotid waste. synersi&tie Products None known Waste DisP?fal: Dispose of in accordance with alt local, state, end federal regulations. Storage Req.Jir~ts~ None Spe:cial SMppi ng lnfon.at\an: tlone lnoesUon No evidente T~t'ipenieity No evide~e ====eo====--========== SECTlDII Vl)t -FlRST AID NEASt.RES =::::================ specific Measures: Skin Contacl ~~ash with soap and water. Get medical attention if reaction develops and irritation persists. ====-=--===---==-SEClJON JX ~ SARA SECliDII 313 SUPPLIER NOTlflCATiat This prod.Jc1 r;.ontains the followinu 1c»tic cl'lt5Jiicals subject to the rep!)rt ire req.~ireaents of Section 313 of the ber9eftCY Plaming And to.unity Right~lo~Know Ac::t of 1986 Olld of 40 CFR 372 .. CAS. CAS • Percent By lt.fe.iaht 1314-13-2 2inc Oxide 2-4 ;:.....-===========,=-========= SfCTIOII X~ ~EPdATIC* IIIFORMllCW frepared 8y (Groyp Depart.ent etc> ~eseareh & Development Phone Kurber Date Chan9ct No. SUpet'cedes All Prlt'W'ious PWlic:ationt 717/245-7000 11/21191 1 :::: Sep. 8. 2008 4:32PM GARFiELD COUNTY ADMIN WEST ~· "" "" ""'"' JOHN ·T. SHOUP, ARCHITECT I PLANNER Licensed Colorado and florida September 5 ·, 2008 To: Andy Schwal.le>: Chief Building Inspector Garfield County, Colorado Re: Fowler/Peth warehouse Garfield County No. 0113 _... -:;;;pr: o,'vf · ·• RECEIVED SEP. 0 8 2008 GARFIE:..J GOu•~' ·; BUILDING & PLANNING The architectural drawings are submitted at'this time to . facilitate the issuance of a foundation permit to be issued by Garfield County for the Fowler/Peth warehouse. Included are the ;r7equired 3 sets of d1:awings sealed. These consist of a site plan by a civil engineer, steel building drawings "Qy Chief Building, and structural drawings for the foundation by a Colorado licensed engineer, Ted Hermanns, S1, S1.1 and 82, The following architectural drawings, Cs, 1A, 1B,2 thr~ugh 8, mechanical drawings M1-7, Ei through ES, were used in Wyoming and represent preliminaries fo1: this job. Along with my lette:r we assure you that final revised architectural and mechanical will be submitted prior to completion of footings and erection of the shell. We cur1:ently have a CO't\tract ·with g·eneJ:al contractor Dancot·. To assure you of our involvement a copy is enclosed. P. 11 ["· J~. ' ,, ' ~ ' : ' . ' John T. Shoup JTS/jrs enclosures "'"'""-........ Sep 17 08 01:13p -if· l[X f'tt?.~;:t tP r-f/ 11 Z p.1 ' ;Jo f(rr J<~fow'P· 7111$ (rnlf."l. :z) W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor® 75 Low Viscosity Spray Gra<:Je, Part A MSDS ID Number: M-85742 MSDS Date: 1213012004 SECTION 1 ·CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: _ Procor® 75 Low Viscosily Spray Grade~ MSDS Number: M-85742 ~ Cancelled MSDS Number: M-85732 MSDS Date: 12130104 Chemical Family Name: Naphthenic Oils and Inorganic Filler Product Use: Waterproofing Products Chemical Formula: Mixlure-NA CAS# (Chemical Abstracts Service Mixlure-NA Number): Manufactured by: Grace Canada, Inc. W.R.Grace & Co.-Conn. 62 Whittemore Avenue Cambridge. MA 02140 294 Clements Road Wes: Ajax, Ontario L 1S 3C6 In Case of Emergency Call: In USA: (617) B76-140C In Canada: (905) 683-8561 . SECTION 2 COMPOSiTIONIINFORMA TION ON INGREDIENTS Ingredient Calcium oxide Castor oil based ester Distillates. petroleum. hvdrolreated heavv naphthenic Quartz Zinc oxide SECTION 3 ·HAZARDS IDENTIFICATION Emergency Overview: Warning! Causes eye irritation. Causes skin irritation. Causes digestive tract irritation if ingested. CAS# I 001305-78-8 NJ801415063P 064742-52-5 014808-60-7 001314-'3-2 Percent (maxi 30-45 1-5 45-60 1-10 1-5 Product supplied as two component package and part A reacts with partB (and with water). A&B (and A wilh water) Reaction is exothermic, releasing heat. Fumes may be released if unused mixed product is allowed to sit in containers or ·!f thicknesses exceed 120 mils. Mtxed A&B (or A & water) product may reach lemperatures of 300'F. Reaclion product is sticky and will adhere to skin. Contact wtth hot material will result in burns. Do not sea\ containers once mixed w1th part B or contaminated with water. Sealed containers may explode due to pressure from the reaction. HMIS Rating: HeaMh: Flammability: Reactivity: Personal Protective Equipment Potential Health Effects: 1 1 B G (See Section 8) Inhalation: When mixed material is allowed to react ;n a container. temperatures up to 300"F can be reached, liberating water vapor. Carbon Disulf•de and other Hydrocarbons. Inhalation of these materials can cause irritation. Prolonged inhalation can cause lung damage. Effects include: Flu-like symptoms (metal fume fever) Eye Contact: Eye contact causes irritation. Page I of 6 Sep 17 08 01:13p p.2 W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor® 75 Low Viscosity Spray Grade. Part A MSDS ID Number: M-1>5742 MSDS Date: 12/30/2004 Skin Contact: Skin contact causes irritation. Product reacts wtth other component and also with water. Mixed A&B components become sticky and release heat. Sticky product will adhere to skin Contact with hot materials will result in bums. Skin Absorption: Not expected to be harmful if absorbed through the skin. Ingestion: Due to the physical nature of this product. ingestion of this product is not likely. If ingested. causes irritation to the linings of the mouth. esophagus and stomach. Effects include the following: Nausea, vomiting. sneezing, coughing, labored breathing and bums. SECTION 4 -FIRST AID MEASURES: Skin Contact: In case of skin contact, clean fingematls and wasn skin with soap and water. If residue remains clean with waterless hand-cleaner or abrasive soap. Never use solvents. If discomfort or irritation persists, consutt a physician. Remove contaminated c:othing and wash before reuse. Eye Contact If discomfort or irritation persists, consutt a physician. Flush eyes with water for at least 15 minutes while ~olding eyelids open. Ingestion: Consult a physician. Never give a11ything by mouth to an unconscious person. Do not induce vomiting. Inhalation: If symptoms persist, consult a physician. If symptc>ms develop, get fresh atr. If breathing has stopped, give artificial respiration then oxygen if needed. SECTION 5-FIRE AND EXPLOSION HAZARD DATA Flash Point: Flash Point Method: Lower Explosion Limit: Upper Explosion Limit: Auto-Ignition Temperature: NFPA Rating: Health: Flammability: Reactivity: 1 1 1 Not Determined Not Applicable Not Available Not Available Not Available Extinguishing Media: In case ot fire, use dry chemical, Carbon dioxide c>r alcohol foam Special Fire Fighting Procedures: Wear self-contained breathing apparatus and complete personal protective ecuipment when potential lor exposure to vapors or products of combustion exist. Water may be used to cool containers to prevent pressure build-up and possible auto-ignition or explosion. Avoid breathing hazardous vapors or products of combustion. Keep upwind. Isolate area and keep unnecessary people away. Prevent run~off from fire control or dilutiOn from entering streams or drlnkin waters Unusual ire and Explosion Hazards: k SECTION 6-ACCIDENTAL RELEASE MEASURES: Spills/Leaks: Use proper personal protective equipment. According to EPA (40 CFR § 261.3) waste of this product is not defir.ed as hazardous. Do not flush to sewer or ailow to enter waterways. Keep unnecessary peopie away. Oi!s spills released directly to waterways may be subject to reponing reqUirements. Immediately contact your company's environmental coordinator or the Grace Environmental Health and safety Department. Page 2 of6 Sep 17 08 01:13p W. R. GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor® 75 Low Viscoshy Spray Grade. Part A MSDS ID Number: M-85742 MSDS Date: 12/3012004 SECTION 7 • HANDLING AND STORAGE Precautionary Measures: Avoid contact with eyes. skin and clothing. Do not take internally. Practice good personal hygiene to avoid ingestion. Use only with adequate ventilation. Wash clothing before reuse. Wear respiratory protection during spray applications. A&B (and A with water) reaction is exothermic releasing heat. p.3 Fumes may also be released if unused mixed product is allowed to sit in containers or if thickness exceed 120 mi. Do not touch matenal once thickening (reaction) begins, and until cured and coot. Hot sticky product will adhere to skin. Contact with hot materials will result in t>urns Procar 75 (A&B) is designed for spray application with mixing of A&B component at the spray nozzle. Procor 75 (A&B) should not be hand mixed. Promptly cieanse hands after handling. FOR PROFESSIONAL USE ONLY KEEP OUT OF CHILDREN'S REACH. SECTION 8 -EXPOSURE CONTROLS AND PERSONAL PROTECTIVE EQUIPMENT EXPOSURE GUIDELINES fUSI In redient ACG!H TLV OSHA PEL TWA STEL Ceiling TWA STEL Calcium oxide 2 mg/m3TWA s mg/m3 TWA {not in effect as a rewlt of reconsideration) Castor oill>ased ester --- Distillates. petroleum. hyd rolreated heaw naphthenic Quartz 0.05 mglm3 -respirable dust: c. 1 TWA {this TLV mgJm3 TWA is 1orthe respirabte fraction of dust) Zinc oxide 5 mglm3 TWA 10 mglm3 fume: 5 mgtm3 fume: 10 (fume); 10 STEL TWA: total dust: 10 mg/m3 mgtm3TWA (fume} mglm3TWA: STEL (dust} {The respirable fraction: value for Zinc 5 mglm3 TWA o~elde "dusf'ls Oil Mist Smg(m Smglm~ 10mc/m Other Ctlilinc - - - - --.. Respirable Quartz (Crystalline s111ca) can resultm lung d•sease (o.e. siliCOSis and or lung cancer). However, due to the physical nature of this product (liquid) exposures are not expected unless after product dries it is abraded and airborne dust is created. EXPOSURE GUIDELINES !CANADA) Empioyers should consult provincial regulatory limits for exposure guidelines which may vary locally. Engineering Controls: Provide local exhaust ventilation to prevent vapor build-up during application. This is particularly 1mportant in enclosed or confined areas where natural ventilation may not be adequate. Provide enough ventilation to maintain exposure levels below regulatory limits. Page 3 of6 Sep 17 08 01:14p p.4 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor® 75 Low Viscosity Spray Grade, Part A MSDS ID Number: M-85742 MSDS Date: 12/3012004 Personal Protective Equipment: Respiratory Protection: During spray applications, the use of a NIOSH approved dust/mist respirator such as a Type P-95 is required. The specified respirator may not adequately protect against exposure during actual working conditions, which must be assessed before and throughout product application. (See Work/Hygienic Practices.) Skin Protection: Impervious (PVC. or nitrile) gloves should oe worn anytime direct contact is possible Eye Protection: Safety glasses or goggles should be worn. Work/Hygienic Practices: Use good personal hygiene practices. Carbon disulfide and other potentially harmful gases, vapors and fumes may evolve as a result of exothermic reactions ('"hot product") when components are mixed. Carbon disulfide may be detected by odor at about 1 ppm, but the ability to smell fatigues (diminishes) rapidly therefore, odor does not serve as a good warning property. If eye or respiratory irritation is present, or if a foul odor is detected, you may be experiencing exposure to Carbon disulfide and other organ1cs. Leave the area immediately and seek fresh air. Quartz (Crystalline silica) is a naturally occurring mineral that is contained in the materials that are mined from the earth's surface such as sand, limestone, clay and gypsum (calcium sulfate). Total quartz is a value usually representing the combined fraction of large non-respirable sized particles and of respirable sized particles (less than ten microns in aerodynamic diameter). It is only the respirable sized fraction of total quartz that is recognized as hazardous by professionals in the field of Occupational Health and by most regulatory agencies. This product contains compounds subject to exposure guidelines and/or identified as carcinogens (See section Band 11). Due to the physical nature of this product. (liquid) these compounds are not likely to reach exposure limits unless after product dries, it is abraded and airborne dust is created. --------------------------SECTION 9-PHYSICAL AND CHEMICAL PROPERTIES Physical State: Appearance/Odor: Odor Threshold: (ppm) pH: Vapor Pressure: (Mm Hg) Vapor Density: (Air= 1) Solubility In Water. Liquid A brownish semi-viscous liquid with an aromatic odor. Not Determined Not Applicable Not Determined Not Determined Insoluble Specific Gravity: (Water= 1) Evaporation Rate: (Butyl Ace1ate • 1) Boiling Point: -1.28 Not Determined / Not Determined Ill" Unknown Viscosity: Bulk Density: (Pounds/Cubic Foot)(Pcf) %Volatiles : (70"F) (21"C) -83 Not Determined SECTION 10 ·STABILITY AND REACTIVITY Chemical Stability: Conditions To Avoid: Hazardous Polymerization: Hazardous Decomposition Products: Stable Heat, Strong acids, Organic materials, Water, phosphorous pentoxide, magnesium, rubber. :'nseed oil, hydrogen flouride. boric acid and the reaction process will cause a pressure build up in unvented containers and could result in an explosive release of pressure. Therefore, once part A and Part Bare mixed, containers must not be sealed until the reaction is complete and the product is cured. Once cured this material is no longer sensitive to contact with water. Will not polymerize. Carbon dioxide and toxic fumes of z1nc oxide. Page 4 of6 Sep 17 08 01:14p p.5 W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor® 75 Low Viscosity Spray Grade. Part A MSDS ID Number: M·B5742 MSDS Date: 12/30/2004 SECTION 11 • TOXICOLOGICAL INFORMATION LDSO and LCSO lngredientiNo data unless listed.) Zinc oxide CAS Number 001314-13·2 Inhalation LC50 Mouse: 2500 mglm3: Oral LD50 Mouse . 7950 mglkg Carcinoaenicitv· Ingredient Calcium Ol<ide Castor c.d based ester Distillates. petroleum, hydrotreated li ht na hthenic Quartz. Zinc oxide Mutagenicity: Teratogenicity: Reproductive Toxicity: IARC I ARC !ARC Group 1 Grouo 2A Growo 28 No No No No No No No No No Yes No i No No No No No information available. No lnfonnation available. No information available. SECTION 12 ·ECOLOGICAL INFORMATION Environmental Fate: No data available for product Ecotoxicity: No data available for product SECTION 13. DISPOSAL CONSIDERATIONS N7P N-:-F OSHA Known Susoect No No No No No No i No No No Yes Yes Yes No No No I Waste Disposal Procedures; Consult all regulations (federal, state, provincial, local) or a qualified waste disposal firm when characterizing waste ior disposaL May oe subject to industrial or special waste class:fication. According to EPA (40 CFR § 261 ), waste of this product is not defined as hazardous. Dispose of waste in accordance with all ai)plicable regulattons. SECTION 14-TRANSPORTATION INFORMATION Proper Shipping Name: Not Applicable UN/NA Number: Not Applicable ~ Domestic Hazard Class: Non Hazardous Surface Freight Classification: Adhesive Cement N. LabeiiPiacard Required: Not Applicable SECTION 15. REGULATORY INFORMATION REGULATORY CHEMICAL LISTS: CERCLA !Comprehensive Response Compensation and Liability Act): INone present unless listed below) Chemical Name CAS # Wt% SARA Title IIIISuperfund Amendments and Reauthorization Act) SARA Section 312/Tier I & II Hazard Categories: Health Immediate (acute) No Health Delayed (chronic) No Flammable No Reactive No Pressure No 302 Reportable Ingredients !Identification Threshold 1%.): CERCLA RQ Chemical Name CAS# Wt% SARA 302 TPQ 313 Reportable Ingredients I Chemicals present below reporting threshold are exempt!: Chemical Name CAS # Wt% Zinc compounds RR-00578-7 2.4 ------------:::---c:;-;:-;---------M-----••• Page 5of6 Sep 17 08 01:14p W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor® 75 Low Viscosity Spray Grade, Part A MSDS ID Number: M-85742 MSDS Date: 12/3012004 National Volatile Organic Compound Emission Standards For Architectural Coatings: Volatile Organic Content: (gr/L) 75 gil (as applied) WHMIS Classification(s): 02 B This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR). This MSDS contains a!l the infonmation required by the CPR. Stale Regulatory Information: p.6 California Proposition 65: This product may. upon mixing, release small amounts of Carbon disulfide, a substance found on California's Proposition 65 list. Massachusetts Hazardous Substance List(ldentification threshold 0.001%(1ppm}): Chemical Name ~ WI% Quartz 014808-60-7 6.72. New Jensel/ Hazardous Substance Listrldentification threshold (0.1%)): Chemical Name CAS# Zinc compounds RR-00578-7 Pennsylvania Hazardous Substance Listndentif1cation threshold 0.01%): Chemical Name CHEMICAL INVENTORY STATUS: Wt% 2.4 All chemicals in this product are listed or exempt from listing in the following countries: us CANADA EUROPE TSCA DSL NDSL EINECS/ELINCS Yes No l Yes Yes SECTION 16 . OTHER INFORMATION Non-Hazardous Ingredient Disclosure: Chemical Name Prepared by: Approved by: Approved Date: Oisdaimer: AUSTRALIA JAPAN AICS ENCS Yes Yes EH&S Department EH&S Department 12/30104 KOREA PHILIPPINES ECL PICCS No I Not Determmed Determined CAS Number "The data included nerein are presented in accordance with various environment, health and safety regulations. lt is the responsibility of a reciptent of the data to remain currently informed on Chemical hazard information. to design and update its own program and to comply wilh all national, federal, state and local laws and regulations applicable to safety. occupat1onal health, right-to-know and environmental protection.'' ---------------------· Page 6of6 Sep 17 08 01:17p W. R.GRACE MATERIAl SAFETY DATA SHEET Product Name: Procor Part B (Procor 1 0,20, and 75) p.1 Tl1:'{3 MSDS \D Number: 85743 MSDS Date: 12130/04 SECTION 1 -CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: MSDS Number: Cancelled MSDS Number: MSDS Date: Chemical Description: Product Use: CAS # (Chemical Abstracts Service Number): Manufactured by: Procor Part B (Procor 10,20. and 75) M-85743 M-85723 12130/2004 SBR Rubber Emulsion. Waterproofing Products Mixture-NA W.RGrace & Co.-Conn. Grace Canada, Inc. 62 Whittemore Avenue 294 Clements Road West Cambridge, MA 02140 Ajax, Ontario L 1S 3C6 In Case of Emergency Call: (617) 876-1400 SECTION 2 • COMPOSI;;:T"JO'-N"-J;;:IN"'F"'o"'R'"M"Ac;n;:;:O;:;:N....-;O;;:N"I;;cN;;;G;;R;;E:;;D;;;IE"-N'"T;:;S;:-------------- S rene-Butadiene block co ol mer SECTION 3-HAZARDS IDENTIFICATION Emergency Overview: Cautiont Causes eye irritation. Causes skin irritation. CAS# Percent 009003-55-8 50-100 Product supplied as two-component package and part A reacts with part B (and with water). A&B (or A & water) Reaction is exothermic, releasing heat. Fumes may also be released if unused mixed product is allowed to sit in containers of thicknesses exceeds 120 mils. Mixed A&B (or A & water) product may reach temperatures of 300'F. Reaction product is sticky and will adhere to skin. Contact with hot material will result in burns. Do not seal containers once Part A is mixed with part B (or A witr. water) Sealed containers may expiode due to pressure from the reaction. HMIS Rating: Health: Flammability: Reactivity: Personal Protective Equipme~t: Potential Health Effects: 1 0 0 B,G (See Section B) Inhalation: When mixed material (A&B) is allowed !o set ln ~he container, temperatures up to 300"F can be reached. liberating water vapor, Carbon Disulfide and other Hydrocarbons. Inhalation of those materials can cause irritation. Prolonged inhalation can cause lung damage. Effects include. Flu-like symptoms (metai fume fever). Eye Contact: Eye contact causes irritation. Skin Contact: Skir: contact causes irritation. Product reacts with component A. Contact with hot material wil: result in burns. Reacting material rs sticky and hot and will adhere to skin if touched before fully cured. Skin Absorption: Not expected to be harmful 'f absorbed through the skin. Ingestion: Due to the physical nature of this product, ingestion of this product is not likely. If ingested. causes irritation to the linings of the mouth, esophagus and stomach. Effects include the following: Nausea. vomiting, sneezing, COL..'ghing. !abored breathing and burns. Page I of5 Sep 17 08 01:17p p.2 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor Part 8 (Procor 10,20, and 75) MSDS ID Number: 85743 MSDS Date: 12/30/04 SECTION 4 • FIRST AID MEASURES: Skin Contact: In case of skin contact, clean fingernails and wash skin with soap and water. remains, clean with waterless handcream or abrasive soap. Never use solvents. If discomfort or irritation persists, consult a physician. Remove contaminated clothing and wash before reuse. Eye Contact: Flush eyes with water for at least 15 minutes while holding eyelids open If discomfort or irritation persists, consult a physician. Ingestion: Do not induce vomiting. Never give anything by mouth to an unconscious person. If discomfort or irritation persists, consult a physician. Inhalation: If symptoms develop, get fresh air. If symptoms persist. consult a physician. If breathing has stopped, give artificial respiration then oxygen if needed. SECTION 5 ·FIRE AND EXPLOSION HAZARD DATA / Flash Point: >300°F II"' Flash Point Method: Estimated lower Explosion Limit; Not Available Upper Explosion Limit: Not Available Auto-Ignition Temperature: Not Available NFPA Rating: Health: Flammability: Reactivity: Extinguishing Media: In case of fire, use dry chemical. Carbon dioxide or foam. Use water spray only if component A is not present. Special Fire Fighting Procedures: If residue Wear self-contained breathing apparatus and complete personal protective equipment when potential for exposure to vapcrs or products of combustion exist. Water may be used to cool containers to prevent pressure bu ild·uP and possible auto-ignition or explosion. Avoid breathing nazardous vapors or products of combustion, keep upwind. Isolate area and keep unnecessary people away. Prevent run-off from fire control or dilution from entering streams or drinking water supplies. Unusual Fire and Explosion Hazards: None unless noted below. SECTION 6. ACCIDENTAl RELEASE MEASURES: Spills/Leaks: Use proper personal protective equipment. Do not flush to sewer or a:low to enter waterways Keep unnecessary people away. SECTION 7 ·HANDLING AND STORAGE Precautionary Measures: Avoid contact wilh eyes, skin and clothing. Do not take in1ernaliy. Practice good personal hygiene to avoid ingestion. Use only with adequate ventilation. Wash clothing before reuse. Wear respiratory protection curing spray applications or where ventilation ts inadequate. Product supplied as two component package and part A reacts with part B (and with water). A&B (or A & water) Reaction is exothermic, releasing heat. Fumes may also be released if unused mixed product is allowed to sit in containers or if thicknesses exceed 120 mils . . '<eaction product is sticky and will adhere to skin Contact with hot material will result in burns. Page 2 of5 Sep 17 08 01:17p p.3 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor Part B (Procor 10,20, and 75) MSDS ID Number: 85743 MSDS Date: 12130/04 Do not touch material once thickening (reaction) begins, and until cured and cool. Procor 10 and 20 are supplied in mixing pails. Once component A&B are mixed, use all product within 30-60 minutes of mixing to avoid heat build up due to exothermic reaction (release of heat and fumes). Reaction times may vary depend1ng upon temperature and mixing cond~ions. Procor 75 is packaged for machine application and should not be hand mixed. Promptly cleanse hands after handling. FOR PROFESSIONAL USE ONLY. KEEP OUT OF CHILDREN'S REACH. SECTION 8 -EXPOSURE CONTROLS AND PERSONAL PROTECTIVE EQUIPMENT EXPOSURE GUIDELINES !US) In redient ACGIHTLV OSHA PEL Other TWA i STEL Ceilin TWA STEL Ceihno Sl ene~Butadlene block. co ol mer I. EXPOSURE GUIDELINES (CANADA) Employers should consult local Provincial regulatory limits for exposure guidelines which may vary locally Engineering Controls: Provide local exhaust ventilation tc prevent vapor build-up during application. This is particularly important in enclosed or confined areas where natural ventilation may not be adequate. Provide enough ventilation to ma·lntain exposure levels below regulatory limits. Respiratory Protection: Respiratory protection requirements vary by product application. Consult respiratory protection section of the ''Part A" MSDS's For Procor 75, Procor 20 and Procor 10. Skin Protection: Impervious (PVC, or nitrile) gloves should be worn any time direct contact is possible. Eye Protection: At minimum, safety glasses with side shields should be worn where exposure to excessive dust or spray is likely. Work/Hygienic Pract'1ces: Use good personal hygiene practices. Carbon disulfide and other potentially harmful gases. vapors and fumes may evolve as a result of exothermic reactions ("hot product") when component A&B are mixed. Catbon disulfide may be detected by odor at about 1 ppm, but the ability to smell fatigues (diminishes) rapidly, therefore, odor does not serve as a good warning property. If eye or respiratory irritation occurs, or if a foul odor is detected, you may be expenencing exposure to Carbon d1sulfide and other organics. Leave the area immediately and seek fresh air. SECTION 9-PHYSICAL AND CHEMICAL PROPERTIES/ Physical State: Liqu:d Appearance/Odor: A milky white aqueous dispersion with mild aromatic odor. Odor Threshold: (ppm) Not Determined ~; ~2 Vapor Pressure: (Mm Hg) Unknown Vapor Density: (Air = 1) Unknown Solubility In Water: Miscible Specific Gravity: (Water; 1) -. D Evaporation Rate: (Butyl Acetate= 1) Boiling Point: Viscosity: Bulk Density: (Pounds/Cubic -60 Foot)(Pcf) %Volatiles (70"F) (21 'C) Not Deterr1ineo SECTION 10-STABILITY AND REACTIVITY Chemical Stability: Conditions To Avoid: Hazardous Polymerization: Hazardous Decomposition Products: ----------------------------- Stal:>le S:rong oxidizers. Will not polymeriZe. Carbon dioxide and Carbon monoxide. Page 3 of 5 , Sep 17 08 01;18p W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor Part 8 (Procor 10.20, and 75) MSDS ID Number: 85743 SECTION 11-TOXICOLOGICAL INFORMATION MSDS Date: 12/30/04 Ingredient{ No data unless listed.) Cat'Cinogenicitv: CAS Number L050 and LCSO Sl rena-But.a~nene block cooot mer Mutagenicity: Teratogenicity: Reproductive Toxicity: !ARC Grou 1 No SECTION 12 ~ECOLOGICAL INFORMATION Not applicable. Not applicable. Not applicable. Environmental Fate: No data available for product. Ecotoxicity: No data available for proauct. SECT lOW 13-DISPOSAL CONSIDERATIONS Waste Disposal Procedures: p.4 Consult ail regulations (federaL state, provincial, local) or a qualified waste disposal f!rm when characterizing waste for disposal. According to EPA (40 CFR §261 }, waste of this product is not defined as hazardous. Dispose of waste in accordance with all applicable regulations. SECTION 14 .. TRANSPORTATION INFORMATION Proper Shipping Name: Not Applicable UNINA Number: Not Applicable Domestic Hazard Class: NonHazardous Surface Freight Classification: Adheslve Cements N.O.L Label/Placard Required: Not Appl'lcable SECTION 15 ~REGULATORY INFORMATION REGULATORY CHEMICAL LISTS: CERCLA !Comprehensive Resoonse Compensation and Liability Act): lNone present unless fisted below) CERCLARQ Chemical Name 1 .3-Butadiene Styrene CAS# 000106-99-0 000100-42-5 Wt% .001 .08 10 !b final RQ; 4.54 kg final RQ 1000 lt::J flnal RQ; 454 kg final RQ SARA Title HI tSuoerfund Amendments and Reauthorization Act) SARA Section 3121Tier I & II Hazard Categories: Health Immediate (acute} No Health Delayed {chronic) No Flammable No Reactive No Pressure No 302 Reportable Ingredients {ldentific;ation Threshold 1'%.1: Chemical Name CAS # Wt % SARA 302TPO 313 Reoortable Ingredients (Chemicals present below reporting threshold are exempt>: Chemical Name CAS # Wt 0/.. 1,3-Butadiene '6'00106-99-0 .001 Styrene 000100-42-5 .08 National Volatile Oraanic Compound Emission Standards For Architectural Coatings: Volatile Organic Content: (gr/L) 75 g/1 (as applied) Sep 17 08 02:09p W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Procor Part B (Procor 10.20, and 75) MSDS ID Number: 85743 MSDS Date: i 2130104 WHMIS Classification(s): 028 This product has been classified in accordance wtth the hazard criteria of the Controlled Products Regulations (CPR). This MSDS contains all the iniormation required by the CPR. State Regulatory Information: California Proposition 65: WARNING' This product contains substances known to the state of California to cause cancer, birth defects or other reproductive harm. Massachusetts Hazardous Substance List!ldentification threshold 0.001%(1ppm)): Chemical Name 1,3-Butadiene Styrene ~ 0001 06-99-0 000100-42-5 Wt% .001 .08 New Jersey Hazardous Substance List(ldentification threshold (0.1%)): Chemical Name Pennsvhrania Hazardous Substance LlstOdentification threshold 0.01%): Chemical Name CHEMICAL INVENTORY STATUS: All chemicals in this product are listed or exempt from listing in the following countries: us CANADA EUROPE TSCA DSL NOSL E!NECSIELINCS Yes Yes No Yes SECTION 16-OTHER INFORMATION Non~t-lazardous Ingredient Disclosure: Chemical Name Water Prepared by: Approved by: Approved Date: Disclaimer: AUSTRALIA JAPAN AICS ENCS Yes No EH&S Department EH&S Department 1213012004 KOREA PHlLIPPit-IES ECL PICCS Yes No CAS Number 007732-18-5 p 1 "The data included herein are presented in accordance with various environment, health and safety regulations. It is the responsibility of a recipient of the data to remain currently informed on chemical hazard informatton, to design and update its own program and to comply with all national, federal. state and local taws and regulations applicable to safety, occupationai health, right-to-know and environmental protection.~< Page 5 of5 Sep 17 08 01 :23p p.1 M-95726 MATERIAL SAFETY DATA SREET Page 1 of 6 SECTION 1 -CREMICAL PRODUCT AND COMP&~ IDENTIFICATION MSDS PREPA.RED BY: Environme-::tal Health Dept. -G ...... ace Const:::uct::.on Prod·.1cts W.R.Grace & co.-Con~. 62 W~ittemore Ave. Cambridge, MA 02140 Telephone Number for In :JSJ'l..: (6J.7) 976-1400 Grace Canada, Inc. 294 Clements Rd. ?Fest Ajax, Ontario, LlS 3C6 Information and Emergency Response In Canada: (905} 683-8561 MSDS Number: M-85726 000001 Cancels MSDS M~65685 Date< 02/24/2004 Trade Names and Svncnyms: {SEE SECTION 16 FOR ADDIT~ONAL PRODUCT IDENTIFICATION) Chemical Names and Family: ?rodt:ct Use: Formt:.la: C..!l..S# fCherr.ical Abst.~act Service}: PREPRUFE® WATERPROOVING MEMBRANES, PREPRUFE(!) TAPES f?lyolefin sneet with Synthetic tdhec:ive , Waterproofing Mixtu;;:-e-NA MIX.TURE-NA SECTION 2 -HAZARDOUS INGREDIENT AND MAaOR COM~ONENT INFORMATION (See Section 11 for Comp1et~ Chemical Names} HYC·RO-~AR30N OIL CAS4 64742-52~5 r'lax:. >; 3v 'l~c. :.s.oo EXPOSURE LlMI'rS OSHA ?£::.: 5 :T,g/m3 .. Ex:.posure J,imi:::s AC T ' OTFF. 1't.V: rvor.e Est.abli.shed 5 mg/m3" STEL: 1 C· mgim3* EXPOSURE GUIDELINES -CANADA Emp~oyers should check w~th p~ovincial regulatory agencies for exposu~e guideli~es, w·::ich may vary locally. Sep 17 08 01:23p M-55726 MATERIAL SAFETY DATA SHEET SECTION > -HAZARDS IDENTIFICATION Emergency Overview; Warnino Statements: C.O.TJTION' :•JAY CP.USE SLIGHT IRRITATION. Sy:1.thetic adhesive CASfl:: un:.::nown, Polyo:.efin sh.eet CAS:# S002-SB-4 and Polyester film CP..S~ Un:-\:nown. Release liners are slippery. Remove from work area immediately after membrane application. Read and understand all Health and Safety information on the product Label and r.'Jaterial Safety Data Sheet before ·..tse. NPCA-HMrs Hazard Index: Potential Hea~th Ef:Eeqll R~utes of Exposure: Inhalation: o Health: 1 o Flammability: 1 o Reactivity: 0 o ?erS:>::>nal Protection: J!.. (See Section a) There are no known ef Eects due to in::a:.ation of this product. Skin and Eye: There a:::"e no known health effects due to skin contact. There a:=e no known effects due to eye contact, Tnoest.ion: There a~e no known health effects due to ingestion. Due to the physical nature of this product, ingestion is unlikely. Wash hands completely before eating. Carcinogenicitv Information: Hone SECTION 4 -FIRST AID MEASURES SKIN: :n case of skin contac~ promptly zle~nse the area with water- -_ess hand cleaner, thoroughly clean fingernails and follow by VJashing with soap and water. BYE: :f eye irritation develops, flush eyes with plenty of water. Consult a pf-.ysician if eye or .skin irritati~n deve:'..ops or if swallowed. p.2 Page 2 of 6 Sep 17 08 01:23p p.3 M·35726 MATERIAL SAFETY DATA SHEET Page 3 of 6 SECTION 5 -FIRE FIGHTING MEASURES Flash Point: Not Determined Method Used: N. F. P .A. Rat.ir.g: Not Applicable E:xtir..gui shing :.rJedia Flammable Lirr.its: LEL N/A 1[3[, N/.1.),. Water fog, alcohol ::oa::n, dry che1.nical or Carbon dioxide. Specia: Fire Fiahting P~ocedures Firefighte=s should be equipped with Sel=-contained Breathing Apparatus {SCBA) t.o prevent inhalation o::: hazardous decomposition p~cducts. (See Section J..O.) Unusu~· Fire and Explosion Hazards Water Ehould be applied as a spray fron a fogging nozz~e. Polyolefin sheet and sy::t.hetic aC.hesi.ves are surface burning materials. Applica~ tio:t oE high velocity water may sp::ead the burning surface layers. SECTION 6 -ACCIDE~~AL RELEASE MEASURES Observe aJ.l precautions noted abo·..re. Remove rnateri.al fo:::-disposal. SECTION 7 w HANDLiNG AND STORAGE INFORMATION Precautionarv :4easures: :4inimize :::::ontact. with s>.:in. Wash ~ands v;it:: soap and water after han:lling . . Z\.void rubb:.ng eyes w::tile handling. Release line::-s are slippery. Remove fro:n ,.;ork area imm-ediately after membrane application. POR P~OFESSIONAL CSE ONLY. KSEP OUT OF CHISDREN'S REACH. SECTION 9 -£XPOSURE CONTROLS/PERSONAL PROTECTION Vent:ilatio::'l: Local Exhaust: L'-1ecl:anical: Special: Other: Not Requi::::-ed. Fo~ UoYmal Use Not Requi::::-eC. Fo:::-Normal Use Not APPlica:::::>le Not Applica~le Resoiratory Prc>tect ion: Net :required during normal ·..:..se. Skin Prote.:-:tion: Net Required ?or Normal Use Bye Protection: Net Required ?or Normal use Sep 17 08 01 :23p p.4 M-35726 MATERIAL SAFETY DATA SHEET Page 4 of 6 S~CTION S -EXPOSURB CONTROLS/PERSONAL PROTECTION Cont 1 d Other Prctective Clothina or Equipment.: No:: t:ipplicable 1-'lork /Hvgie::1ic Practices: Avoid r\.:.bbing eyes while hand:..ing. Due to the physical nature of this product, ingest:on is unlikely. Use go-::)d personal hygiene pract:ces. ~ash thoroug~ly after handling. SECT+ON g -PHYSICAL AND CHEMICAL PROPERTIES BoL. ing Point: Not Ar;:plicable Specific Gravitv(H20=1) -1.0 Vaoor Pressure rmm Hg. l Not. Apylicable %" Volatiles None Vapor Density(AIR = 1) Noc. Applicable Eva:ooration :<.ate Not. Applicable (Butyl Acetate -1) Solu:Cility in ~'later: Negligi:tle ~ Not Applicable Bulk Jeneity qUe~.,;~~: ""'65 Appearance and Odor: '~·ihite or .:;)lac:~ pclyo::..efi:-1. si;eet 'Nith clear and -,.,f:ite sy:1thetic &d~esives, ~c odor. Octo·...-Threshold: Unknown SECTIDW 10 -STABILITY ~JOD RRACTIVITY~---------------------------------------------- Stable ur..der normal conditions (ves or ;:-,:;:,~ YES Conditions cr Materials to avciC. iYJhich mav react or cause insr.abilityl: Polyolefin sheet may burn or react violently with fluorine/oxygen mixt',.lres containir.g so~ 100% fluorine. Polyolefin may be decomposed by strong oxidizir:g agents such as nityric and sulfuric acids, halogens, and chlorinating agents. Hazardous Decomposition or Byproduct.s: Carbon monoxide, low rr:olecular weight hydroca~bons, Carbon dioxide, Water, Acrolein, F-ormaldehyde, a:-.d other organic vapors. Hazardous ?olymerization: Not Applicable Conditions to Avoid: No~ Applicable Sep 17 08 01 :24p p.5 1'.-1-85726 MATERIAL SAFETY DATA SHEET Page s. of 6 SECTION 11 -TOXICOLOGICAL XNFORMATlON :NGREDBNT {Chemical Name, CAS#, & Common !-lame) Bydroc.arbon Oil CAS# 64742-52-5 SECTION 12 -ECOLOGICAL INFORMAT~ON Neue Available at This Time $ECTION L3 -DISPOSAL CONSIDERATIONS TOXICITY ~ATA: LDSO & LCSO (See Sectic~ 2 for Exposure Limits) No Data Available Consu:t all regulations (=ecieral, statE, prov~ncial, local) or a qualified waste disposal firm when characterizing waste for Cisposal. Dispose of waste in accordar..::;e with all applicable regt.:latio:::s ~ SECTIO~ 14 -TRANSPORT INFORMATION T:r::anspoxtation IDl.za..;;d c~assifica.t:ion PROPER SHIPPING: ~onhaza~dous ~g ·~:p.zARC !;'LAS3! 1D$NTIEJ-ATICN f; · nMt Is} ;.saourR-zD, ~onl"~az:ardo·.1s !\~ot ,.'l,.pplicable ~ot. Applicable ~g_g Fre:ght Cla.ssi.fjca;>on: N.O.I.B.:-1. SECTION 15 REGULATORY INFORMATION SARA TITLE XII REPORTING INFORMATION Tier I & IX HAZARD CATEGORIES: (~ot Neant To Be All Inclusive Selected Regu:ations Represented) NOT APPLIC.l\3LE Contains Extremely Hazardous-SARA III Section 30?. Ingredie~t: NO Comment:s: Contair..s Toxic Chemical Release-SARA lii Section 313 Ing·--edient: NO Comments: Sep 17 08 01 :24p p.6 t1· 35726 MATERIAL SA~ETY DATA SHEET Page 6 of 6 (Not Me~nt To Be Al~ Inclusive SECTION 15 -REGULATO~Y INFORMATION (Cont'd) Selected Rem:.:.ations RepresenteC.) Other Government Reporting Reguire~ents: CHE~CAL INVaNTORY CERTIFICATION: For u.s. Products ONLY ~11 ingredients contained in this product are included on the US EPA Toxic Substances Control Act (TSCA) inventory or exempt from listing on t~e TSCA inventory. For Canadian P~oducts ONLY All ingredients contained in this proauct comply ~ith the recuirements of t.he Canadian E:-.virorunenta:.. Protection Act (CEPA) and are fisted on the Domestic s·...::bsca!l.Ce List CJSL) Jr Non-Domestic Substance List :NDSL), WHMIS C~A§S: Not VffiMIS Regulated Nonhazardo·.ls Ingxedie~t Disc losu~e ~ Synthetic adhesive CAS* Unknown, Polyolefin sheet Cr~S# 9C02-88-4, Pol~·ester film CAS'l± Unknot..,n SECTION 16 -OTHER INFORMATION The informatic:l contained in this Material Safety Data Sheet is applicab::..e to che following products: PREPRUFE0 J..60 WA1ER?ROCFING MEMBRANE ?REl?P.UFE 0 l60R WATERPROOFING ~IEMBRk.'JE PREPRUFEGl 200 WA'TER?ROGFlNG tv!EMBRANE !?REPRUFE@ 300 WATER?ROCFING MEMBRANE PREPRUFEe 300R VlATERPRCOF!NG t'-lEMB:u:\NE BITUSTIK® TAPE Preprufe::>: F~ex ?REPRUFE® CC TA?E LT PREPRUFE& CC TA?E HC PREPRUPE0 'l'APE PREJ?RUFE~ TAPE ~T PREPRUFE~ TAPE HC I! THE DATA INCLUDED HEREIK ARE PRESENTED :IN .ACCORDA;.~CE WITH VARIOUS El\JVIRONMEN'!', HEALTH AND SAFETY REGUL.!\'!'IONS. I:' IS THE RESPON'SIB!LITY OF A RECIPIENT OF THIS DP~TA TO REHAIN CURRENTLY INFOR~!E:D ON CHE:4:CAL HAZARD IKF0Rl4ATION, TO DES:GN AND :JPDATE ITS Ot<>< PROGRA>I .AND 'fO CCMI?LY WITH AT.,L NFtT:ONAL, FEDERAL, STATE P.ND LOCAL LAWS AND REGt.JLATIOUS APPLICABLE TO SAPETY, OCCUPATIONAL HEALTH, JUGH':'-TO-KNOW AND ENVXRO~ENTAL PROTECTION." Sep 17 08 01 :24p W.R. GRACE MATERIAL SAFETY DATA SHEET Product Name: Bituthene Primer 82 -p. h~ MSDS ID >lumber: M-85796 MSDS Date: 10130107 SECTION 1-CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: MSDS Number: Cancelled MSDS l'iumber: MSDS Date: Bituthene Primer B2 M-85796 M-85740 10/30/07 Chemical Family Name: Product Use: Chemical Formula: Synthetic Rubber Solution in Organic Solvent. Horizontal and Vertical Grade. Primer Mixture-NA CAS li (Chemical Abstracts Service :-lumber): Mixture-NA Manufactured by: W.R.Grace & Co.-Conn. 62 Whittemore Avenue Cambridge. MA()2140 In Case of Emergency Call: Grace Canada, Inc. 294 Clements Road West Ajax, Ontario LIS 3C6 In USA: (617) 876-1400 In Canada: (905) 683-8561 SECTION 2-COMPOSITIOK/INFORMATION ON INGREDIENTS Ineredient Aromatic Hydrocarbon Resin Ethyl benzene Toluene Xylenes (o-, m-, J)· isomers) SECTION 3-HAZARDS IDENTIFICATION Emergency Overview: Warning! / Flammable liquid.~·· Vapors may ignite explosively. \CAS# i PropOOOJO 000 100-41-4 000108-88-3 001330-20-7 Percent (max) 50-100 10-25 1-10 25-50 Vapors are heavier than air and may travel to distant sources of ignition and flash back. May be harmful if inhaled. Inhalation of high vapor concentrations can cause CNS depression, unconciousness or death. Causes severe respiratory tract irritation. May cause kidney, lung and liver tumors. Causes eye burns. www .graceconstruction.com Page J of9 10/3012007 Sep 17 08 01 :24p p.8 W.R. GRACE MATERIAL SAFETY DATA SHEET Product Name; Bituthene Primer B2 MSDS ID Number: M-85796 MSDS Date: I 0130/07 \-lay be harmful if absorbed through skin. Causes skin burns. May be harmful if ingested. Causes digestlve tract irritation if ingested. May produce cardiac sensitivity and developmental toxic effects. May cause damage to brain, liver and kidneys. HMIS Rating: Health: Flammability: Reactivity: Personal Protective Equipment: Potential Health Effects: Inhalation: 3* 3 0 B,G (See Section &) Causes severe respiratory tract irritation. Effects include: Drowsiness, nausea, CNS depression, vomiting. coma, headache, dizziness, loss of consciousness, death, ccughing. anemia, narcotic effects, irritation. Ehtyl benzene contained in this product has been shown to produce kidney, lung and liver tumors based on animal inhalation studies. Xylene contained in this product has been shown to affect the liver, kidney, lungs, spleen, heart and adrenals based on high exposure animal studies. Toluene has been shown to produce cardiac effects in laboratory animal studies. These studies show that inhalation of high levels produce cardiac sensitization which may cause fatal changes in heart rhythms. Toluene vapors have been linked to brain, liver, and kidney damage and to death. Eye Contact: Eye ccntact causes burns. Prolonged eye contact can result in tissl!e damage. Skin Contact: Skin contact causes irritation. Prolonged skin contact can result in irritation causing redness and itching. May defat skin. May cause dennatitis. Skin Absorption: Harmful if absorbed through the skin. May cause effects similar to those detlned 'dnder inhalarion. Ingestion: Harmful if ingested. lf ingested, causes irritation to the linings of the mouth, esophagus and stomach. Effects include: Drowsiness. nausea, fatigue, pulmonary edema (from aspiration into the lungs from vomiting), CNS depression, vomiting, diarrhea, headache, dizziness, loss of consciousness. death, anemia and narcotic effects. v.-..¥w .graceconstrucrion.com Page 2 of9 I 0/30/2007 Sep 1708 01:24p p.9 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: B ituthene Primer 82 MSDS lD 1\umber: M-85796 MSDS Date: !0/30/07 Toluene has been shown to produce developmental toxic effects in humans and in animal studies. SECTION 4-FlRST AID MEASURES: Skin Contact: In case of skin contact, clean fingernails and wash skin with soap and water. If residue remains, clean with waterless handcream or abrasive soap. Never use solvents. Call a physician. Remove contaminated clothing and wash before reuse. Eye Contact: Flush eyes with water for at least 15 minutes while holding eyelids open. Get immediate medical attention. Ingestion: Do not induce vomiting. Never give anything by mouth to an unconscious person. If discomfort or irritation persists, consult a physician. Inhalation: If symptoms develop, get fresh air. If symptoms persist. consult a pltysician. If breathing has stopped, give artificial respiration then oxygen if needed. SECTION 5-FIRE AND EXPLOSION HAZARD DATA Flash Point: Flash Point Method: Lower Explosion Limit: Upper Explosion Limit: Auto-Ignition Temperature: 1\'FP A Rating: Health: Flammability: Reactivity: 2 3 0 -80°F/27°C Tag Closed Cup (Xylene) Not Available Not Available Not Available Extinguishing Media: In case of fire, use water spray. dry chemical, Carbon dioxide or foam. Special Fire Fighting Procedures: Firefighters should be equipped with Self-contained Breathing Apparatus (SCBA) to prevent inhalation of hazardous decomposition products. (See Section 1 0.) Water spray may be ineffective when ext'mguishing ftre. Water may be used to cool closed containers. Do not scatter spilled material with high pressure water stream. Fog nozzles are preferred if water is used. www .graceconstn.:ction .com Page 3 of9 10/301::007 Sep 17 08 01 :25p p.10 W.R.GRACE MATERIAL SAFETY DATA SHEET Product ~arne: Bltuthene Primer B2 MSDS ID Number: "1-85796 tviSDS Date: l 0/30107 Unusual Fire and Explosion Hazards: Keep away from heat, electrical equipment. sparks, and open flame. Extinguish ali sources of ignition. Vapors are heavier than air and may travel along ground to ignition sources such as electrical equipment, smoking materials, welding equipment, and pilot lights. Product can ignite explosively. Closed containers may explode when exposed to extreme heat. Flammable liquid. Keep containers closed except when in use. SECTION 6-ACCIDENTAL RELEASE MEASURES: Spills/Leaks: Use proper personal protective equipment. Do not flush to sewer or allow to enter waterways. Keep unnecessary people away. Absorb spilled product with an in en non combustible material and remove for disposal. Do not use metal shovels or other tools which could create sparks. SECTION 7-HAN DUNG AND STORAGE Precautionary Measures: Avoid contact with eyes, skin and clothing. Use only with adequate ventilation. Forced ventilation is necessary in pits and other confined areas. Respiratory protection is required. , Forced ventilation is necessary in pits and other confined or poorly ventilated areas. Do not take internally. Practice good personal hygiene to avoid ingestion. Wasn clothing before reuse. To avoid skin contact, use gloves or barrier creams. Promptly cleanse hands with waterless hand cleaner, clean fingernails and wash with soap and water after handling. When working around heating atid air conditioning systems, block intake vents to prevent vapor from traveling into buildings. Keep away from heat, sparks and flame. Enforce no smoking policy for all trades present on job site. Keep container closed tightly when not in use to avoid unnecessary release of vapors and to prevent spills. Do not reuse empty containers. Bond and ground containers when transferring product. FOR PROFESSIONAL USE ONLY. KEEP OUT OF CHILDREN'S REACH. SECTION 8 -EXPOSURE CONTROLS AND PERSONAL PROTECTIVE EQUIP :viE!\ I' EXPOSURE GUIDELINES fUSi - Ingredient ACGJH TLV OSHA PEL lWA STEL Cdlil:" TWA S1EL Cc•lin" A~om~11ic il•;dro~crbll•l Rc~i1; Ethyl beaten~ IOOppm \25 ppm l08ppmTWA:435 125 Prm STEL TWA STEL ll"~"''mJ T\\·1\ :\4~ mg/m3 STEL To!uem: so prm 10::! ppm T\Vi\. 375 1 50:• pj)rn STEL. TWA mglm3 T\\'A 56Q m~.lm3 STFL Xyl<!t~t~s (o-. m-. f"J· ISDmcrs) !DO ppm 150 ppm l08p-pmTWA:4h J St' ppm STEL: TWA STEL mt:!m3TWA 655 m!!lm3 STEI. www.graceconstruction.com Page 4 of9 l0/3012007 Other Sep 17 08 01 :25p p.11 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Bituthene Primer B2 MSDS ID Number: Vl-85796 MSDS Date: I 0/30/07 EXPOSURE GUIDELINES <CANADA) Employers should consult local Provincial regulatory limits for exposure guidelines which may vary locally. Engineering Controls: Explosion-proof portable ventilation is required to prevent vapor build-up during application ill enclosed or depressed areas. Vapors are heavier than air and will build-up in confined spaces without ventilation. Vapor build-up can be life threatening. Portable equipment such as a Coppus Vano portable blower/exhauster should be used in accordance with the manufacturer's instructions. Personal Protective Equipment: Respiratory Protection: A chemical cartridge respirator with organic vapor canridge is required. A dust1mist cartridge or prefilter may be needed in addition to control exposure to mist. Supplied air respirator (SCBA) is required at e>cposure levels above the capabilities of a chemical cartridge respirator. Skin Protection: PYA supported polyvinyl alcohol, nitrile or viton gloves are recommended. Natural rubber or butyl rubber gloves should not be worn. Eye Protection: At minimum, safety glasses with side shields should be wom where exposure to excessive dust or spray is likely. Wear goggles to prevent exposure to high vapor concentrations. Work/Hygienic Practices: Use good personal hygiene prac.tices. You and your personnel must completely understand the fire and explosion hazards before using flammable liquid based products. To avoid skin contact, wear recommended gloves (see s.kin protection recommendation) and wash with soap and water after handling. Promptly cleanse with waterless hand cleaner, clean fingernails and wash with soap and water after handling. All employees working with this product must exercise good and prudent personal hygiene practices. Avoid rubbing eyes while handling. v,;ww.graceconstruction.com Page 5 of9 10130/2007 Sep 17 08 01:26p p, 12 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Bituthe.ne Primer B2 MSDS JD Number: M-85796 ~·ISDS Date: 10130/07 SECTION 9 -PHYSICAL AND CHEMICAL PROPERTIES Physical State: Appearance/Odor: Odor Threshold: (ppm) pH: Vapor Pressure: (Mm Hg) Vapor Density: (Air= I) Solubility In Water: Liquid Smooth black liquid with aromatic solvem odor. Xylene= l.l ppm Not Available 6-10 (Xylene) 3.7 Xylene Insoluble Specific Gravity: (Water= I) Evaporation Rate: (Butyl Acetate= I) Boiling Point: 0.9 (Xylene) 0.75 (Xylene) 280°F/138°C Unknown Viscosity: Bulk Density: (Pounds/Cubic Foot)(Pcf) % Volatiles: (70°F) (21 °C) Not Applicable -80 SECTION 10-STABILITY AND REACTIVITY Chemical Stability: Conditions To Avoid: Hazardous Polymeri7.ation: Hazardous Decomposition Products: Stable Heat, Sparks, Open flames, Oxidizing materials, Strong acids, rubber and plastics. Will not polymerize. Carbon dioxide and Carbon monoxide. SECTION ll -TOXICOLOGICAL INFORMATION Ingredient(No data unless listed.) Ethyl benzene Toluene Xylenes (o-, m-, p-isomers) wwv.r.graceconstruction.com CAS Number 000 l 00-41-4 000 l 08-88-3 00 13 30-20-7 Page 6 of9 LDSO and LC50 Oral LD50 Rat: 3500 mg/kg; Dermal LDSO Rabbit: 17800 uL!kg Inhalation LC50 Rat: 49 gm/m314H; Inhalation LC50 Mouse: 400 ppmi24H; Inhalation LCSO Rat : 5000 ppm/4H; Oral LDSO Rat : 4300 mg!kg; 10130/2007 Sep 17 08 01:26p p.13 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Bituthene Primer B2 MSDS !D Numl>er: M-85796 MSDS Date: I 0130/07 Carcinogenicity: Ingredient !ARC I IARC !ARC NTP NTP OSHA GrouD 1 Grolln 2A GrourJ :m Knov;n SuSJ>L'"C: Aromatic Hvdrocarbon Resin No No No No "' No Ethyl benzene No No Y:!S No No No Toluene No No No No No "• Xylenes (oM. m-~ P· isomers) No No No No No No Ethyl benzene contained in this product has been shown to produce kidney, lung and liver tumors based on animal inhalation studies. Mutagenicity: Ethyl benzene contained in thts product has produced mutagenic effects base.d on animal studies. Teratogenicity: 'Not applicable. Reproductive Toxicity: Not applicable. SECTION 12-ECOLOGICAL INFORMATION Environmental Fate: Ecotoxicity: No data available for product. No data available for product. SECTION 13-DISPOSAL CONSIDERATIONS 'Waste Disposal Procedures: Consult all regulations (federal, state, provincial, local) or a qualified wasted disposal firm when characterizing waste for disposal. Waste/rejected product consisting of unused liquid product in sealed containers is a EPA Hazardous Waste #DDOl (due to its ignitability). Dispose of all waste at a disposal facility as permitted by applicable government regulations. Dried waste and waste absorbed in a noncombustible media would not be hazardous ilno longer combustible. Because of the Xylene content (CAS# I 330-20-7) this product is considered a hazardous substance under the U.S. EPA Clean Water Act. Spills of this product must be reported to the national Response Center at 1-800-424-8802. Spill reporting requirements and reportable quantities vary by region. ln case of any spill or release, consult all applicable state and local regulations. Observing all precautions noted above, absorb spilled product with an inert noncombustible material and remove for disposal. Remove all sources of ignition. Do not use metal shovels or other tools which could create sparks. www.grsceconstruction.com Page 7 of9 1013012007 Sep 17 08 01 :'26p W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Bituthene Primer B2 MSDS JD Numl>er: M-85796 SECTION 14-TRANSPORTATION INFORMATION Proper Shipping Name: UN INA Number: Not Applicable 3. UN3295, !If MSDS Date: I 0/30/07 Domestic Hazard Class: Hydrocarbon liquid: NOS (Xylene, Ethyl Benzene) Surface Freight Classification: Label/Placard Required: Not Applicable Flammable Liquid SECTION 15-REGULATORY INFORMATION REGULATORY CHEMICAL LISTS: CERCLA (Comprehensive Response Compensation and Liability Act): (None present unless listed below) CAS# CERCLA RQ p.14 Chemical Xame Ethyl benzene Toluene Xylenes (o-, m-, p-isomers) 000 I 00-41 -4 000 I 08-88-3 001330-20-7 \\'t 0~ 10 I 45 final RQ-1000 pounds (454 kg) final RQ = I 000 pounds (454 kg) final RQ = 100 pounds (45.4 kg) SARA Title III (Superfund Amendments and Reauthorization Act) SARA Section 312/Tier I & 11 Hazard Categories: Health Immediate (acute) Yes Health Delayed (chronic) Yes Flammable Yes Reactive No Pressure No 302 Reportable Ingredients (Identification Threshold 1%.}: Chemical Name SARA302 TPQ 313 Reportable Ingredients (Chemicals present below reporting threshold are exempt): Chemical Name Ethyl benzene Toluene Xylenes (o-. m-. p-isomers) CAS# 000 I 00-41-4 000108-88-3 001330-20-7 Wt% 10 45 1\ ational Volatile Organic Compound Emission Standards For Architectural Coatings: Volatile Organic Content: (griL) 440 g/1. This product meets the definition of''Quick Dry·· under Architectural Coatings regulations. WHMIS Classification(s): D2 B \.\'WW.gracecons.truction.com PageS of9 10/30/2007 Sep 17 08 01:27p W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Bituthene Primer B2 p.15 MSDS ID Number: M-85796 MSDS Date: I 0/30/07 This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR). This MSDS contains all the information required by the CPR. State Regulatorv Information: California Proposition 65: WARNING! This product contains substances known to the state of California to cause cancer. birth defects or other reproductive harm. Massachusetts Hazardous Substance List(Identification threshold 0.001 %(1ppm}): Chemical Name New Jersev Hazardous Substance Listfldentification threshold (0.1%}): Chemical Name Ethyl benzene Toluene Xylenes (o·, m-. p-isomers) CAS# 000 I 00-41-4 000 I 08-88-3 001330-20-7 Wt% 10 I 45 Pennsvlvania Hazardous Substance List(ldentification threshold 0.01 %): Chemical Name CHEMICAL INVENTORY STATUS: All chemicals in this product are listed or exempt from listing in the following countries: lfS Ci\ !\. A(M, IWROPE AtlSTRAL..lA .lAPAN TSCA OSL I NOS!. EINECS/£LINCS AlCS ENCS vc.~ Yes J No Yos Yes j Nm Determined SECTION 16-OTHER INFORMATION [\on-Hazardous Ingredient Disclosure: Chemical Name Prepared by: Approved by: Approved Date: Disclaimer: EH&S Department EH& S Department 10130/07 KOREA PHILIPPINES ECL P!CCS Not Not D~termir.cd Determu;ct! CAS Number "The data included herein are presented in accordance with various environment, health and safety regulations. It is the responsibility of a recipient of the data to remain currently informed on chemical hazard infonnation. to design and update its own program and to comply with all national, federal. state and local laws and regulations applicable to safety, occupational health, right-1<)-know and environmental protection." www.graceconstrucrion.com Page 9 of9 !0!30/2007 Sep 17 08 02:27p p.3 Material Safety Data Sheet MSDS No. 305363 Revision: 005 Section 1 -Chemical Product and Company Identification P<oduct/CIIemical Name: CCW-702 Chemical Formula: MixtUie General Use: Primer/ Adhesives Manufacturer: Carlisle Coatings and Waterproofing, Inc., 900 Hensley Lane, Wylie, TX 75098 Phone: 800-527-7<192 24-Hour Emergency Phone Number: CHEMTREC (USA} 800-424-9300 Section 2 -Hazards Identification ***** Emergency Overview * ** ** HMIS " 2 Flammable f 3 Skin and Eye Irritant R 0 Aspiration Hazard PPW Skin Sensitizer +sec. s Potential Health Effects Emergency and Hazards Overview: Mixture contains flammable components and the vapors may ignite explosively. Vapors are heavier Vtan air and may travel to distant sources of ignition and flash back. Harmful if swallowed or inhaled. Overexposure to vapors.; may cause dizziness, headache or central nervous depression. May cause irritation to eyes, skin and respiratory tract. Primat}' Entry Routes; Skin contact, skin absorption, eye contact~ inhalation. ingestion. lnkalatioa: May cause irritation ofthe nose,. throat and respiratory tract. At very high concentrations, breathing vapors may cause pulmonary edema, anorexia,. nausea and vomiting. / Eye: May cause eye irritation if wiped or rubbed into eyes.. Skin: May cause skin irritation if wiped or left on the skin. lagestion: lngestion may cause symptoms simHar to those of inhalation. The oral toxicity is estimated to be }ow~ therefore not expected to be hannful in small amounts. Cardnogeoieity: lARC, NTP, and OSHA do not list this product as a carcinogen. MedKal Conditions Aggra"Yated by Long-Term Exposure: Respiratory S)'mptoms associated with pre-existing lung disorders and pre-existing heart disorders may be aggravated by exposure to this product. Prolonged skin contact with this product may defat skin leading to irritation or dennatitis resulting in itching, redness and rash. Cbroui£ Effects: Overexposure may result in headache, dizzinesS:, fatigue, nausea and loss of consciousness. Chronic exposure may cause reversible kidney and liver injury. Reports have associated repeated and prolonged CtCCupational overexposure to solvents with permanent brain and nervous system damage. Repeated exposure to Toluene has been associated with high frequenc)• hearing Joss based on animal tests. Section 3-Composition I Information on Ingredients Ingredient Name CAS Numb<r 0/o wt Of o;. \I(JI Toluene IOS.8S-3 40-70 Acetone 67-64-1 7-!3 Hydrocarbon Tackitying Resin 63393-89-5 & 62258-49-S Synthetic lsoprene .Polymer 25038-32-8 azanloos lngredients: OSHA PEL ACGIB TLV NIOSH REL NIOSH Ingredient TWA STEL TWA STEL TWA STEL IDLH To•u~c 200ppm ISO ppm 50 ppm none e~'tab. 100 ppm ISO ppm 50<lppm Acetone 1000 ppm 1000 ppm 500 ppm 750ppm 250ppm none-estab. 2500 ppm Sep 17 08 02:27p p.4 MSDS No 305363 . . CCW-702 11107/07 I I I I I I I Section 4 -First Aid Measures Inhalation: Get fresh air if symptoms develop due to inhalation. Give oxygen if breathing is difficult. lfnot breathing give artificial respiration and get medical attention immediately. Eye Contact: Immediately flush eyes with running water for at least 15 minutes. Get medical anent ion. Skin Contact: Immediately flush skin with running water and remove contaminated clothing. Wash exposed area with soap and water. Get medical attention. In gestio&: DO NOT induce vomiting. Never give anything by mouth to an unconsciouS person. Get medical attention immediately. Note to Physicians: This product contains toluene and acetone. Special Precautions/Procedures: Whenever possible. remove the worker from the source of contamination. / Section 5-Fire-Fighting Measures Flasb Point: -4°F ( -20°C)V ~ Flash Peint Method: TCC Autoigllition Temperature: 869 °F (465 °C) LEL: 1.2% v/v ..,........ UEL: 12.8% v/v FlammabiJity Classilicatioa: Divisioo 2 Extinguisbiog Media: ln case of fire, use dry chemica~ carbon dioxide~ or foam. \Vater may not be effective as an extinguishing agent. Water fog or sptay may be used to provide a smothering effect on fire and to cool fire ..exposed containers and surrounding combustibles. Do not use a solid stream of water because it can scatter and spread the fire. Unusual Fire or Explosioll Hazards: Extremely flammable. Store and use away from all sources of beat, flame, or sparks. Do not smoke while applying. Vapors are heavier than air and may travel along ground or may be moved by ventilation and ignited by pilot lights. other flames, sparks, heaters~ smoking, electrical motors, static discharge, or other ignition sources at location distant from material handling point and flasbback. All containers should be grounded when material is transferred. Do not pressurize, cut, weld, drill, grind or expose containers to heat, flame, sparks, static electricity or other sources of ignition. Hazardous Combustion Products: Toxic gases or vapors, such as carbon monoxide or carbon dioxide, may be released in a fire. Unbtn11ed hydrocarbons. Emits acrid fumes.. Fire-Fighting Instructions: This product contains solvents that are dangerous fire and explosion hazards when exposed to heat or flame. Fire fighters should wear self-contained breathing apparatus and full protective clothing with a full face piec:e operated in the positive pressure demand mode. Containers should be kept cool with water spray. Liquid or vapor may settle in low areas or travei along the ground to ignition sources where they may ignite or explode and flash back. Fire-Fighting Equipme11t: Because fo-e may ptoduce toxic thermal decomposition products, wear a seiH:ontained breathing apparatus (SCBA) with a full face piece operated in pressure-<iemand or positivewpressure mode. Section 6 -Accidental Release Measures . Spill/Leak rro£edures:Remove all sources o-f ignition. Avoid breathing vapors. Use self-contained breathing apparatus in enclosed area. Ventilate area. Contain and remove with inert absorbent materials and non.-sparking tools. PerSonnel Safeguards: Immediately evacuate an non-essential personnel to safe areas. Emergency responders should wear proper protective gears before entering the affected area. Observe an precautions noted above. Regulatory Notific:atioas: Waste of this product is defined as hazardous according to U.S. EPA. Spi1l reporting requirements and reportable quantities vary by region. Consult all applicable state and local regulations. For Canada, observe all precautions noted above. Containment and Cleanup; Remove all sources of ignition. Do not use metal shovels or other tools which could create sparks. Prevent liquids from entering sewers~ drains or waterways. by diking with sand or earth. Absorb with vermiculite or other absorbent material and remove for disposal. Section 7 -Handling and Storage Handling Precautions: Use away ftom all sources of heat.. flame, or sparks. Do not smoke while using. Handling equipment must be grounded to prevent sparking. Handle with non~arking tools. Avoid prolonged contact with skin. Lise solvent resi>tant gloves (like Hycron® gloves). A void rubbing eyes while handling. Wash with soap and water before eating or drinking. Launder contaminated clothing. KEEP OUT OF REACH OF CHJLDREN. Sto-rage Requirements: Keep containers cool. dry 1 and store away from all sources of heat, flame, and sparks. Keep containers tightly closed and store with adequate ventiJation. Do not pressuriz~ cut, weld, or grind the containers, or empty containers which may contain residual product and solvent vapors that may ignite explosively. Page2 of6 Sep 17 08 02:27p p.5 11/07/07 CCW-702 MSDS No. 305363 Section 8 -Exposure Controls I Personal Protection Engineering Controls: Do not use in enclosed areas without proper explosion-proof ventilation. General and local exhaust ventilation must be sufficient to control vapor concentrations and keep the vapor concentration below 1L V ffW A. Use explosion proof ventilation equipment. Take care not to draw vapors into non~exploslon proof or spark. generating equipment. Ventilation: Provide general or local exhaust ventilation systems to maintain airborne concentrations below OSHA PELs (Sec. 2). Local exhaust ventilation is preferred because it prevents contaminant dispersion into the work area by controlling it at its source. Administrative Controls: Respiratory Protedion: Provide adequate ventilation to maintain vapors below TLVffWA. If vapor levels are exceeded, use NlOSH approved respirator~ both during and immediately after application, unti1 vapor levels are below limits. Protective Oothing!Equipment: Hycron®? Neoprene, Nitrile, or equivalent s.olvent permeation resistant gloves required. Protective glasses or goggles recommended. Industrial boots to protect feet from cleaner contact. Impervious clothing is recommended to protect skin from cleaner contact. Protective skin creams or emo11ients usefuL Safety Stations: Source of clean water should be avai1ab1e in the work area for flushing eyes and skin. Contaminated Equipment: Separate contaminated work clothes from street clothes. Launder before reuse. Remove this material from your shoes and clean personal protective equipment. Comments: Never eat, drink,. or smoke in work areas. Practice good personal hygiene after using 1his material~ especially before eating, drinking .. smoking.,. using tbe toUet, or applying cosmetics. Section 9 -Physical and Chemical Properties Physical State: Liquid Appearance and Odor:Thin blue liquid with hydrocarbon odor. Odor Tbresbokl: Not available. Vapor Pressure: 80 mm Hg at 20 °C Vapor Density (Air-1): > air Formula Weight: NA Specific Gravity (H!O;l, at 4 °C): 0.91 pH: Not applicable Water Solubility: Negligible Boiling Point: 180 to 232 °F ( 82 -11 FC) Freezing/Melting Point: NA Viscosity: NA %Volatile: 53 (450 giL VOC) Evaporation Rate: Flash Point: -4'F ( -20°C) Flasb Point Method: TCC Autoignitioo Temperature: 869 op (465 °C) LEL: 1.2% vlv UEL: 12.8% vlv Flammability Classification: Division 2 Section 10-Stability and Reactivity Stability: Stable under nonnal conditions. Possibility of JlazardoUs Reactions: Will not occur. Chemical lncompatibi1ities: A void strong acids and stn>ng oxidizers. Conditions to Avoid: heat~ sparks, and flames; ignition sources. Hazardous DecompositiOB Products: Toxic gases or vapors. such as carbon monoxide or carbon dioxide, may be released in a fire. !'age 3 of6 Sep 17 08 02:28p p.6 . MSDS No 305363 CCW-702 11107107 . Section 11-Toxicological Information Toxicity Data: Eye Effects: lnitating Acute lnhalatiou Effects: Product toxicity has not been detennined. Following are the component data: Skin Effects: Irritating TC,o: Toluene: Rat> 26,700 ppm I hr; Mouse 400 ppm 24 hr A<:etone: Rat> 20,700 ppm B hr Acute Oral Effects: Product toxicity has not been determined. Following are component data: LDso: Toluene: Rat 5,000 mglkg Acetone: Rat 5,800 mglkg Mouse 3000 mglkg Rabbit 5,340 mg'kg Chronic Effects: May cause skin sensitization in some people. Carcinogenicity: Not listed in IARC or NTP Mutagenicity: Some evidence in animal exposure to Toluene. Teratogenicity: Some evidence in animal exposure to Toleune. Section 12 -Ecological Information Aquatic Toxicity: Not known Terrestrial Toxicity: Not known Chemkal Fate and Transport: Not known No other ecological information available. Section 13 -Disposal Considerations Disposal: Dispose ofin accordance with all local, state, and federal regulations. Regulalory Information: Consult all regulations (federal, state, provincial, local etc.) or a qualified waste disposal firm when cbaracterizing waste for disposal. Waste Disposal Methods: Dispose of waste in accordance with all applicable regulations. Waste which cesults from the clean~ up of spilled product, absotbed by a noncombustible absorbing media,_ would not be considered a hazardous waste once toluene and acetone have evaporated. Section 14-Transport Information DOT Transportation Data (49 CFR 172.101): Shipping Name: Paint, Packaging Authorizations Quantity Limitations flammable liquid, 3, UNJ263, [! a} Exceptions: 173.150 a) Passenger, Ain;raft, or Railcar: 5 L Sbippiag Symbols: Flammable b) No~>-bulk l'ackaging: 173.173 b) Cargo Aircraft 0Diy: 60 L Hazard Class: 3 c) Bulk Packaging: 173.242 lD No.: UN 1263 Vessel Stowage Requirements Packing Group: II a) Vessel Stowage: B Label: red Flammable label b) Olher:none required. Spe<ial Provisions (172.1 02): 149, B52, lB2, T4, TPI, TP8 Section 15 -Regulatory Information El' A Regulalions: RCRA Hazardous Waste Number (40 CFR 261.33 ): Not listed RCRA Ha:mrdous Waste Classification (40 CFR 261.31 ): F003 (Acetone) and F005 (Toluene} CERCLA Hazardous Substance (40 CFR 302.4) listed/unlisted specific per RCRA, Sec. 3001; CW A, Sec. 31 I (b)(4); CWA, Sec. 307(a), CAA, Sec. 112 Page4of6 Sep 17 08 02:28p p.7 11107/07 CCW-702 MSDS No. 305363 CERCLA Reportable Quantity (RQ), Toluene 1,000 lb (454.5 kg) Acetone 5,000 lbs (2,272.7 kg) SARA 311/312 Codes: Acute: ..Y]i_ Chronic: ..Y:rul Fire: YES Pressure: YES Reactive: NO SARA Toxic Chemical (40 CFR 372.65): Toluene, CAS# 108-88-3, 40-7W/o SARA EHS (Extremely Hazardous Subs1ance) (40 CFR 355): Not listed, Threshold Planning Quantity (TPQ) OSHA Regulations: Air Contaminant (29 CFR 1910.1000, Table Z-1, Z-1-A.): Not listed Clean Air Act Data: Toluene: SOCMI: Yes HAP code: XOV Acetone: SOCMI: Yes Clean Water Act: Toluene is listed as a priority pollutant. RQ: 1 ,000 lb ( 454.5 kg) State Regulations: California Proposition 65: This product contains the following chernical(s) known to the state of California to cause birth defects or other reproductive hann: Toluene. Delaware Air Quality Management List: Toluene: DRQ: 1000 Aceione: DRQ: 5000 Massachusetts Hazardous Substance codes: Michigan Critical \liaterials Register: Toluene Minnesota Hazardous Substance: Toluene: Acetone: New Jersey RTK Hazardous Substance: Toluene Acetone 108-88-3 Codes: ANO Codes: AON State: \ltust be reported to the DRQ State: ),lust be reported to the DRQ 108-88-3 67-64-1 2, 4, 5, 6, F7, F& 2, 4, 5, 6, F8. F9 Report:-Class:- Hazards: skin Hazards: --- Carcinogen'? No Carcinogen? No Toluene: DOT: 1294 Sub No.: 1866 TPQ: --· EHS: New York List of Hazardous Substances: Toluene: Pennsylvania Hazardous Substance Code: Chemical Name Methy 1 benzene 2-Propanone Washington Air Contaminant: TWA (ppm): 100 (Toluene) TWA (mg): 375 (Toluene) STEL (ppm): 150 (Toluene) STEL (mg): 560 (Toluene) Ceiling (ppm): None listed Ceiling (mg): None listed Slin: None listed Canadian WHMIS Classification: Class: B Divisjon: 2 Acetone: CAS# 108-88-3 67-64-l 750 (Acetone) 1800 (Acetone) I 000 (Acetone) 2400 (Acetone) RQ-Air: 1000 RQ-Land: I Note: none RQ-Air: 5000 RQ-Land: I Note: none Code E E This product bas been classified in accordance with hazard criteria of the Controlled Products Regulations (CPR). This MSDS contains all the infonnation required by the CPR. Europeaa Union Classification: Highly Flammable and Harmful Risk Phrases: Rll, R20, R42!43 Safety Phrases: S9, Sl6, S36, S51 Page5of6 Sep 17 08 02:29p p.8 -MSDS No. 305363 CCW-702 11/07/07 Section 16 -Other Infonnation Prepared By: Research & Development Revision Netes: Revised Sections2, 3~ 9. 10, and 15. Issue date: 07101108 Supersede.: 03128107 AJ!ditional Hazard Rating Systems: No other information available. Disclaimer: The information contained in this document is based upon data that was supplied to CCWl Company other companies and organizations. No warranty of merchantability or fitness for a particular purpose is expressed or implied regarding the accuracy or completeness of the data and/or infonnation in this material safety data sheet. Page6 of6 Sep 17 08 02:18p l!lil!fi!= Coatings & Waterproofing DESCRIPTION CCW-550 Prlmor is a single-component. solvent-based bituminous primer especially designed to promote adhesion of the CC\11-500 Hot Applied Liquid Membrane by pcepahng the concrete surface. TYPICAL USES Use on aU concrete surfaces to which CCW-500 Hot Applied Membrane is to be applied. }JJ CCW-550 Prfrner TYPICAL PROPERTIES Color Bleck Woi<;ht per gallon 7.761bs VOC Content 500 gil Tack-free Time 1 hr ® 77"'F Flash Point 45"F """' Corrosiv\ty .\Jane PACKAGING CC\11·550 Primer is packaged in 5-gallon pails and 55-Y LIMITED WARRANTY ga!lon drums. COVERAGE Cover<:~ge rate wi!l vary. Th8 foi!O•Ning is a guide, but Carlisle Coatings & Waterproofing Incorporated can not guarantee coverage rates. The concrete should show a deep stain as apposed to being fully colored b!Bck. For smooth, )lair broom fimsh, cover concrete: 500 to 600 sq. ft. per gallon For rough finish, cover conc(ete 400 to 500 square feet per g.:lllon APPLICATION CCW-5:50 Primer is best appl1eo w:th powered airless spray equipment. CCW-550 Primer can also be applied by roller. Use a screen ;n the pa11 to roL off excess primer. Primer has a satisfactory cure when it wi,! not transfer when touched. Prime only areas to be waterproofed the so!l"e day. Reprime ;f mea becomes dirty or wet. WARNINGS Flammable l:g!licl and vaoors. Use only with adequate ventilation. Keep liquid and vapors vway from open flames. Avoid contact with eyes ()r.d skin. In the even~ of co-"ltact, wash off immediately. wear protective clothing. especially impervious rubber gloves and eye protect1on. Refer to the MSDS for irr.portant warnings .:md product information. Carlisle Coa:ings & Waterproofing, Jncorpcrated (Carli:.le) V'!arrants this prcduct to be free of defects in workma~ship and materiels only at the limo of 5hipment frorn our factcry. If an~· CariJsle materials pro·Je to contai:", manufacturing defects thct subs;antially cffoct their performance, Carlisle w!li. at its option. replace the materials or refund its purchase price. rhis limited warranty is ·.he orly warranty extenaed by cmrst& \f'iith respect to its mat8rials. There arc no o:her warranties, iJ":c!uding :he impli·Jd w-arranties of rnc-:chan:atility ar•d fitness. for a particular purpose. Carl.s!c specificc.!fy disclaims liability for a:~y lncldemal. cor'!&equentia:. or other damages. including !Jut no: limited to, loss of profits or ciamagcs 1o a structur~ or its ::cntents, arising under any theory of law whalsoevct The dollar value of Carlisie's licbi!ity ard buyer's remedy under this iimitcd war~anty· shall not cxce€~d the purchase price of the Carlisle materiai in question. 900 H•"'~Y Laoo -w,;;, TX '5098 I! j j J! H ! : liJ a00-527-7092 -www.carible-ccw.com co~tlf'lgs & Wa;terprooU119 Sep 17 08 02:18p ew!fi!= .. i\ Cool.,., & W.to.,~of;," l.tJ MATERIAL SAFETY DATA SHEET I. PRODl:CT AND COMPAl'IY IDENTIFICATIOl\ Product Name: CCW -550 Product Use: Quick Dry Prime.r Manufacturer/Supplier Carlisle Coatings & Waterproofing Incorporated 88!0 West IOOth Street South. P.O. Box 1600 Sapulpa, OK 74067-1600 Internet Address; W\'vw.Carlisle-CCW.com fax Number: (918) 227-0603 > COMPONENT INFORMAT!Ol\ -· Col1)ponent CAS No. Toluene !08-88-3 --Asphalt 8052-42-4 Aromatic Oil 64742-05-8 Phone Numbers Medical Emergency: CHEMTREC(USA): (800) 424-9300 CHEMTREC(lntcrnational): (703) 527-3887 MSDS Assistance: (918) 227-5435 Fax On Demand: NA Technical Assistance: (918) 227-5435 Customer S.rvice: (918) 227-4533 Percent Ranf!c Hazardous in Blend 50.55 .. 40.45 5-10 This product is hazardous according OSHA Z9 CFR 1910.1200. Hazards: Flammable/Combustible Pressure __L Reactive X Acute I oxin X Chronic Toxin X Carcinogen X ~ Ex.posure Limit _ Target Organ Other 3. HAZARDS IDENTIFICATION Emergency and Hazards Over\'h~'\V: i ! l I Mixture contains flammable components and the v11pors may ignire explosively, Vapors are heavier than air and may travel to distance sources ofjgnition and flash back. Harmful if swallowed or inhaled. Overexposure to vapors may cause dizziness, headache or central nervous depression. :\lay cause irritation to eyes, skin and respiratory tract. Ratings Health ..l.. Flammability I Reactivity Primary Route of Exposure: Skin x lnhalat.ion x Eyl' x Ingestion x Health Effect Information Eye Contact: May cause eye irritation if wiped or rubbed mto eyes. Skin Contact: May cause skin irritation 1f \\1ped or left on the skin. Inhalation: May cause irrit<ltion of the nose, throat, and resplrn1ory trac:. At very high concentrations. breathing vapors may cause pulmonary edema, anorexia, nauseG, vomiting, r.eadache and unconsciOllsness. Ingestion: Ingestion may cause symptoms simila::-to those of inhalation. The orai toxicity is estimated to be low, therefore 110( expected to be hannful in small amounts. !fa large amount is swallowed do not induce vomiting. Seek immediate mt'.dical attention. p.2 CCW-550 Issued: 06i3010S Supersedes: 12/21100 Page I of7 Sep 17 08 02:18p Medical Conditions Aggravated by Exposure: 4. FIRST AID INFORMATION Prolonged skin contact with thi!i product may defa1 skin Jeadirtg to ini1ation or dermatitis resulting in itching, redness and rash. Over exposure may ag__,eravate liver effects. kidney effects and blood abnormalities. p3 Eye Contact: Immediately flush with plenty of water for at least 15 minutes. Call a physician. Skin Contact:. \Vash promptly with soap and water. \Vaterless hand cream or abrasive soap. Clean under fmgernalls. See a physician if irritation develop$. Inhalation: Get fresh air it' S)1nptorns develop due to inhalation. Give oxygen if breathing is difficult. If nO! breathing give artificial respimtion and get medical attention immediately. Jngcstion:. If swallowed contact a physician immediately. Decision to induce vomiting should or.ry be made by a physician. Never give anything by mouth to an unconscious person. Notes to Physician: This. product contains toluene. aromatic oil and asphalt 5. FIRE AND EXPLOSION INFOR~ATION Flammable Pro[!ertics _., Flash Point: ~ .,- Flame cxtcnsi'Oii:-'NA Flammable Limits in Air Up~r Percent: 7 I Lower Percent: l .2 Autoignition Temperature: 996°F NFPA Classification: H 2 F 3 R 0 II Test Method: TCC Test Method: NA Test Method: NA Extinguishlng Media: CQ, foam or dry chemical powder. Fire fighting Measures Special Fire Fighting Procedures and Equipment: Firemen must wear full-face air-supplied mask and full protective cJothing. Containers should be ke-pt cool with water spray. Liquid or \'apor may settle in low areas or travel along ground to ignition sources where they may ignite or explode and flash back. Unusual Fire and Explosion Conditions: Vapor:; may be ignited by heat or sparks. Material may collect static charges which can cause an inct:ndiary electrical discharge. Empty container cor.~ains product residues. Do not pressurize. cut, weld, drill, grind or expose containers to heat flame, sparks, static elecrriciry or other sources of ignition, They rr:ay explode and cause injury or death. Hazardous Combustion By-Products: CO. C02, unburned hydrocarbons. CCW-550 lssueC:06i30(08 St:persede::;: 12r2 J /00 Page 2 of7 Sep 17 08 02:18p 6. ACCIDENTAL RELEASE YIEASURES Personnel Safeguards: hnmediately evacuate all non-essential personnel to safe areas. Emergency responders should \\'ear proper protective gears before entering the affected area. Observe aU precautions noted above. Regulatory Notifications: Vlaste of this product is defined as hazardous accordir.g to U.S. EPA. Spill reporting requirements nnd reportable quan:ities vary by region. Consult all applicable state and local regulations. for Canada, observe all precautions. noted above. Containment and Cl~n up: Remove all sources of ignition. Do not use metal shovels or otber tools which could create sparks. Prevent liquids from entering sewers, drains or waterv,~ays by diking with sand or earth. Abs()rb with vermiculite or other absorbent material and remove for disposal. Use adequate ventilation to promote drying. Wash area with mild detergent and water. 7. H~"'DLI'\G .<\.,'\;0 STORAGE ll\FOR1>1ATION Handling: Avoid prolonged contact wi1h skin. Use solvent resistant gloves. Avoid rubbing eye.$ while handling. p4 ~toragl!: Store in cool ventilated space away from direct sunlight. Keep away from heat, sparks, openl L.: flames, electrical equipment, welding torches. pilot lights, etc. ':_j Empt~· Container Warnings Drums: Do not reuse empty drums or containers. Do not cut, d~ill, grind or weld on or near t:he empty drums. Plastic: Not appHcab1e. 8. EXPOSURE CONTROLS I PERSO:'!AL PROTECTION JNFOR~·IA TION E xposurc L' 't JIDI san d G ·d r m e mcs Component i CAS No. Exposure Limit Toluene I 08-88-3 IOOppm TWA Asphalt 8052-42-4 Sm,;,im'TWA Aromatic Oil 64742-05-8 0.2 mer'tn~TWA Personal Protective Equipment Eye/Face Protection: \Vear safety goggles. Skin Protection: Use solvent resistant gloves. Respiratory Protection: Provide adequa1e ventilation to maintain vapors below TLV/TW A. Jf vapor levels are exceeded, use NlOSl·l approved respirator. both dunng and immediately after application, until vapor levels are below limits. Personal Hygiene: Avoid rubbing eyes during handling. l'se good personal hygiene practices to avoid incidental ingestion. Engineering Controls I Work Practitcs Ventilation: Provide local exhaust or area ventilation to maintain concentration of vapors below TLV/TW A. Use explosion proof ventilation equlpment. Take care not to draw vapors into CCW-550 Jssued:06i3l>l08 Supersedes: 12121 /OW Page 3 of 7 Sep 17 08 02:18p non~explosion proof or spark generating equipment. Oth(!r: Source of clean water should be available in the work area for flushing eyes and skin. Wash thoroughly with soap and wmtr after use and before eating, p.5 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance: Black liquid Vavor Pressure: 3 8 mm ll!( (ii) 20"C Odor: typ~ical solvent odor Phvsical state: liquid V' Vavor Dcnsitv (air-1): 3.2 , nH: Not applicable Percent Volatile b~ Volume: 50-55 DOT Corrosivity: Net applicabl~ Volatile Organic Content: 500 ciliter Boiling Point: 230 to 232°f .!'_ Molecular Wci~ht: NA Melting Point: NA Avera'l!e Carbon :'\lumber: NA Spccilic Gra>itv: 0. 93 Viscosity (a; 100 F: NA Pour Point: Not Avolicable Viscosity t«1 40 C: NA Solubilitv in Water: "ieclieible Octanol/ \Vater Cocffi~ient; log KS!"'- 10. STABILITY AND REACTIVITY IJ\"FORMATION Chemical Stability: Stable undet normal condirions. Conditions to Avoid: Avoid heat. flames and other sources ofignitio~ lncompatihlc Materials to Avoid: Avoid strong acids. strong oxidizers. 11. TOX!COLOGJCAL ll'<"TORMATION (will only print available data) Primary Eye Jnita.tion: Irritating Primary Skin Irritation: Irritatir.g Acute Dermal Toxicity: NA Subacute Dermal Toxicity: NA Dermal Sensitization: 1'-.A Jnhalation Toxicity: Product toxicity has no1 been detennined following are compo:1ent data: LC:>,> Toluene: Rat >26,700 ppm 1 h; .Yiouse 400 pprn 24 hr JnhaJation Sensitization: NA Oral Toxicity: Product toxicity has not been determined. Following are component data: LD~0 Tohlene: Rat 5,000 mglkg \rlutagenicity: NA Carcinogenicity: Aromatic oil is listed in California Proposition 65 Chemicals as a tarci:-10gen. i Jssued: 06/30/0S CCW-550 Supersedes: l2i21 iQQ Page 4 of7 Sep 17 08 02:19p Reproductiv<! Toxicity: t\:A Teratogenicity: NA lmmunoto:dcity: NA Neurotoxicity: NA Other: No other toxicological information available 12. ECOLOGICAL ll>FORMATJO:-; Aquatic Toxicity: ~ot knov.n Terrestrial Toxicity: Not kr.ov.m Chemical Fate and Transport: T'ot known l\o other ecological information available. 13. DISPOSAL INFOR:\1A TJO-. Regulatory Information: Consult all regulations (federal, state, provincial. local etc.) or a qulthfied waste disposal finn when characterizing waste for disposaL \Vaste Disposal Methods: Dtspose of waste in accordance with federal, state and local regulations. NoL ~ RCRA hazardous waste when 1oluene has evaporated. Do not flu:>h to drain and storm sewer. Contract to authorized disposal sentice. 14. TRA]I;SPORTATION INFORMATIO"' JJ.S. Department of Transportation (DOT) Highway I Rail (Bulk): Pain~ flanunable liquid, Clas:s 3, L"Nl263 High~ay I Rail (Non-Bulk): PGII (containing toluene). L "N 1263 The DOT description is provided to assist in tbe proper shipping classification of thi~ produ<:t and may not 1>e suitable for all shipping des.:riptions. International Information Vessel: IMDG Regulated: Air. ICAO Regulated: Class 3.2 Class 3 Other: ~o other infOrmation available. 15. Regulatory Information Regulatory Lists IMDG :.lot ICAO Not p6 CCW-550 Issued:06!30/08 Supersedes: 12121/00 Page 5 of7 Sep 17 08 02:19p U.S. TSCA Inventory: AH components of this rna1erial are on the LIS TSCA Inventory or exempt from listing on the TSCA Inventory. Sara Sc<:tion 313: This product contair.s the following Sara. Title III, Section 313 Chemicals: Chemical CAS Number i Percent in Product Toluene 108-88-3 50-55 Regulatory Lists Searched Health & Safety: NA E-nvironmental: l'A International; NA State: FL. MA. :VlN, PA. Rl National Inventories: NA SARA 311 I 312 Categories Acute: Yes Chronic: Ye<; Fire: :\"ot Regulated: Yes Pressure: Yes Reactive: Ko California Proposition 65 Information: Warning! This product contains substances known to tb.e State ofCalifo~i2 to cause cancer ar:d developmental toxici1y. Canadian \VHMIS Classification Class: B Division: 2 This product has been classified in accordance wi:h hazard criteria ofthe Controlled Products Regulations (CPR). This MSDS contains aJl the information required by the CPR. European Union Classification Hazard Symbol: HighLy flammable Risk Phrases: Rl l, R20 Safety Phrases: S9, SJ6, S36, S51 Harmful Other Regulations: J'.:"o other infonnation available. 16-OTHER 1:"/FOR.MATION Health and Environmental Label Language AU ingredients contained in this product are mcluded on the LS EPA Toxic Substances Con1rol Act (TSCA) i!lventory or exempt from listing on the TSCA inventory. All ingredi~nts con:nined in this product comply with the requirecmcnts of the Canadian Environmental Proteclion Act (CEPA) and a~e listed on the Domeslic Substance List (DSL) or Non-Domcstlc Subs1ance List (r,:DSL) CCW-550 ls.wed:06i30i08 Supersed~s: l2i2l/00 Page 6 of7 p.7 . Sep 17 08 03:03p p. 1 Geocel Corporation -Manufacturer of Quality :Se;ala~::f;'!ll:Jl~l"i!!!i<H~Iles-~JesJgtte~=...!Page 1 ot L C<-tt\) ]l ~~7 0 Product Title 2300® Construction Tripolymer Sealant • CARB VOC compliant • Adheres to wet or oily surfaces • Stays flexibte ·will not crack • Superior ultraviolet resistance • Applies in any t~mpera!ure • Paintab!e ·contains no silicone • 50-year service life • Aval!able in crysta: clear, colors, and specially designed metal roof colors. Por a !istirg of popular metal roofing ma11ufacturers tl1at we match, use the drop down menu below • Excellent adhesion to most building matenals including painted (l<ynar®) metal 230C® Construction lripolymer Sealant Color Match: Seleoct a Manufacturer PDF Documents Tech Data MSDS ~ {2300 Clear) MSDS-(2300 Co~:)rs) r ._"f.,., Adobe· I !ttrl!t-Readeri Adobe Acrobat 6.0 or highe1· is required for viewing pdf files. For a free down bad, click the "Gel Adobe Reacier" Ovtton and follcv" the instructions. ThiS product works best for these application 5 Materials • Aluminum • Asphalt • Built~up Roofing {SUR) • Concrete (powred, block) • Copper http://www .geocelusa.cornlphp/ oic/product. php ?prdb _product _id=7 0 Application$ Need help choosing a product? Click the !inks below to vlew a listmg of products re:ommended by Geocel's experts, or fee! free to call our Customer Support Center at (80C) 348-7615. Materials Siding Applications Roofing Applications General Applications. Wtndow Applications. ~ Color Match To find the 23ooswon.o. Sealant color par! number that matches your siding. vli.ndow, or door needs, select t;re manufacturer using the menu below Or. enter your part number for an exact motch Par: No: ~. 911512008 Sep 17 08 03:03p Geocel Corporation-Manufacturer of Quality Sealants, Caulks, and Adhesives Designed ... • Fiberglass • Galvanized Steel • Masonry (Brick, Stone) • Mortar • Sheet Me1al (HVAC) • Vinyt • Wood • Coated Steel (Kynar, painted} Siding Applications • Aluminum • Stucco • Vinyl • Wood • Gutters • Fiber Cement Roofing Applications • Flashing • Gutters • leak Repalr • Roof Projections • RoofSeams • Screw Heads • Skyliglll Frames • Termination Points • Valleys ~.··· .. p.2 l:'age:.! ot:.! ' C1::004 OE CORPORAUO!'I P.O. BoX ::&11! E. ,1N' '.46 1 , PHONE: tfloiXI) G18' r FAX: 343·7tl09 • E-MAlL:CVSTOMERSSR\II~E'OCEl..WOJ'U..O'MOE.COM LEGAL TERMS OF US£&. DISCLAIMER http://wv.w.geocelusa.com/php/oic/product.php?prdo product id=7 9/15/2008 Sep 17 08 03:03p 1. PRODUCT NAME: 23QO®Tripolymer Sealant 2. MANUFACTURER: GEOCEL CORPORATION P.O.Box39B Elkhart, IN 46515 USA Phone: (800) 348-7615 Fax: (800) 341!-7009 www.GeoceiUSA.com 3. PRODUCT DESCRIPTION: 2300 Tripolymer Sealant is a single component,lligh-petforrnance elastomeric sealant ior use in a wide variety of roofing, trim, architectural metal, manufacturing, and gereral construction applications. The product has the following unique properties: • Will not crack • Asphalt compatible • Exceptional elongation and flexibility • Excellent adhesion to most buijding surfaces, even when damp • Superior ultraviolet resistance •Resealable, may be applied over itsetf •Paintable • No dirt pickup • Easily appijed, non-sb'ing':ng formulation • Available in crystal clear and coors; and spacially designed metal roof colors • Tools and cleans up easily • MildeW proof • Producl meets aU state and federal VOC regulations Basic Uses: • Most non-traffic bearing joints. ;"eluding those where structural movement or stress is expected • Primerless application to brick, concrete, stone, all metals, glass, treated and untreated wood, asphaltic materials, and vinyl • Where ultraviolet-stable marerial is required • Where a paintable sealant is required • As a trim sealant for metal components Composition and Materials: 2300 is based on a pnoprietary formulation of polymers designed to provide optimum flexibiity, adhesion, weather resistance, and life expectancy. Because of the :nherent flexibility of this material blend, the sealant does not contain plasticizers (added to many sealants to promote flexibility) which tend to migrate out of other sealants, causing hardening and shortening their useful lite. Due to the mild solvent blend contained in the sealant. 2~00 js not a flammable p.3 liq•rid accordjng tg NFpA !jqt tjd ...9' ljdelines 1ts h 0 Rn1 weather and ultraviolet resistance, combined with its lasting flex':bil':ty, provide a life expectancy exceeding 50 years. Its clear formulation is literally clear as glass from the moment of application. Grade: Gun grade consistency Primer: Not reqwed on most surfaces. If primerless adhesion to a particular substrate is in question, a test application is recommended. Contact Geocel's Technical Service Department for iurther informatiott Packaging: 10.3 fl. oz. cartridge, 29 fl. oz. cartridge, 5-gallon pail, and 55-gallon drum Colors: White, clear, almond, gray, blaclk, driftwood, tan, earthtone, terra, bronze, cedar, brown, and most popular metal roof colors. Additional colors may be available upon request. Contact our Customer Support Center for more information at 800-348-7615. Umttations: Not recommended for. • Traffic-bearing surfaces • Extruded polys1yrene insulating siheath:ng (Styrofoam", etc.) • AcryHc skylight glazing surfaces • Areas where food is processed or stored, unless sealant is cured until solvent dissipates 4. TECHNICAL DATA: (See chart on back.) 5. INSTALLATION: Joint Design: For opt:mum results, joints should be a minimum of 411mes greater than anticipated movement. Minimum recommended joint size is 1/4" x 1/4~. Maximum joint size should be 1/2' x 318" in depth. Surface Preparation: Priming is not required unless specified alcove. Joints should be basically clean and surtace dry, although dampness from dew will not interfere with adhesion. Do not use xylene or MEK to clean joints or to remove surface coatings umess surface can be allowed to dry before application of sealan1. If the joint is wet with solvent, the sealant will not adhere pmperly.Use of a dry rag or brush to remove dust, dirt, or other contaminants is recommended. Contamination from curing agents and form releases should be avoided. Sep 17 08 03:04p TECHNICAL DATA TEST METHOD CLEAR COLORS Viscosity Brookfield RVT ~F 800Mc~ 884 M cps Spindle Helipath Stand (100 seo .. 17 f) Extru!:.'ion ASTM C 603·90 Eloog;.tion [Peak) ASTMD412 Elongation {Peal<} after 500 hoorS QUV ASTM 0412 Tensile Strength (Peakl ASTM D 4\2 Cyclic Mrwemerrt ASTMC719 Adhesion Alumin~m Mortar Glass Wood Vinyl Steel Kynar %Solids Tack free Cure {114" x 1/4~ bead} Contact Geocel's Technical Service Department or representative if such agents are involved. Joint Backing: Joint depth should not exceed 3/8'. M open cell backer rod should be used to control joint depth. In shallow joints, a bond breaker tape should be installed to prevent thnee- point conlact. Service Temperature: -40 Fto180 F -40 Cto82 C Application Temperature: -40 Fto 140 F -40 Cto60 C Application and Tooling: Apply wilh conventional caulking equipment, filling joint completely. When lemperatLOe is below 40 F, applicabon will be easier it sealant is warmed. When temperature of surface to be sealed exceeds 140 F, do not apply sealant until surface cools. A soap solution or a solvent such as xylene may be used as a lubricant for tooling. Do not allow tooling agents to contaminate open joints. COMPARE! There is A Difference Z seconds 2 seconds 870% 853% 1093% 1£188% 407psl '14 psi r25% :t25% 19 P.L.I. 17 P.L.I. 12 P.Ll. 21 P.L.I. 20 P.L!. 23 P.LL 17 P.L.I. 24PLI. 12 P.Ll. 14P.U. 28 P.L.I. 13 P.LL 25 P.L.L 28 P.L.I. 62:.5% 50.0% 2hoors 1.75 hours 5days 6days Painting: Sealant may be painted after 24 hours. If using a relatively inllexible paint, allow sealant to cure for 3 days belore painting. 2300 may be coated wilh any latex and most oil based peints. Some paints may crack in dynamic ioints. See paint manufacturer's specifications, Cleaning: Reroove 2300 from gun and tools before it cures. This may be done by scraping and use of solvents such as MEK {lacquer thinner), xylene, Toluol or chlorinated solvents. CUred materials may be removed by cutting witll sharp tools. Observe manufacturers precautions when c using toxic or flammable solvents. Storage Life: One year Warning: Far Colors Onlf This product contains a chemical known tothestateol Calrtomia to cause cancer. For Clear and ColorS Harmful or fatal if swallowed. If swallowed, call a physician immediately. May be harmful if inhaled in an enclosed space. Geocerl ISO 9001 Certitied i Eikbru"t, IN 46515 r P.O. Box 398 : (800)348~7615 • Fax (BOO) 348-7009 ·-· www.GeooeiUSA.com p.4 6. AVAILABIUTY AND COST: Marketed througho:Jtthe U.S.. Canada, and in select foreign markets. It Is avanable from various construction material and industrial distributors. Cost and further technical data are availabe from your local Geocel Representative or from Geocel's corporate olfrces. 7. UMITED WARRANTY: Geocel Corporation warrants that the product is manufactured according to their published standards. The company guarantees for five years from the date of manufacture that 2300 T ripolymer Sealant win not crack due to nonnal expension and contraction and that it will not lose ~s adhesion or cohesion. Geocel Corporation will, at rts option, either refund the purchase price of, or provide replacement far, that portion of the 2300 which fails to perform in accordance with tllis warranty. SUch refund or replacement will corstittrte the fimit of Geocei's liability and obligation lor any such failure. Geocel Corporation will not be liable or obligated otherwise for any loss or damage, arising directly or indirectly, from this product, or the use or failure thereof, 1\>flether besed on breach of warranty or negligence. 8. MAINTENANCE: No maintenance should be required. If the sealant is damaoed, either remove bead and resBal with 2300 or apply adcrtional2300 over the damaged area. 9. TECHNICAL SERVICES: Geocel represen1atiVes throughout tile Un~ed States are available to provide technical assistance. Geocel's in-house technical staff and laboratory faciities are equipped to respond to specific requests lor ft.JI'l!1er information and/or applications testing. THEORETICAL YIELD PER CARTRiDGE Joint Size Linear Feet 1/4'' X 1/4" 24.8 1/4" X 3/8" 16.5 1/4"x1/2" 12.4 1/2" )t 318'1 8.7 1/2" X 1/2'" 6.2 3/4" X 1/2" 4.1 C2006 ~ol CC!f'j)Of11\klQ 0800 7023:>0 123.156789 Sep 17 08 03:04p MATERIAL SAFETY DATA SHEET 2300 Sealant Clear 1. PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: 2300 Sealant Clear p.5 Page 1 of 3 DlJte lssUI!Id: 09/07 /'l007 MSD5 No: 4019~1 Date Revlsecl~ 11/12:/21l07 RevisJOft No: 1 MANUFACTURER Geocel Corporation P.O. Box 398 24 HR. EMERGENCY TELEPHONE NUMBERS ChemTel • 800-255·3924 Elkhart IN 45515·0398 Product stewardship: 574-264·0545 2. HAZARDS IDENTIFICATION EMERGENCY OVERVIEW PHYSICAL APPEARANCE: Clear Paste IMMEDIATE CONCERNS: May cause significant eye and skin irritation. POTENTIAL HEALTH EFFECTS EVES~ May cause significant irritation to the eyes. SKIN: May cause significant irritation to the skin. INGESTION: Possible nausea and/or vomiting. JNHALAT.ION: May cause significant pulmonary irritation. SIGNS AND SYMPTOMS OF OVEREXPOSURE EYES: Irritation of the eye. SKIN: Irritation of the skin. INGESTION: Possible nausea and/or vomiting. INHALATION: Possible headache and/or dizziness. CHRONIC EFFECTS: Repeated or prolonged contact may cause chemical bums to the eyes. Frequent or prolonged overexposure may irritate or cause dermatitis. MEDICAL CONDITIONS AGGRAVATED: Pre-existing eye, skin and respiratoty disorders. ROUTES OF ENTRY: Inhalation, ingestion, absorption through the eyes and skin. COMMENTS: Use in well-ventilated area. 3. COMPOSITION /INFORMATION ON INGREDIENTS Chemical Name Aromatic Hydrocarbons 4. FIRST AID MEASURES CAS 054742•95·6 E:YES: Flush with large amounts of water, JifUng upper and lower lids occasionally. Seek medical attention. SKIN: Remove contaminated dothlng 1 induding shoes, and wash skin with plenty of soap and water. If Irritation ocwrs, seek medical advice. Wash contaminated clothing and shoes before reuse. INGESTION: Do not induce vomiting. Seek medical attention. INHALATION: Move individual to fresh air. If breathing is difficult, administer oxygen. Seek medical attentlon. Sep 17 08 03:04p p.6 5. FIRE FIGHTING MI!AStJRES FLASHPOINT AND METHOD: (l10°F) TAG CC FLAMMABLE UMrfS: 1 to 7 If" / EXTINGUISHING MEDIA: Dry chemical, foam, carbon dioxide (C02), sand. Page 2 of 3 EXPLOSION HAZARDS: Vapors are heavier than air and may travel along the ground or be moved by ventilation and be ignited by heat, pilot lights, other flames and ignition sources at locations near or distant from the point of release. FIRE FIGHTING EQUIPMENT: Standan:l protective fire fighting clothing and breathing apparatus. 6. ACCIDENTAL RELEASE MEAStJRES SMALLSPIU.: Wearing the personal protective equipment designated in Section 8, transfer material to appropriate container for disposal. LARGE SPILL: Wearing the personal protective equipment designated in Section 8, carefully contain the spill and transfer it to the appropriate container for disposal. Ventilate well whUe dean up is in process and until fumes dissipate. 7. HANDUNG AND STORAGE GENERAL PROCEDURES: Avoid storage at extremes of temperature. 8. EXPOSURE CONTROI.S I PERSONAL PROTECTION PERSONAL PROTECTIVE EQUIPMENT EYES AND FACE: Wear safety glasses with side shields or goggles when handling this material. SKIN: Chemical resistant protective gloves are recommended. RESPIRATORY: Not required wlth adequate ventilation. WORK HYGIENIC PRACTICES: Wash hands thoroughly after each use, especially before eating or smoking. Good personal hygiene practices should always be followed. 9. PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL STATE: Paste ODOR: Hydrocarbon odor APPEARANCE: Viscous liQUid VAPOR PRESSURE: -3 mmHg at 20'C VAPOR DENSI1Y: -4 (Air=l) II" BOIUNG POINT: Not Applicable MELTING POINT: Not Applicable FLASHPOINT AND METHOD: (llO'f) TAG CC I EVAPORATION RATE: < 25 (n·Sutyl Acetate=!) DENSITY: 7. 72 SPECIFIC GRAVITY: 0. 930 (water= 1) (VOC): < 350.000 g/1 10. STABIUTY AND REACTIVITY STABLE: Yes HAZARDOUS POLYMERIZATION: No Sep 17 08 03:04p INCOMPATIBLE MATERIALS: Strong Oxidizers :1.1. TOXICOLOGICAL INFORMATION EYE EFFECTS: Irritating to the eyes. SKIN EFFECTS: Irritating to the skin. :12. ECOLOGICAL INFORMATION ENVIRONMENTAL DATA: No environmental studies have been carried out on this product. 13. DISPOSAL CONSIDERATIONS p.7 Page 3 of 3 OISPOSAL METHOD: Chemical waste generators must determine whether a discarded chemical is dassified as a hazardous waste. us EPA guidelines for the classification d.etermlnat!on are listed in 40 CFR Part 251.3. Additionally, waste getlerators must consult state and local hazardous waste regulations to ensure complete and accurate classification. 14. TRANSPORT INFORMATION DOT (DEPARTMENT OF TRANSPORTATION) PROPER SHIPPING NAME: Combustible Liquid, N.o.s. (in accordance with 49CFR 173.LSO(f)(2) when transported domestically by ground) TECHNICAL NAME: Combustible Liquid, N .0.5. PRIMARY HA2ARD CLASS/DIVISION: No classification UN/NA NUMBER: None PACKING GROUP: None OTHER SHIPPING INFORMAnON: Generators must consult DOT laws and reg~ lations to ensure the product is being transported appropriately. 1S. REGULATORY INFORMATION UNITED STATES 5ARA TITLE III (SUPERFUND AMENDMENTS ANO REAUTHORIZATION ACT) 311/312 HA2ARO CATEGORIES: This product poses the following physical and health hazaro(s) as defined In 40 CFR Part 370 and is subJect to the requirements of sections 311 and 312 ofTitte III of the Superfund Amendments and Reauthorization Act of 1986: FIRE: Yes PRESSURE GENERATING: No REACTIVITY: NO ACUTE: Yes CHRONIC: No 313 REPORTABLE INGREDIENTS: This product does not contain toxic chemicals subject to the requirements of Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 and 40 CFR Part 372. CAUFORNIA PROP05niON 65: This product does not contain any chemicals on california's Proposition &5 Ust. 16. OTHER INFORMATION APPROVEO BY: Technical Staff PREPARED BY: Technical Staff REVISION SUMMARY: Revision#: 1 This MSDS replaces the September 07, 2007 MSDS. Any changes in information are as fo1Jows: In Section 14 DOT Proper Shipping Name DOT Technical Name DOT Primary Hazard Class/Division DOT UN/NA Number DOT Packing Group TCAODINFO Not Found NFPA STORAGE CLASSIFICATION: Health 1, Flammability 2, Physical Hazard 0 HMIS RAUNGS NOTES: Health 1, Flammability 2, Physical Hazard 0, PPE B COMMENTS: Use this product in a well-ventilated area. Sep 17 08 03:05p MATERIAL SAFETY DATA SHEET 2300 Sealant Clear 1. PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: 2300 Sealant Clear p.8 Page 1 of 3 Datelsaiued: B9/07/2D07 NSDS No: 401998.,.1 Date Rcwl&ed: 11/12/2007 ~\ll5ion No; t MANUFACTURER Geocel Corporation P.O. Box 396 24 HR. EMERGENCY TELEPHONE NUMBERS ChemTel-800-255-3924 Elkhart IN 46515-0398 Product Stewardship: 574-264·0545 2. HAZARDS IDENiiFICATION EMERGENCY OVERVIEW PHYSICAL APPEARANCE: Clear Paste IMMEDIATE CONCERNS: May cause significant eye and skin inil:ation. POTENTIAL HEALTH EFFECTS EYES: May cause significant irritation to the eyes. SKIN: May cause significant irritation to the skin. INGESTION: Possible nausea and/or vomiting. INHALAnON: May cause signifteant pulmonary irritation. SIGNS AND SYMPTOMS OF OVEREXPOSURE EYES: Irritation of the eye. SKIN; Irritation of the skin. INGESTION: Possible nausea and/or vomiting. INHALATION! Possible headache and/or dizziness. CHRONIC EFFECTS: Repeated or prolonged contact may cause chemical burns to the eyes. Frequent or prolonged overexposure may irritate or cause dertl'latitis. MEDICAL CONDmONS AGGRAVATED: Pre-existing eye, skin and respiratory disorders. ROUTES OF ENTRY:: Inhalation, ingestion, absorption through the eyes and skin. COMMENTS: Use in welt-ventilated area. 3, COMPOSmON / INFORMATION ON INGREDIENTS Chemical Name Aromatlc Hydrocarbons 4. FIRST AID MEASURES CAS 064742·95-6 EYfS: Flush with large amounts of water, lifting upper and lower lids occasionally. Seek medical attention. SKIN: Remove contaminated clothing, including shoes, and wash skin with plenty of soap and water. If irritation occurs, seek medical advice. Wash contaminated clothing and shoes before reuse. INGESTION: Do not induce vomiting:. 5eek medical attention. INHALATION: Move 1rn:hviduaJ to fresh air. If breathing is difficult, administer oxygen. Seek medical attention. Sep 17 08 03:05p p.9 5. FIRE FIGHTING MEASURES FLASHPOINT AND MeTHOD: (1l0°F) T4G CC FLAMMABLE LIMITS: 1 to 7 EXTINGUISHING MEDIA: Dry chemical, foam, carbon diOxide (C02), sand. Page 2 of 3 EXPLOSION HAZARDS: Vapors are heavier than air and may travel along the ground or be moved by ventilation and be ignited by heat, pilot lights. other flames and ignition sources at locations near or distant from the point of re'ease. FIRE FIGHTING EQUIPMENT: Standard protective f:re fighting clothing and breathing apparatus. 6. ACCIDENTAL RELEASE MEASURES SMALL SPILl: Wearing the pers-onal protective equipment designated in Section 8, transfer material to appropriate container for disposal. LARGE SPILL: Wearing the personal protective equipment designated in Section 8, carefully contain the spill and transfer it to the appropriate container for disposal. Ventilate well white cleanup is in process and unti I fumes dissipate. 7. HANDLING AND STORAGE GENERAL PROCEDURES: Avoid storage at extremes of temperature. 8. EXPOSURE CONTROLS / PERSONAL PROTECTION PERSONAL PROTECTIVE EQUIPMENT EYES AND FACE: Wear safety glasses with side shields or goggles when handling this material. SKIN; Chemica! resistant protective gloves are recommended. RESPIRATORY: Not required with adequate ventilation. WORK HYGIENIC PRACTICES: Wash hands thoroughly after each use, especially before eating or smoking. Good personal hygiene practices should always be followed. 9. PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL STATE: Paste ODOR: Hydrocarbon odor APPEARANCe: Viscous liquid VAPOR PRESSURE: -3 mmHg at 20'C VAPOR DENSITY: -4 (Air= 1) BOILING POINT: Not 1\pplicable MELTING POINT: Not Applicable FLASHPOINT AND METHOD: (llO'F) TAG CC EVAPORATION RATE: < 25 (n-Butyl Acetate=l) DENSITY: 7.72 SPECIFIC GRAVITY: 0.930 (water=l} (VOC): < 350.000 g/1 10. STABILITY AND REACTIVITY STABLE: Yes HAZARDOUS POLYMERIZATION: No Sep 17 08 03:06p INCOMPATIBLE MATERIALS: Strong Oxidizers 11. TOXICOLOGICAL INFORMATION EYE EFFECTS: Irritating to the eyes. SKIN EFFECTS: Irritating to tr.e skin. 12. ECOLOGICAL INFORMATION ENVIRONMENTAL DATA: No environmental studies have been carried out on this product. 13. DISPOSAL CONSIDERATIONS p.10 Page 3 of 3 DISPOSAL METHOD: Chemical waste generators must determine whether a discarded chemical is classified as a hazardous waste. us EPA guidelines for the classification determination are listed in 40 CFR Part 261.3. Additionally, waste generators must consult state and local hazardous waste regulations to ensure complete and accurate dassification. 14. TRANSPORT INFORMATION DOT (DEPARTMENT OF TRANSPORTATION) PROPER SIIIPPING NAME: Combustible LIQUid, N.O.S. {In accordance with 49CFR 173.150(1)(2) when transported domesticarly by ground) TECHNICAL NAME: Combustible Uquid, N.O.S. PRIMARY HAZARD CLASS/DIVISION: No classification UN/NA NUMBER: None PACKING GROUP: None OTHER SHIPPING INFORMATION: Generators must consult OCT laws and regulations to ensure the product !s being transported appropriately. 15. REGULATORY INFORMATION UNITED STATES SARA TITLE IJI (SUPERFUND AMENDMENTS AND REAUTIIORIZATION ACT) 311/312 HAZARD CATEGORIES: This product poses the following physical and health hazard(s) as defined In 40 CFR ?art 370 and is subject to the requirements of sections 311 and 312 of Title Ill of the Superfund Amendments and Reauthorization Act of 1986: FIRE: Yes PRESSURE GENERATING: No REACTIVITY: No ACUTE: Yes CHRONIC: No 313 REPORTABLE INGREDIENTS: This product does not contain toxic chemicals subject to the requirements of Section 313 of Title Ill of the Superfund Amendments and Reauthorization Act of 1986 and 40 CFR Part 372. CALIFORNIA PROPOSITION 65: Thls product does not contain any chemicals on CaHfomia's Proposition 65 List. 16. OTHER INFORMATION APPROVED BY: Technical Staff PREPARED BY: TechniClll Staff REVISION SUMMARY: Revision#: 1 This MSDS replaces the September 07,2007 ~tSDS. Any chan9es in information are as follows; In Section 14 DOT Proper Shipping Name DOT Technical Name DOT Primary Hazard Class/Division DOT UN/NA Number DOT Packing Group TCADDINFO Not Found NFPA STORAGE CLASSIFICATION: Health l, Flammability 2, Physical Hazard 0 HMJS RATINGS NOTES: Health 1, Flammability 2, PhysiClll Hazard 0, PPE B COMMENTS: Use this product in a wen-ventilated area. Sep 17 08 02:26p (:!;l;)!fi!: Coatings & Waterproofing CCW PROTECTION BOARD-H DESCRIPTION CCW Protection Board-His a heavy duty asphalt impregnated organic mat with a tine mineral applied to the surface to prevent sticking in the roiL CCW Protection Soard-H is very tough and provides positive protection to the waterproofing membrane during installation of other work. TYPICAL USE CCW Protection Board-H :s used as a protection course on honzonta! surfaces to protec: the waterproofing membrane from da'!lage by foot traffic and physical abuse from other trades. Typical uses include plaza decks, roof terrace decks, parking decks anc any other horizonta: surface to which waterproofing membrane has been applied. INSTALLATION Install as soon as possible after flood test has been completed. Butt tightly wi1h no gaps greater than 118". When used in conjunc1ion with CCW~500R Hot ~ubber Waterproofing System, CCW Protection Board-H shall oe instaiied while the CCW-500 suriace is tacky. PACKAGING CCW P~otection Board-His 36" wide.lt is supplied iri rolls of 33.3' long (1 00 f't2}. The weight of each roll is approximately 77 ,f-4 lbs. Thickness is 1/B'' (+/-.03"). STORAGE Store so as to prevem: dall"age to the roiL Avoid prolonged exposure to direct sunlight. Pro:ect from extreme environmental condillons. Store away from open flames or we!dit.g areas. ccw Protection Boards CCW PROTECTION BOARD· V DESCRIPTION CCW Prolection Board-Vis a lightweight, high density, rigid. extruded po!ystyrene foa.-n designed to provide protection tor waterproofmg menbranes on vertical walls. CCW Protectiort Board~V is not affected by moisture or most soil chemicals, Therefore, the protection course remains ir, place to provide long term protection to tne-waterproofing memb1ane. TYPICAL USE CC\N Protection Soard-V is used to protect waterproofing membranes that have been applied to ver:ical, below grade foundation wal!s. The CCW Pro:ection BoarC·V protects the membrane from damage or aggregate shock during backfilling operations. CCWProtectlon Board-Vis also su:tab!eforuse in p:antars as a vertical protection course tor the waterproofing membrane. INSTALLATION May be temporarily secured in place w;th SecurTape or CCW-702 Primer (only applied to the polyethylene face of the CCW !V.iraDRI 860/861 Sheet Merr.brane). Ba:::ktu immediately. PACKAGING CCW ?rotection BoardN is packaged ir> fanfolded bundles of 4' X 50' (200 ft2). The protection board is 1/4" thick. The weight of the material is approximately 8 !bs. per 200 ft~ bundle. STORAGE Store sc as to prevent damage to the bundle. Avoid prolongeo expcsure to direct sunlight. Protect I rom extre!Yle environmental concitions. Store away from open flames or welding areas. Sep 17 08 02:26p c;.cw PROTECTION BOARD-HS DESCRIPTION CCW Protection Board·HS is a heavy duty modified bitumen protection board consisting of a medium weight 1iber glass mat with a high quality SSS (Styrene-Butadiene-Styrene} ruober and aspha!: blend. This e!astomeric asphaltic blend lends elasticity and flexibility to the sheet. The inorganic fiber glass rein:'orcing provides high tensile strength. dlmensio!ial stability and tear resistance. CCW ProtectJOf'l Board-rtS is deSigned to be installed as a protection course ;n the CCW-500R System. TYPICAL USE CCW Protec1ion Board-HS is used as a protection cou:'Se on horizontal surtaces to protect the CCW-500R Membrane System from damage by foot traffic and phys;cal abuse from other rrades. Typical uses include p,'aza decks, inverted roofing sys~ems, parking deci<s with asphalt overlayments and other horizontal surfaces to which waterproofing membranes ha•Je been applied. INSTALLATION =:mbed in hot, liquid CC'/V~5QQ and OVer lap 2 ~ 3 InChes. Seal al! laps with CCW · 500. PACKAGING CCW Protection Board·HS is 39-3/8" wfde. !t is supplied in rolls o' 49' 2" long (150 ft'-). The weight of each roll is approximately 90 lbs. STORAGE Store so as to prevent damage to the bur,dle. Avoid profonged exposure to direct sunlight. Pro1ec1 from extreme environmental conditions. Store awaY from open tiames or welding areas. TECHNICAL DATA PROPERTY RESULTS Thickness 90 milS Tensile Streng1h Tensile Strength Machine Direction 90 lbs F/1n widtr, (15.8 kNim) Cross \!lachine D:re-ction 70 lbs F/ in width (12.3 kN/m} Tensile Tear Machine Direction 1 00 !bs F/ in width {17 .5 kNirn) Cross Machine Direction 90 lbs F/ in width (15.8 kNim) Dimensionai Stability 0.2016 cr.ange p.2 LIMITED WARRANTY Carlisle Coatings & Waterproofing incorpora:ed (Carlisle) warrants this product to be free of defects in workmanship and materials only at the time of shipment from our factory. If any Carlisle materials prove to contain manufacturing defects that substantially effect their performance, Carlisle will, at i1s option, replace the materials or refund its purchase price. This limited warranty is the only warranty extended by Carlisle with respect to its materials. There are .10 other warrantieS, including the implied warranties of fi\.erchantability and litness ior a particular purpose. Carlisle specifically disclaims liability tor any incidental, consequential, or other damages. ir1cluding but not limited to, loss of profits or damages to a structure or its contents. arising undet any tr.eory of law whatsoevef. The dollar value of Carlisle's liability and b•.Jyer's remedy under this limited warranty sha/! not exceed the purchase price of the Carfisle material in question. 900Horuloy L"oo•WyhoTX75091l BhUtd!: .. i\. 800-527-7092 • www.ca.-!Jsle<cw.com COa!<l'lgs&WAhl:p•oc.fing LtJ" Sep 17 08 J2:29p ro t'l!f vsf!&/c f t-1 S(0'11( P flJ, p.9 Bt;l!td!= Coatings & Waterproofing DESCRIPTION The CCW-500R System utilizes CCW-500 Hot-Applied Liquid Membrane: a single~component, rubberized asphalt compound that forms a tough, flexible. thick waterproofing membrane. CCW-500 adheres tenaciously to VIrtually any sound surface. vertical or horizontal, to ensure water wilt not migrate beneath the membrane in the event of physical damage. The fast setup time speeds the completion of the watel'j)foofing. CCW-500 Hot-Applied Liquid Membrane is applied in a thick, monolithic coating utilizing CCW Reinforcing Fabric, which allows for a wide variety of substrate conditions. TYPICAL USES CCW-500R is used for wate!proofong spltt-slab construction prOJectS and is especially suited as the waterproofing membrane on roof decks using the lnvened roof system. LIMITATIONS Do not use on exposed or weaiing 5urfaces. Not recommended over lightweight insulated concrete. If metal pan is used for concrete form the metal pan must be vented. Consult with Carlisle's representative before using CCW-500R on any ~pe ltghtweight concrete, concrete with curing compounds or additives or decks that have existing waterproofing materials Do not apply below QPF or to damp, frosty or contaminated surfaces. PACKAGING CCW-500 is packaged in 45-lb blocks. one block per carte>n, 64 cartons per pallet Each block IS sealed in a polyethylene bag inside the carton. The block, including the bag. is placed in the kettle. leav·,ng only disposal of the carton. The CCW Reinforcing Fabric is packaged in a rolls of: ss-x 61 o· (3000 M w<>ight approx. 30 lbs 36" X 667' (2000 ft1 weight approx. 2 4 lbs APPLICABLE STANDARDS 1. us Patent # 5.979,133 z. Canadmn Specification CGSB-37.50-M89 3. UL 790 Class A 4. City of New York MEA#63-96-M 5. Miami-Dade COVERAGE The following IS a guide to estimate the amount of materials required for various membrane thicknesses. 215 mfls applied 1.231bslft' ~ 180 mils applied 1.03 lbslft' • 90 mils applied .51 lbs/ft2 "" 7.46 ft'lgal 8.91 ft'lgal 17.83 tt'tgal CCW-500R Reinforced Hot-Applied Liquid Membrane System TECHNICAL DATA PROPERTY METHOD TYPICAL VALUE SoKds Content ASTM 01353 100o/o Flow ASTM 05329 !lP 140'F. 0 mm Penetration ASTM 05329 @ 77'F=43 {1110th mm) @ 122'F=159./" Flash Point ASTM 092 579'F ¥ Water Vapor ASTM E96{E) 0.02 perms Permeance Toughness CGSB-37.50-M89 37.6J Ratlo of CGS!3-37 .50-M89 0.117 toughness to peak load Adhesion CGSB-37.50-M89 Pass Viscosity CGS!3-37 .50-MS9 8 seconds WaU!!f CGSB-37 .50-M89 96 hrs=0.16g Absorption max. 0.35g jgami Pinholing CGSB-37 .50-M89 No vis1ble pinholes Low tempera~ CGSB-37.50-MB9 Pass ture flexibility Low CGSB-37.50-M89 Pass temperature crack bridging Heat stabil~y CGS!3-37 .50-MBS No change in viscosity, penetration, flow or !ow temp fiexibility afteJ aging Resiliency ASTM 03405 52% Resistance to No effect mild acids Minim urn -O'F ambient temperature for appiicauon Acid ASTM 0896 P<1~s.cd !10% N11.11~ l.c;id arxJ 50% SoVuri~;. Ac•d Resistance ~·Jo b-stcrmg. rtctcncrat<on. :k:lann~:ion and :c-crnur<...if1cation Sodium ASTM D896 Pas$CCIZO% SOdum ChlQn~c Chloride w/o l.ll~:;.~clir:g. dt:1eri::.-Mion. Resistance oolamin~uon and I'C•t'fTIUlsll"IC<IIiort · Fertilizer ASTM 0896 P;;:oscd 30110/1 o r cnitzzr W/1:1 Us!cnng. ctmcr;or<:l~Dn Resistance dcklm!I'IOliori nnd ~·n-aubl"rcali<x; Sep 17 08 02:30p WARNINGS AND HAZARDS Use with adequate ventilation. Workers must use proper protection to prevent burns. Refer to the MSDS for important warnings and product information. INSTALLATION Surface Preparation: New concrete shall be water cured, with a light. hair broom finish, and in place for 14 days minimum, 21 days preferred. Surface shall be structurally sound. dry. and free of dust. dirt, frost. laitance. non-approved curing agent or other contamination that may affect adhesion of the membrane. Remove splatters, fins, ridges or other prQjections to provide a level surface. Fill holes, honeycombs, rock pockets. spalls or other voids and indentations with approved concrete patching compound. Grind or fill surface at cold joints where each pour is at a different plane to provide a smooth and level surface. Detail work: Mix CCW-201 Sealant and apply per Carlisle standard details. Allow the sealant to cure overnight Detail expansion joints and £~rains per manufacturer's recommendation. Apply a thin, even coat of CCW-550 Primer. 6" wtde. centered over all non-moving cracks less than 1/16" wide and cold joints. Apply prtmer at a rate of 400 · 600 ~' per gallon. Allow primer to dry. Apply a 125 mif thickness coat of CCW-500 Hot-Applied L:quid Membrane over the primed crack or cold joint. Apply a thin. even coat of CCW-550 Primer. 16" wide. centered over all cracks greater than 1/16~ wide, aU moving cracks and all previously sealed expansion joints. Allow primer to dry. Apply 90 mils of CCW-500 membrane to cover primed areas. Install a 12"-wide strip of CCW-711W Sheet Membrane Flashing, centerec over the cracks and expansion joints. App!icauon: Blocks of CCW-500 shall be melted in a twin wall kettle with continuous agitation. Caution: Do not exceed maximum safe operating temperature or 4000F. Apply a thin. even coat til CCW-550 Primer to the entire surface to receive waterproofing. At the juncture of an vertical sections with the deck surface, such as parapet walls. columns and all projections through the deck. apply a thin, even coat of CCW-550 Primer to the vertical section to the height indicated on the drawings (8" minimum recommended). Apply primer at a rate of 400~600 ft2fgaUon. Allow the primer to dry. Note: Membrane volill r.ot properly adhere to wet primer. Apply CCW·500 Hot-Applied Membrane to the primed vertical and horizontal surfaces, includir.g over all previously detailed areas, in 1:J two-layer application, at a .'"ate of 21 ft'lgallon [75 mils} for 150 mil systems ano 18 ft 2/gallon (90 mils) for the 180-mil systems. For the 215~mil system. two coats shou:ld p.10 be applied. Wlth the first coat applied at ; 8 Wlgallon (90 mi!s) and the second coat applied at 13 fl'/gallcn (125 mils). lnsta" CCW-711W mil sheet membrane or uncured neoprene flashing into the first course of CCW-500 to cover the vertical section and extend fiashing 6" onto deck surface. Apply CCW Reinforc:ng fabric while membrane is warm and tacky. Appl~ second coat of CCW-500 Hot-Applied Membrane at the rate required to obtain the specified total syst-em thickness. Termination of flashing: Terminate flashing on waR per Carlisle 500·9 details. Apply CCW-500R over all horizontal Hashing sections during membrane instaUaticn. Install Sure-Seal''' EPDM fiashing in exposed areas per Carlisle recommendations. Note: When CCW-500 Hot-Applied Liquid Memnrane is installed on the f:ange of a two stage drain, use cere not to fill the weephc!es. Flood Test: {Optional and at the direction of structural engineer) Plug drains and provide necessary barriers to contain flood water. Flood deck with 2" head of water and check for leaks after 24 hours. Protection Course: The membrane must oe protecled from damage. Install CCW MiraDRAtN"'. or CCW Protection Board immediately following flood test. Install Root~Barrier prior to the protection course to provide easy future access to the membrane. REPAIRS In the event the CCW-500 Hot-Applied Uqu1d Memt>rane IS damaged, clean the area \IIIith a cloth wet with mineral spirits and apply CCW-500 Hot-Applied Liquid Membrane to the damaged area. LIMITED WARRANTY Carlisle Coatings & Waterproofmg Incorporated (Carlisle} warrants this product to be free of defects in workmanship and materials onty at the time of shipment from our factory. If any Carlisle materials prove to contain manufacturing defects that substantiaUy affect their performance, cartisle will. at its option, replace the materials or refund its pure hase price. This limited warranty is theon!y warranty extended by Garliste with respect to its materials. There are no other warranties. including the implied warranties o1 merchantability and fitness for a particular purpose. Carlisle specifically disclaims liability for any 1ncidental. consequential. or other damages, including but not limited to. toss of profits or damages to a structure or its contents. arising t.Jnder any theory of law whatsoever. The dollar value of Carlisle's liability and buyer's remedy under this limited warranty shall not exceed the purchase pnce of the carlisle material in question. 900 Hcn>IC, l>Oc . W,Uc TX 75000 e I ;)I! H' : ,. 800·527·7092 • www.carlisle-ccw.corn Coali~g$&:Wate~W\S Sep 17 08 02:31p MATERIAL SAFETY DATA SHEET CCW-500 Supen:edes 10/94, Page I of 5 MATERIAL SAFETY DATA SHEET l. PRODUCT AND COMPANY IDENTIFICATION Product Name: CCW-500 Synonyms: Rubberized asphalt Manufacturer/Supplier Carlisle Coatings & Waterproofing Jncor:porated 900 Hensley Lane Wylie, TX 75098 Internet Address: www.Carlisle-CCW.com Fax Number: (972) 442-0076 Phone Numbers Medical Emergency: CHEMTREC(USA): (800) 424-9300 CHEMTREC(Intematioual):: MSDS Assistance: (972) 442-6545 Fax On Demand: NA 2. COMPONENT INFORMATION Component CAS No. Percent Range Hazardous in Blend Petroleum Asphalt 8052-42-4 60-80 Rubber-Copolymer 9003·55·8 5·20 CaC0>13!7-65-3 10-32 Hydrotreated Heavy Naphthenic Distillate 64742-52-4 <20 This product is llazardous according OSHA 29 CFR 1911).}200. Hazards: Flammable/Cornbustible X A<:ote Toxin X Chronic Toxin X Carcioogen X Pressure No Reactive No Exposure Limit Target Organ Other 3. HAZARDS IDENTIFICATION Emergency and Hazards Overview: Repeated skin contact with rubberized asphalt may result in slight irritation. Prolonged skin contact with process oil in the rubberized asphalt may cause an increased risk of skin cancer~ liver damage and reproduction effects based on 1aborat01)' animals tests. Skin cleansing studies with aromatic oils show that the toxic effects are not lil<ely tO occur to humans if good personal hygiene practices are wed. May be harmful if swallowed. Read aod understand all health aod safety information on the product label and :Material Safety Dam Sheet before use. Ratings Heallh 2 Flammability l Reactivity 0 Primary Route or El<posure: Skin X Inbalation X Eye X Ingestion X Heallh Effect Information Eye Contact: May cause eye irritation if wiped or rubbed into eyes. Skin Contact: May cause skin irritation on prolonged or repeated contact. CCW-500 Issued: 06130108 Supersedes: I 0194 Page lofS p.11 Sep 17 08 02:31p p.12 Jnlmlation: Jnhaltation is unlikely due to the nature of this product Ingestion: There are no known health effects due to ingestion. Ingestion is unlikely due to the nature of this product. CCW -500 Issued: 6/30/08. Supercedes: 10/94 Page 2 of 5 Medical Conditions Aggravated by EX(ID8ure: Prolonged contact with oil residues in this product may produce effects including skin cancer. 4. FIRST AID INFORMATION Eye Contact: flush with water fur 15 minutes. Get medical attention immediately. Skin Contact:. Wipe off and wash skin with soap and water. Promptly remove contantinated clothing and wash before reuse. See a physician if irritation develops. Inhalation: Inhalation is uo.likely due to the normal transp<:~rting and handling of this product. However. dwing the application when this material is heated, some fume is emitted. Wear appropriate masks to avoid breathing fume, Ingestion:. Due to the nature of this product ingestion is unlikely. Consult a physician immediately. Notes to Physician: Thls product contains asphalt. aromatic oil and talc. 5. FIRE AND EXPLOSION INFORMATION Flammable Properties Flash Point: >450?F Test Method: COC Flame extensloo: NA Test Method: NA Flammable Limits in Air Upper Percent: NA Lower Portent: NA Aut.oigoitioo Temperature: NA Test Method: NA NFPA Classification: H 2 F 1 R 0 Extinguishing Media: CO:!, chemical foam, dry chemical powder or water fog. Fire FigJIIing Measures Spec:ial Fu:e Fighting Procednres aad EqoipDUml: Wear NJOSHIMSHA approved respirators, or self-contained breathing apparahls(SCBA). Unusual Fire aod Explosion Conditions: None known. Hazardous Combustion By-Products: CO, C02, unburned hydrocarbons. dust particles. 6. ACCIDENTAL RELEASE MEASURES Personnd Safeguards: Wlten the product is in the molten form avoid contact with bare skin. Evacuate non-essential personnel to safe areas. Clean-up responders should wear proper proteCtive clothing and gloves before entering the affected area. Regulatory Notifications: Certain component of this product is defined as hazardous according to U.S. EPA. Spill reporting requirements and reportable quantities vary by region. Consult all appUcable state and local regulations. For Canada, observe all precautions noted above. Containment and Clean up: Observe above precautions, thoroughly clean the area and remove materials for disposaL 7. HANDLING AND STORAGE INFORMATION Handling: Avoid prolonged oonract with skin. Use protective gloves impervious to oil .. Avoid rubbing eyes while handling. Storage: Store in cool ventilated space. If stored outside use covers. Empty Container Warnings Drums:NA Plastie: NA 8. EXPOSURE CONTROLS I PERSONAL PROTECTION INFORMATION Exposun: Limits and Guidelines Component CAS No. Exposure Limit CCW-500 Page 2 of 5 CCW-500 lssned: 06130108 Supersedes: 10/94 Page 2 of5 Sep 17 08 02:31 p Asphalt 8052-42-4 5 mg!IID TWA Hydrated Naphthenic Distillate 64742-52-5 5 mg/tm TWA, IOmg/1113 ACGIH STEL CaC03l3!7-65-3 2 mg/tl13ACGIHTLV Personal Protective Equipment Eye/Face Protection: Wear safety goggles during hot melt application. Skin Proteclion: Use protective insulation gloves during hot melt application, ReS]Iiratory Protection: Provide adequate ventilation to maintain vapors below PEurw A. If vapor levels are exceeded, use NIOSH approved respirator, hoth during and immediately after application. until vapor levels are below limits. Personal Hygiene: Avoid rubbing eyes during handling. Due to the nature of this product ingestion is unlikely. Use good personal hygiene practices to avoid incidental ingestion. Engineering Om trois I Workl"mctites Veotilatioa: If material is heated or otherwise made airlmrne. provide local exhaust or area ventilation to maintain concentration of vapors below 5 mg/1113 PELirW A. Other: Source of clean water should be available in the work area for flushing eyes and skin. Wash thoroughly with soap and water after use and before eating. 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance: Black rubberlad asphalt Vapor Preisore: NA Odor: Slight petroleum odOI" Physical slate: Pliable solid Vapor Density (air=l): NA pH: NA Percent Volatile by Volume: Negligible DOT Corrosivity: NA Volatile Organic Content: Negligible BoiliDg Point: NA Molecular Weight: NA Melting Point: 190 to 23!F Averagll Carbon Number: NA Specific Gravity: l.0-1.2 Viscosity ® 77 F: Solid Pour Point: >300'?F Solubility in Water: Negligible Octanol/ Water Coefficie11t: Log Kow = NA 10. STABILITY AND REACTIVITY INFORMATION Cbemi<al Stability: St1ble under normal condition. Conditions to A void: A void extreme heat, fire and temperature. IncompabDie Materials to Avoid: Avoid strong acids; strong oxidizers. 11. TOXICOLOGICAL Il\'FORMA TION (will only print available data) Primary Eye Irritation: Irritating Primary Skin Irritatiou: Mar be irritating Acute Dennal Toxicity: NA Subacute Dermal Toxicity: NA Dennal Sensiti7Ation: NA Inbalation Toxicity: NA Inbalation Sensitization: NA Oral Toxicity: Mineral oil mist. LDso(mouse): 22.000 mglkg Mulagellidty: NA Carcinogenicity: Prolonged >5mgfmJ oil :mlst exposure may result in a cancer risk. Due to the nature of £he product it is unlikely that the CaCOJ will be airborne. CCW-500 Page 3 of 5 Reproductive Toxicity: NA Teratogeaicity: NA t:mmunotoxicity: NA Neurotoxicity: NA Other:No other toxicological information available p.13 CCW-500 Issued: 06130/08 SupelSades; 10194 Page 3 ofS Sep 17 08 02:32p 12. ECOLOGICAL 1NFORMA TION Aquatic: Toxicity: Not known Terrestrial T<>xi<ity: Not known Chemical Fate and Transport: Not known No other ecological information available 13. DISPOSAL INFORMATION Regulatory Information: Consult all regulations (federal, state, provincial. local etc.) or a qualified waste disposal firm when characterizing wa.1e for disposal. Waste DiSJM)sal Methods: Dispose of in accordance with all applicable regulati~;;~ns. 14. TRANSPORTATION INFORMATION U.S. Deportment of Transportation (DOT) Highway I Rail (Bulk): Not classified Highway I Rail (Non-Bulk): Not classified Tbe DOT description is provided to assist in the proper shipping classification of Ibis product and may not be suitable for all shipping descriptions. International Information V esse!: IMDG Regulated: Not classified IMI>G Not Regulated Air: ICAO Regulated: Not classified ICAO Not Other: No other information available. 15. Regulatory lnfomnation Regulatory LN5 U.S. TSCA Inventory: All components of this material are on the US TSCA £nvent<>ry or exempt from listing on the TSCA Inventory. Sara Sei:tion 313: This product contains oo chemical listed in Sara. Title ill, Section 313 Chemicals: Chemical CAS Number Pereent in Product Regulatory LN5 Searcbed Health & Safety: NA Environmental: NA International: NA State: Fl., MA, MN, PA, Rl Natinnallnventories: NA SARA 3111312 categories A ODie: Yes Chronic: Yes Fire: No Pressnre: No Reactive: No Not Regulated: California Proposition~ lllformation: Warning! This product contains substances known to the stare of California to cause cancer. CCW·500Supercedes 10194 Page4of5 Canadian WHMIS Classilleation Class: Class B Division: 4 This product has been classified in accordance with hazard criteria of the Controlled Products Regulations (CPR). This MSDS contains all the information re<juired by the CPR. European Union Classification Hazard Symbol: Toxic Risk Phrases: R45 Safety Phrases: 838, S45, SS3 Other Regulations: No other information available. 16. OTHER 1NFORMATION CCW-500 Issued: 06130/08 Supersedes: 10/94 Page 4 of5 p.14 Sep 17 08 02:32p Health and Environmental Label Language All ingredients contained in this product are included on the US EPA Toxic Substances Control Act (TSCA) inventory (}f exempt from listing on the TSCA inventory. All ingredients contained in this product comply with the requirements of the Canadian Environmental Protection Act (CEPA) and are listed on the Domestic Substanoe List (DSL) or Non-Domestic Substance List (NDSL) MSDS Revisions Previous Version Date: 10194 Section Old Information: 16-part version New Information: 16-part version Prepared B,: Alvin Binkley Date: 06130108 Disclaimer of Warrant,: The information contained herein is based upon data and information available to us, and reflects our best professional judgement. This product may be formulated in part with components purchased from other companies. In many instances, especially when proprietary or trade secret materials are sued. Carlisle Coating and Wa!erproofing lnc. rely upon the hazard evaluation of snch components submitted by that product~s manufacturer or importer. No warranty of merchantability, fitness for any use, or any other wammty is expressed or implied regarding the accuracy of such data or information. The results to be obtained from the use thereof, or that any such use does not infringe any patent, since the infonnation contained herein may be applied under conditions of use beyond our contro) and with which we may be unfamiliar, we do not assume responsibility for the results of such application. 1bis information is furnished upon the condition that the person receiving it shall make his own determination of the suitability of the material for his particular use. p.15 CCW-500 Issued: 06/30108 Supersedes: 10194 Page 5 of5 West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Date: 1-23-09 Inspection Report Project: Metal Storage/Warehouse Building Big R Commercial Park Address: 28485 Hwy 6&24 Rifle, CO Building Permit No.: 11132 General Contractor: Dancot Construction Inspection of shop fabrication or field work at job site: Field Report#l Page 1 of 1 Report: Visually inspected the high strength bolting at the main frame, end wall frame, and mezzanine frame column & rafter connections. Also randomly tested some of the high strength bolts for proper tightness at the main frame column & rafter connections. Verified that the rod & flange bracing was installed. The high strength bolting inspected as outlined above appeared to be in conformance with the plans for bolt size & grade, and the A325 high strength bolts appeared to be snug tightened as called out for on the Building Manufactures plans. To the best of my knowledge this completes the special inspection of the high strength bolting & steel frame details as outlined above. Inspector/Technician: Douglas E Young Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Page 1 of 1 Date Received: 27 -APR-09 Permit Number: 662426 Contractor/HomeOwner: A+ ELECTRIC INC. 28485 Hwy 6 & 24 Final Address: Type of Inspection: Action: Accepted Comments or Corrections: Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5085 Date: 27 -APR-09 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https://www.dora.state.co.us/pls/real/Ep _Web _Inspection_ GUI.Process _page 6/1112009 Parcel Detail Page 1 of4 Garfield County Assessor/Treasurer Parcel Detail Information As;,esso,[TreasurerJ'mpertySe<!rCh I Assesso.L.SJlbset Quel')l I Altsel§_Qr SaleJt.Search Clerk_& Recm:der Reception..Se::rr.ch l'arc.el.Detail I V alueJ)etail I .Sllleill.et<!il I Resi<lentiaVCQ!runerci<!Umprovemen.t De_tail Lat1d .Detail I J>hotogmph~ I MilLl&_yy__Re.venues D.eJail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 021 II R044521 II 217711103001 II 46.431 I Owner Name and Mailing Address IGEMAT,LLC !POBOX 8915 !ASPEN, CO 81612 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:11-6-93 SUB:BIG R !COMMERCIAL PARK LOT:1 PRE:R210912 jPRE:R210956 AND/THRU:A TO:R210957 IPRE:R005064 BK:0974 PG:0797 BK:0974 jPG:0795 BK:0946 PG:0324 BK:0946 IPG:0319 BK:0927 PG:0724 BK:0927 IPG:0718 BK:0878 PG:0964 jRECPT:739647 RECPT:739646 IRECPT:739645 RECPT:739644 IRECPT:739643 RECPT:738866 IRECPT:738865 RECPT:738864 IRECPT:736861 RECPT:736860 jRECPT:736859 RECPT:736858 IRECPT:736857 RECPT:736856 BK:1915 IPG:539 RECPT:721!84 BK:1915 PG:539 http://www.garcoact.com/assessor/Parcel.asp? AccountNumber=R044521 I I I I I I I I I I I I I I I I I I 7/28/2008 Parcel Detail Page 2 of 4 /RECPT:721184 BK:l915 PG:0539 I /RECPT:721184 BK:l678 PG:l35 I IRECPT:672098 BK:l650 PG:l40 RECPT:665773 BK:l650 PG:l39 /RECPT:665772 BK:l650 PG:llO I /RECPT:665764 BK:l594 PG:593 I /RECPT:653596 BK:ll52 PG:55 I /RECPT:552673 I Location I Physical Address: //28485 HIGHWAY 6 & 24 RIFLE I I Subdivision: IIBIG R COMMERCIAL PARK I I Land Acres: l/8.93 I I Land Sq Ft: 11388,991 I I Section II Towns hi~ II Range I I 11 II 6 II 93 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: jj 180,10011 52,2301 I Improvements: II 988,49011 286,6601 I Total: II 1, 168,59oll 338,8901 A_cldition~tLValue Detilll Most Recent Sale Sale Date: l/12/17/2007 Sale Price: 1/s, 722,000 Basic Building Characteristics Number of Residential 0 Buildings: Number of Commllnd 6 Buildings: http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R044521 7/28/2008 Parcel Detail I Commercial/Industrial Building Occurrence 1 Characteristics I I WAREHOUSE: 117,000 I I TOTAL HEATED AREA: I 0 I IISPEC.PURPOSE-ABSTRACT CODE: _IMPROVEMENTS I I ARCHITECTURAL STYLE: llsERV/CONTR I I EXTERIOR WALL: IIcoN BLOCK I ROOF COVER: IJBUILT-UP I ROOF STRUCTURE: IIPRESTR/CON I INTERIOR WALL: IJMINIMUM I FLOOR: IIcoN ON GRD I HEATING FUEL: IlGAS I HEATING TYPE: IIUNIT HEATR I I STORIES: IJsTORIES 1.0 I I BATHS: II I ROOMS: I 2 I UNITS: II I BEDROOMS: I 0 I YEAR BUILT: 111975 , I Tax Information No Tax Records Found Iop ofPag~ A.fi~e~"~o_r_DatablliieS~ean;h OpJion~ I Irea~JJLeLDataba;,:eBearch_Options Clerk &_E,e~PrderD_ataJ:m;,:~_SearchQpJi®E Page 3 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. http://www.garcoact.com/assessor/Parcel.asp? AccountNumber=R044521 7/28.(2008