The URL can be used to link to this page

Home My WebLink AboutApplication - PermitGarfield County No. I \.Cr-v;a Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 105 Marand rd, GWS Locality: Van Rand Park, Lot 5/2393·063·01·005 Use of Building: pain booth Owner: Mansfield, Linda & Michael, Rocky Mountain Wood (lease) Contractor: Application & Coating Amount of Permit: $962.20 Date: Clerk: _ _,j.c..::[Q"+~-"-"-l 0-'--1 __ 1 Job Address: 1-· --·----·-NOTICE A SEI'A I<ATE F-LECTRI CAL ISSUED BY TI-l E STATE OF PERM IT IS REQUIRED AND MUST BE ·COl-ORADO. LL AND VOID I F WORK OR CONSTRUCTION THIS PERM IT BECOMES NU AUTHO RIZED I S NOT CO M C ONSTRUCTION OR WORI PERIOD OF 180 DAYS AT A MENCED WITHLN 180 DAYS, OR, I F' < I S SUSPENDED 0 1~ ABANDONED FOR A NY TIME AJ''TER WORK IS COMMENCED. I H AVE READ A ND EXAM I NED T HIS I li EI~I::BY CERTIFY THAT APPLICATION AND KNOW T PROVIS I ONS OF LAWS GO COMPLETED WITHIN WI-IE GRA NT I NG OF A PERMIT D TO VIOLATE OR CANCEL TH LOCAL LAW REGULA'n NG HE SAME TO B E TRUE AND CORRECT. ALL VERNING TH I S TYPE OF WORK WI LL BE ·TH ER SPEC IFIE D H ERE I N OR NOT . THE OES NOT PRESUME TO G IVE AUTHORllY E PROVISIONS OF ANY OTHER STATE OR CONSTRUCT I ON OR TH E PERFORMANCE OF CON/ft~fJON . (O hJ~l ... --- o Re move -P la n C he ~" Fee: Permit Fee: 3 110,~05 583 T o t a l Fee: Date d Pe rmit I ss u ed : % J_ .. '),tj ---OCC G rou p: ~-I Can st . Type: Zo nin g: Setbacks: --Ma nu . Home : ISDS No. & Fe e : SI GNATURI·: /r,6\~~ -~~~ lo ~~ M ~~~z1:__ y25---~-DATE - AGimEMI!:NT l PERM ISSION IS HI':I~F-BY GRANTED TO T I-lE AP PLICANT AS OWNER, CONTRACTOR AND/0 1~ THE AGENT OF THE CONTRA CTOR OR OW NER TO CONSTRUCT TH E STRUCTU RE AS D ETAILED ON PLANS AND SPEC IFI CATIO NS SU BM ITTI!:D TO AND REV IEWED BY THE 13Ui l-O ING DEPARTMENT. I N CONSIDI::RATION OF THE I SSSUANCE OF THIS PERMIT, TH E SI GN I!:R. H E REBY AGREES TO COM PLY WI Til ALL BU I LD I NG CO D ES AND LAN D USE I~EG UI.ATI ONS ADOPTED BY GARFIELD COUN1Y PURSUANT TO AUTH OR ITY GIVEN LN 30.28.2 0 I C I~S AS AM EN DED. TH E SI GN ER FURTI I EI< AG I~EI::S TH AT IF THI:: ABOVE SAID ORDINAN CES AI~E NOT FULl.\' COMPILED WITH IN THE LCOATION, ERECTION, CON STRU CTION , AND USE OF Til E ABOVE m :SCRI BED STIWCTURE, THE PERMIT MAY OE I~EVOI\E D BY NOTI CE FROM T HE COUN TY AND THAT THf::N AND THERE IT SHALl. 13ECOM I·: NULL AND VOID. TilE ISSUANCE OF A PERMT BASE D UPON PLANS, SPEC I FICATIONS AND OTH I:m Di\TA SHALL NOT PREVE NT Til E BU IWI N(; O FFI C I;\ I. FROM TI-IEREAFTE I~ I~EQU I R I NG T H E CORRECTI ON OF ERRORS I N SAID PLANS. SPEC IFICATIONS AND OTHER DATA 0 1 ~ FROM PR I::VI::NT ING BUILDING OPERATION OEINO CAR RI ED ON TH ERE UN D I~R WHEN I N VIOLATION OF THS COOl:: OR ANY OTHER ORDINANCE OR REGULATION O F T HI S JURI SD ICTIO N. THE RE VI E W OF SUBM ITTED PLANS AND SPEC !PI CATIONS AN D I NSPE CT I ONS CONDUCTED T H EREAFTE R DOES NOT CON~TI TUTE AN ACCEPTANCE O F ANY RESPON SI BILITIES OR I.IABLITIES BY GARFIELD COUN'IY FOR ERRORS, OMISSIONS OR DISCREPENC IES . TH E RESPONSI BI LITY FOR THESE ITEMS AND IMPLEMENTATI ON DURING CONSTRUCTION RE STS SPE CIFIC I/\LI .Y WITH THE ARTICTECT. DES I GNEI~. B UI LDI::I~. AND OWNI>R. COMMENTS ARE I NTENDED TO BE CONSERVATIVE AND I N SU PPORT OF TH E OWNERS LNTEREST. Pt()V\ v fee 1 JI ER~BY ACKNOWI.Rnn .. -.~·wA·r • UA\IG' o&"'"'"' _..."''"" ............................. -··-... •· n ••"'" ...... .._.._u .... a • u1 :,pc;~;uun 1rum me L.O IOraao :::,tate t.lectncallnspector; 2. Permanent ad dr ess ass igned by Gar fi e ld Co unty Building Dep artm ent posted whe re read il y visib le from access roa d; 3. A fini shed roof, a lockab le house, comp lete exteri or s iding , exteri or doors and windows in sta ll ed, a com pl ete kitchen with ca binet s, a sink wi th hot & cold runnin g water, non-ab so rbent kitchen fl oo r cove rin gs, co unt er tops and finis hed wa ll s, ready for stove and refri ge rato r, a ll necessary plumbin g; 4. A ll ba throo ms must be co mp le te, w ith washbow l, tub or s hower, toilet stod , hot and co ld runnin g wa te r, non-ab sorbe nt fl oors and wa ll s fini shed and a priv acy door; 5. Al l steps out side or in si de over three (3) steps must have handrail s, gua rd rai ls on balconi es o r deck s over 30" hi gh cons tru cted to a ll IB C and IRC requirements; 6. Outs ide gradi ng done to where water will deto ur away from th e building; 7. Excep ti ons to the outs ide steps, deck s and grad in g may be made upon the demon strati o n of ex ten uat in g circu mstances, i.e . weather, but a Cert ifi cate of Occupancy will not be iss ued unti I a ll th e required it ems are co mpl eted and a final inspectio n made ; 8. A final in spection sign off by th e Ga rfi e ld Co unt y Road & Bridge Depa rtm e nt fo r driv eway in s ta llati on, where app li cab le; as we ll as any final s ign offby th e Fire Di strict , and/o r State Agencie s whe re appl ica bl e . 9. If you wi ll be con nect in g to a public water and/or sewer sys tem, proofofthe tap fee s have been paid and the co nnecti ons in specte d by the service provider prior to iss uanc e of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UPTO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTILA CERTIFICATE OF OCCUPANCY (C.O.)IS ISSUED. OCCUPANC Y OR USEOFDWELUNG WITHOUT A C.O. WILL BE CON9:DERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOV E CONDITIONSARE MET. I unde rstand and ag ree to abi de by the above cond iti ons for occupa nc{j use a nd the issuance of a Ce rtificate of Occu pancy for th e dwe lli ng und er building permit# I 1'7>C Signa tu re Date B papp I icat iono c tober2006 V ALUATlUN/J.i .EE UETEKMlNATlUN -~ ·. ?t'l~ /v\~ Applicant 4_(, m b..-1,4)ou) ( e«-S~ Address /§.);: P1¢~ tZd. Date /0 < Z 3 -a ·J Finished (Livable Area): Main Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished t o Finished Pl an Check Fee fo r Conversion Valuation Garage: Valuation Crawl Space : Valuation Subdivision -VOIV !? ~/) ;;J,;//Z( Lot/Block ~ Contractor f+tJ/ j. c~vt. f-Cc ~ Decks/Patios: Covered Valuation t/Vo va.l ~~ l ~ /) ~~'L Valuation V\.,SL Co,vhz_tA--~ U~~(~ Open Total Valuation L{ L-f 0 0 d 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 imp01tant that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten {10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. • ·-··-···--· ... -... ~-~ .. vv • 1-''""• u vVII'-'1'-l'-I UU llll!:) aiiU IUUJIU(ILIUII ptan, t:teVaiiOnS all SlOeS 'vV Ith deck s, balcony steps, hand ra il s and guard rail s, w ind ows and doors, includin g th e fini sh grade and o riginal gra de lin e. A section show in g in det a il , fr om th e bottom of the fo ot in g to the to p of the roof, including re-b a r, ancho r bo lt s, pres sur e treated plates, fl oo r joi sts, wa ll studs and s pacing , in s ul at io n, shee tin g, ho use-rap , (wh ic h is required), siding o r any a pprov ed buildin g mate ri a l. Eng in ee red foundat ions may be requ ired. Check with the Buildin g Dep a1tm e nt. A wi nd ow sc hedul e. A do o r sc hedule. A flo or fr amin g pl an, a roofing framing pl an, roo f mu s t be des igned to with sta nd a 40 po und per squ a re foot u p to 7,000 feet in elevation, a 90 M.P.H . w ind speed, w ind expos ure B or C, and a 36 in c h fr os t depth . All shee ts need to be id entifi ed by number and ind exed. All of the above requireme nt s mu st be met or yo ur pla ns w ill be re turn ed. A ll plan s s ubmitted mu s t be in complian ce wit h the 2003 IB C, IP C , IMC and IFG C. Applicants a re required to indicate appropriately and to submit completed checklist at time of application for a permit: I . Is a s ite plan in c lud ed th at identi fi es th e loc at io n of th e pr o posed stru cture, addition s or other buildings, setback ea se ment s, and uti lity ease me nt s showing di stanc es to th e prop erty I in es from eac h corner of th e prop ose d stru c tur e pr epa red by a I ic ensed s ur veyor and has the surve yo rs s igna tur e an d profess ion a l sta mp o n th e dr awing? S lo pes of 30% or more on pro perti es mu st be show on s ite pl an. (NOTE: Section 106.2) An y sit e plan for th e pl acement of an y portion of a stru ct ure within 50 ft. of a property lin e and not w ithin a pr ev io us ly s urv eye d buildin g e nve lo pe o n a subdivi s ion fina l plat shall be prepa red by a li censed s urveyor and have the s urv eyo rs s ignature and professio na l sta mp o n th e draw in g. Any structure to be built with in a buildin g e nv elope of a lot show n on a reco rd ed s ubdivi s ion pl at, sha ll inclu de a co py of the buildin g enve lope as it is show n o n the tin a ! plpt with th e pro pose d structure located wit hin the env e lope. Yes V --- 2 . Doe s th e s it e plan whe n a pplic a bl e in c lu de th e loca ti o n of th e I.S.D .S. (Indi vidu a l Sewage Di sposa l Syste m) and di stances to the pro pert y l ines, well s (on s ubj ec t prope rt y and adjace nt propert ies), strea ms or wa ter comses? Thi s in for mati on mu st be ce rtifi ed by a li ce nsed s ur veyo r w ith th e ir s ignat ure and profes siona l st amp on th e de s ign. Yes No Not necessary for thi s proj ec t V 3. Does the s ite plan indi cate the loca t io n a nd directi on of the State, County or pri va te road access in g..t he prope rt y? Yes V 4. Is th e I.S.D .S . (In d iv idu a l Sewage Di spo sa l Sys te m) de s ig ned, stamp ed and signed by a Co lorado Re gis tered Eng in ee r? 2 5. 6. 7. 8. 9 . 10 . II . 12. 13. 14. 15. ..... ., __ _ •~v ~~u L u ~::~.:~::s sa r y wr m1 s proJect '-" Are the plans submitted for app li ca ti on rev iew construction drawings and not dr aw in gs that are sta mped or marke d id e ntify in g t he m as "N ot for co nstru ction, for permit iss uanc e onl y", "l).f>pr ova l dr aw in gs on ly", "Fo r pe rmi t iss uance o nl y" or s imilar la nguage? Yes V No __ Not necessary for thi s proje ct __ _ Do th e plan s in c lud e a found ati on plan in d icati ng the si ze, loca tion and s pacin g of all re info rc ing ste e l in acco rd ance w ith th e uni fo rm buildin g code or per stamp ed engin e er ed des ign? Yes No No t necessa ry for thi s pr oject ~ If th e building is a pre-en g in eere d stru ct ur e, is ther e a sta mp ed, signed engi nee red fo un dati on plan for thi s buildin g? Ye s__ No __ Not necessa ry for thi s project V Do th e pl ans indicate th e loc ati o n and s ize of ven til at ion o peni ngs for und er fl oo r cra w l s pa ces and the c lea rances requir ed between wood and ea rth ~ Yes__ No __ No t necessary for project_V_ Do th e plans indicate the s iz e and loca ti on of th e ve ntil atio n ope nin gs for th e attic, roof joist s pace s and so ffit s? Yes No Not neces sary for thi s project V Do th e pl ans in c lud e de sign loads as req uir ed und er the IB C or IR C for roof snow loads, (a minimum of 40 pou nd s pe r squ are foot in Garfie ld Co unt y)? Ye s No Not necessa ry for thi s project V Do th e pl a ns includ e de s ig n loa ds as requ ir ed for fl oo r loa ds u~~he IBC or IRC? Yes __ No__ Not necessa ry for thi s project __ Does th e plan incl ude a building section drawing indicating foundation, wall, floor, and roof constru ctio n? /"" Ye s No Not neces sa ry for thi s project_V_ Is th e w ind s pee d and exposure des ign in clu ded in th e plan ? / Ye s__ No__ No t necessary for thi s proj ect_v_ Does th e buildin g sec ti on drawing in c lu de s ize a nd spac in g of fl oo r joi sts, wa ll st ud s, cei ling j o ists, roo f rafter s or joists or tru sses? V' Ye s__ No __ No t necessa ry for thi s project __ Doe s the buildin g secti on drawin g or ot he r detail in c lud e th e meth od of pos itiv e co nn ec ti on of a ll col umn s and beams? V Yes__ No __ No t necessa ry for thi s project __ 3 16. Does th e e levati on pl a n indi ca te the he ight of the buildin g or proposed addition from th e undisturbe d g rade to th e midp o int betwee n th e rid ge and eave of a ga b le o r she d roof or the top of a fl at roof? (C he ck a ppli ca ble zo ne distri c t for building)te ight max imum ) Yes__ No__ Not necessa ry fo r thi s proj ec t_V_ 17 . Does th e pl a n in c lud e any stove or ze ro c leara nce fir e pl ace pl an ned fo r in sta ll at ion in c ludin g make and mode l a nd Co lo rado Ph ase II ce rtifi cati ons or Ph ase II EPA ce rt ifi ca ti on? ~ Yes__ No No t neces sary for thi s pr oj ect __ 18 . Does th e pl a n in clud e a maso nry fir e pl ace in c ludin g a fir e plac e se cti on indi ca tin g des ign to co mpl y w ith th e IB C or IR C? / Yes __ No __ No t necessa ry for thi s pr oj ec t_V_ 19. Does th e pl a n in c lud e a win dow sc hedul e or oth er ve rifi cation that egress/resc ue w in dows fr om s lee pin g roo ms a nd /or baseme nt s co mpl y w ith th e requi re ment s of the IB C or IR C? / Yes No No t nece ssary fo r th is pr oj ect_'-"""_ 20. Does the pl an in cl ud e a win dow sc hedul e or oth er ve rifi ca t io n that w ind ows prov id e nat ur al li ght and ve ntil ati on for a ll ha bit a bl e roo ms? V Yes __ No__ Not ne cessary fo r thi s pr oj ec t __ 2 1. Do th e plans indi ca te th e loca ti on of g laz ing s ubj ec t to human imp ac t s uc h as glass doo rs, glaz in g imm edi at ely adj ace nt to such doo rs; g laz in g adjace nt to any sur face nor ma ll y used as a wa lkin g s ur face; s lidin g g la ss doo rs; fi xe d g lass pane ls ; showe r doors and t ub e nc los ur es a nd spec ify safety g laz in g fo r th ese areas? Yes__ No__ No t necessa ry for thi s proj ect V 22 . Do th e pl ans in clud e a co mp lete des ign fo r a ll mec ha ni ca l sys te ms pl ann ed fo r in sta ll ati on in thi s buildin g? ~ Ye s No No t necessa ry fo r thi s pr oject __ _ 23. Have a ll areas in th e buildin g bee n acc ur ate ly identified fo r th e inten de d use? (Occ up a ncy as identifi ed in the IB C C hapt er 3) V Yes No No t necessary for thi s project __ _ 24 . Does th e plan indi cate t he qu ant it y, form , use and storage of a ny haza rd ous materia ls t ha t may be iyuse in thi s buildin g? Yes _V_ No__ No t necessa ry for thi s pr oj ect __ 25 . Is th e loca ti on of a ll natur a l a nd liquid pe tr oleum gas furn aces, bo il e rs a nd wat er hea te r s in dica.~n th e pl an? Yes No No t necessa ry fo r thi s proj ect __ 4 26. 27. 28. 29. 30. 3 1. 32. 33. 34. 35. Do the plans indi cate the locat ion and dimensi on of restroom facilities and if more than fou r emp loyees an d both sexes a re empl oye d, fac ili ties for bot h sexes? Yes__ No__ Not nece ssary fo r thi s project V Do the plans indicate th at restr oo ms and access to the building are hand ica pp ed access ibl e? Yes No Not necessa ry for thi s project v/ Have two (2) comp lete se t s of co nstructi on drawing s been sub mitt ed with the app lica ti)Ml ? Yes v No Have yo u designed or had thi s pl an des igned whil e consider in g building and oth er co nstrucy,on code requirements? Yes_V_ No__ Not necessa ry for thi s project __ Doe s the plan acc ur ately indicate what yo u in te nd to co nstruct and what will receiv e a fin al ins pection by the Garfie ld Co un ty Bui ldin g Department? Yes t/ No Do yo ur plans co mpl y with all zoni ng rul es and reg ulati o ns in the Cou nty related to your zo ne di strict? Fo r corner lots see s upplemental sec tion 5.05 .03 in the Garfie ld Co unt y Zonin gysoluti on fo r setbacks. Yes No --- Do yo u under stand that app rova l for des ig n and /or co nstruct ion changes a re req uir ed prior to ~ implementation of these c hanges? Ye s V No Do you und erstand that the Buildin g Department wi ll co lle ct a "Plan Rev iew" fee from yo u at the time of app li ca ti o n and that yo u wi ll be required to pay the "Pe rmit " fee as we ll as any "S e ptic System" or "Road Im pact" fees required , at the time yo u pick up yo ur b uil di ngyermit? Yes V No Are yo u aware that you are requi red to ca ll for a ll in spec ti ons requ ired under the IBC in cludin g a pprova l on a final in s pection prior to rece ivin g a Ce rtifi ca te o f Occupanc y a nd occy.pancy of th e building? Ye s v No Are yo u aware that the Permit Application mu st be signed by th e Ow ner or a wr itten a uth ori ty be g iven for an Agent and that the party respo ns ibl e for th e project mu st comp ly vflth the Uni fo rm Codes? Yes V . No 5 36. 37 . 38. 39. 40 . 4 1. 42 . 4 3. Are you aware th a t you mu st 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. a nd 3 :30p.m . Monday through Friday. Inspections are to be called in to 384-5003 . Are yo u awa re that req uest in g in s pection s on wo rk th at is not ready or not accessib le w ill res ul.Yfr1 a $5 0.00 re-in spect ion fee? Yes r/ No ---- Are yo u awa re that prior to is sua nce of a bu ild ing pe rmit you are req ui red to show pr oof of a driv eway access permit or o btain a sta temen t fr om the Gar field Co un ty Roa d & Br id ge Department stating one is not necessa ry? You ca n contact the Ro ad & Brid ge Dep artm e1J} at 625 -860 I . Ye s v No ----- Do yo u und erstand that yo u will be required to hir e a State of Co lorado Licensed Ele ctrician and Plumber to perfo rm in sta ll ati ons and hookup s? The li ce nse numb er w ill be require<}at t im e of in s pec t io n. Yes v/ No _____ __ Are yo u aware, that on th e front of the bui lding permit app li cat ion yo u will need to fill in the Parcel / Sc hed ul e Nu mbe r fo r th e lot yo u are applying for thi s permit on prior t o s ubmitt al ot:A he buil d ing permit app licati on? Your att en ti on in thi s is app rec iated. Yes V No ---- Do yo u know t hat th e loca l fir e di stj)et may requ ir e yo u to submit plan s fo r th e ir rev iew o f fir e safety issue s? Ye s v No (Pl ease check with th e building de partment about thi s requirem ent) Do yo u understand that if yo u are plannin g on doin g any excavat in g or grad in g to the pro perty prior to iss uance o f a bu ilding permit that yo u will be required to ob ta in a gradin g ~it? Yes ____ _ Did an Ar chit ect sea l th e plans for yo ur co mm erc ia l pr oject ? Stat e Law requires any co mm e rcial pr oject w it h occ up ancy of more tha n I 0 per so ns as per Section I 004 of th e IB C to prepare the p lans and spec ific ati ons for the project. V Ye s No Not Necessa ry for thi s pr oj ect ____ _ I hereby ac knowledge that I hav e re a d , understand, a nd a nswered th ese questions to the best of my ability. 6 :;:~~-~:·~D·--9~5:-~)~ cr1o-11?-!TCJ (evenings) Pr oj ect Na me: EQGY..-,' ('/{)J.t:::lrrtJ~ WOOD WOV?S Pr oj ect Add ress: I o5 M~)) No te : If yo u a nswered "No" on any ofthese questi ons yo u may be required to pr ov id e this information at th e requ est of the Buildin g Official prior to beg inning the plan revi ew process . Delays in iss uing the pe rmit are to be expected. Work may not pr oceed without th e iss uance of th e permit. *If you have an swered "Not ne cessa ry fo r thi s proj ec t" on any of th e questions and it is determined by th e Building Offic ia l th at th e in fo rma t io n is neces sa ry to review th e app li cat io n and plan s to de te rmin e minimum co mpliance with th e ado pt ed codes, pl ease ex pe ct th e followin g: A. T he app li cati on may be placed behind more recent applications for building permi ts in the revi ew process and not rev iewe d until requir ed infor mation ha s bee n provid ed and th e application rota tes again to fir st pos ition for rev iew. B. Delay in issua nce of the permit. C. Delay in pr oc eed in g w ith co nstru ct io n. *lfyou answe red "N o" to thi s que sti o n the ci rc um stances described in th e que st ion could res ult in a "S top Work Order" bein g iss ued or a "Certifi ca te of Occupancy" not bein g issued. Bpcomm October 2006 7 c Lftl., ~ ,. .1.£-n \.....ll~\.A.\.Ll~ 1 Applicant f2 0 c.-\ff f-/1+-t-J ~ Date. __ ~....,Oo<..----="2.::;.__.3..___-o-1+-- -:Ttvf-Vt.wL ~I Building ~Engineered Foundation ..JlJt.._Drivewa y Permit 11t Surveyed Site Plan ~Septic Permit and Setbacks a Gradeffopography 30% ~ttach Residential Plan Review List ~imum Application Questionnaire d_subdivi sion Plat No tes ---bL-Fire Department Review ~uation Determination/Fees __ Red Line Plans/Stamps/Sticker ~Attach Condition s __ Application Signed ~ /-o ;r,..,.. ft-../ V Plan Reviewer To Sign Application ~Parcel/Schedule No. ~ 40# Snowload Letter-Manf. Hms. ~ S oil s Report GENERAL NOTES: Planning/Zoning __ Property Line Setbac ks pography 40% __ Planning Issues __ Subdivision Plat Notes Attest: Rocky Mountain Woodworking, lnc. Mich;Jel L Mansfield Landlord 3-1-o=#- Lind<tiT ,_Mansfield Lnnd],~rd TO: Company: Garfield County Date : 2/11/08 Attention: Building Inspections Subject: Permit #10730 Phone: 970-945 -8212 From: Dick Suchomel Fax: 970-384-3470 Number of Pgs: 4 (including cover sht) COMMENTS: Hello, attached are the Fire and El ectrical permit finals as requested For thi s build ing permit. Please call me if you have any additional questions . Thank you, Dick If you do not receive all of the pages, please ca/13031307-8701 Division of Registrations Electrical and Plumbing Permits Online View Permit 636454 Requestor Site Inspections Inspected Date 011.14!2Pl!l! Status/Actions Company Name: FLATOPS ELECTRIC First Name: STEVEN Last Name: HISCOCK Address: 3720 CR 214 City: SILT Slate: co Zipoode: 81652 Phone: (970) 876-5520 Fax: 970-876-5520 Email Address: flatops@soprls.net Ucense Number: 3344 Property Type: PRIVATE Property Owner: ROCKY MOUNTIAN WOOD WORKS Job Site Address: 0105 MARANO ROAD City: GLENWOOD SPRINGS Stale: CO Zltxode: County: GARFIELD Power: HOLYCROSS-GLENWOOD SPRINGS Building Type: OTI-iER Construction Type: NEW Mise Construction: COMMERCIAL OTHER Cosl of Materials I LabOr$: 3500 Trim: N TVJJe Status FINAL ACCEPT£0 1294 SOUTH INCA STREET DENVER, COLORADO 80223 (303) 294-0708 Jolt Name &1/Y: dl'o/7N tvo-zd •«,.,c« ~ Job Address /05 Mpotv gp ·. Job Number __ ~ _ __; __ _ nvt ¥?- ; I To be ComplahMII by Plre 8 t-Dlstrilllllter Company Nama YAFcr" EJ·u d'd'~ :5-,fiY Address /). ?~t "5" • ..:Gi.·c.:-~ :;7. Type of System: Ansul1:r." Other ____ _ &eltal Number ____ _ FuaiiEnergy ShUt Off Device lnswllad. Tamil on--::--:-- Gali V.Jve; Mechanical 0 Eleetrlcal 0 Size __ _ Eleetr!~: Equipment Shut..town Tasted: DY.s 0No Dato Thla Fire Suppt'-lon ~m IIi Installed In liCConlanc:oo with tha Manufacturer's Instructions and dr...,.lnga, NFPA 18 and 17 (currenc IMues) and all applicabla--taeal codes. All eleCtriCal work or work pertanned by others to complete the lnllkllatlon <A lhla syatam has bean completed. Ekceptlons to tile above are noted below. (Usa back of •hHt If nKS•..aoy) lnstaller'li Nama ('6/Ll :r ~~ $lgnatu,. ~ I have received a ~of the Fire Suppl'll&liion System DWr•r'w Mallllal and 1 understand U. I also unllllrstand that Ills the recommendatlun ~the National !'Ire PtoiHiiuA Auacl.tion (NFPA) lhat lha •Y&tam be lorspected every alx monthtl tG IJiilllntaln Its ni!Jbllty. Slgnatura_/11 /"'Vlc-:·,c::-/ Date 1~ :t'/-6 7 "ro be Completed by the Authority HavlllJI .JIII'l8cllctloll Customer: ~ l' ti/,.-,uxf:Q:.Ir: t-~3Yr"JtA...v-r[.e·: Inspection Date: _j___/ ;;.. Ll I tJ <?' i;;:r/·~" Address: /-'?.<7 IU rt """"'. fi.p. ·y Service Technician: rJA,.; IT• "S?f-' City, Zip: C~!t. ... _ ... J "'Jcr:-.-~ ... l<t:" CO. Phone: -- Contact Name: > I Reason for Report: [Semi-Annuai[Annm•lQtfnsta!! 0IT:ro~;cle5'l! Al:;irm lnfo~ooe ']Local QMonilgnd Svstern Info: S~is UL300 Q!mnliao~YES " NO ComJ!ani: Brand Name: . CJ,.<..NL Modei-SJZe: ,:Y~ 76' Accnt. #: Mf~J Test Date: cr7 Next Testin~ Doe: Pass Code: Cart. Wei!l!!t: Cart. Date: Ooerator Name I# Location: Cyl Weight: r~JS?EC'T!DN CHECK LIST Yes No Yes No 1: Anv Si<m or Ta;;;;;-erinvor Activation ·'·'' v 10: Internal Tank Ins...,......, r~nJeted ANSUL IV· 2: SVst. Tested from Term link Passed r•tr¥ ./ 11: Svst. Reset I Cart. Installed I Cleaned Tank(s) /, 3: Fuse link Travel Dlst. Checked ,/ 12: ElectricaiiF.A.I Gas Valve an Reset v 4:Eiec/FA/Ex.Fan/MUA o-;;frated as E ,/ 13: Pilotli•hts re-Lit I fllters Reulaced / S:Gas Valve Onerated Pronerlv ~I 14: Svstem Returned IG Nonnal Servia /. 6:Pull Station~ted ProoerlV 7 15: Hood -Nozl · Eq..;p:-lnfo. Completed / . 7:P"JI Sta. Ooerated bv: Cook I MGK. Name ~-M 16: Oi5crepancics. if f<>und are !i:wlained Below ./ 8: Amroaet Blow/Down ComDleted 7 17: NOJ\-COMPLIANCE Tae attached 7 9: Pioinl!/ Conduit Braced & Itttnwbi6zed "7T ts: Prooer Exti . In Kitcheu K·Ciass I BC IJ Duct Size: Duct Noz. #' s Grease Hazard: OLow [itv:odcnoto OIEx!ceme Plenum Size: Plenwu Noz. #'s -~~/£__ Link Temp. ·Noz. Height ' i Nozzle #'s &:quip. Type I I Equip. Size I I I I Nozzle #'s & Plaamenls Checked against Manual ~ liES 0 :110 Number of Fnse links Replaced: Adjustments are needed to piping or Noules [YFS ~1\:0 _fl65 _!/_n.so ,_JJ61} _1450 _1500 IT,.;~!r.nati~l::l.'i I Recommendations: --· - ,·~n)-Y1aliuxt!on or f'otilure ofS)·~•~m must bt rcpnrfcd to lire !..o<'al Fire Ucpartmrrtl :a5 pac-1 ofoor littrr,Jng.lt is lbe rcspon...ihilil.~ of the Ownf.'f" I 1\oln~:nn! lu n~d,;c• U11.· i1£T:mge:ncnlo; fCJr tbt! rc_pllin; I r~placemtmt of tJuo li~1em. Asy prohfem "'"ith nozzle pbtemc:nt oa-al"'"cr.t;:e, \.-aids LIJ.lOO compliam.."C!. Owner I Manager must read & initiallhe following Statement if system does NOT meet UL300 requirements. /:..s O~·;L1er nr Represent:ltiv~ you 2r-e here by informed boUt Vcrb.:tl!y & in Writing, that your Hood Suppre_~c;i<ln Syst-l-rn dues NOT meet c~rrent. Ul3DU code. Yo~ understand thai tlte system, ~!tOOtJgb mechan!C2lly operational, couJd fail to Suf.!prcs.o; ur E.xtinguish a fire due to lack of adequate chemical. it is highly recommended thai the b1'"S1:em be re~laced or remodeled h> meet CQ!rr~nt code. Initial Here; Ibt: a~ 15 QOkd f11r ALL Dry Chauical Kildlu Systeuu & Pre-199S Wee Cllemical' Kltebu Systems. t The Sen.-ice Tecbniclan Stales: This Inspectiou Was C~ed A~mg: to NFPA. 171 17 A. Man•'v"•res Manu:al & Sentry Fire Tralni112: ~ Technician: &r~ Tune Completed: D ·-?£AM~ Date:_}_;2"/ trJ""~ Signer Agrees: Any proillem' with cnvcragr or malfunction n·i.tbupcr2.ti0!111oled above bas been Wly explaL'"!Cd -..erbal.1y ~d u:uter~~ands .11"'' it i• their respoMibilily to inf~proj/rnncl !hat repair< are "'qoirM. . Sentry Fire w!li«~St for repairs upon requesL _ Customers Aulhorized Agent: C!J!l.~L Printed NarJte:&u. 6Art¢77E Date: ~.:J..'f._1.22B CORRI:CTION NOTil.;l: 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /05' ~6 ~ ;{/. Permit No. /o 7, 30 I have this day inspected this structure and these premises and found the following corrections needed: ,y -£/.4-M-o~ ~~~ &. ~~u ~~~~ ,){call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. lOl~ Assessor's Parcel No. ~~cer~ Date \\-~ -o~ BUILDING PERMIT C RD ll.ddress \{(l~(l \l!) ~ 0 W'S V'l ~ m er HasFiHcl, Li\rlltN\chnfl 1 ~0Ck:~ Hl~ dress 3(§} JQ~ ractor RPRjffi[l)D \ QOOt\Jl>. Address~\ID'b.3d.~Pl.ID~ Phone # Ol.fr~ Phone # 3()"3.: acks: Front Rear RH LH Zoning __ :Test------------ ing -------------tdation, __________ _ t ____________ ___ 1rground Plumbing ______ _ Jh Plumbing ---------ting ____________ _ ation ------------ing _____________ _ all ----:,....-:=---:----::c=-=--=---- Piping l-7-c&~7??;r4-- INSPECTIONS Weatherproofing ________ _ Mechanical __________ _ Electrical Rough (State) "--7........,.-;-~~'--"7'7- Eiectrical FinaJ1State) /-!if~ 0 8' _ Final fJ,ff~Dtr /Checklili,t,~Q_mpleted?_j Certificate Occu,~p~a~nc~y~#::: tv~~ft::==== Date:;- Septic System # _________ _ Date ----------Final _________ _ Other , NOTES ll/it I!Jefl o/. / :ztf·tJS g:d~ (continue on ba II OR No. __________________________ __ •------------------------------- upport & clearance to wood -------------- tairs & rails ------------------------- . locks --------'--------------------- 1 around doors & windows--------------- c~ens ___________________________ __ IIOR i;E II saparation -------------------------- doors-Hil" min.----------------------- 0 min.) w/auto closar-1%" min. __________ _ tquip. 18" above floor _______________ __ ning into sleeping area----,------------ lt'IENT·CRAWL AREA on ________________________ _ om/Stairs __________________ ___ lion --------------------- FINAL CHECKLIST MECHANICAL ROOM Boiler _______________ _ Hot water----------------- F.A. gas/oil ___________________ _ Floor drain ____________ _ Clearance _________________ _ Air con. system __________ __ Hot water heater --------------- Combustion air·-------------- Gas piping, valves ____________ _ LPG Drain --------------- FIREPLACE/STOVE Clearance to combustibles _________ _ Termination of chimney·--------- Combustion air _______________ _ Hearth (12" or 20" on sides)--------- Glass doors---------------- Certified by: _________________ ___ REMARKS STAIRWAYS. Headroom (6'6") ------------ Railing & guardrails ----------- Width ______ J_ __________ _ Rise & run ------------- KITCHEN Clearance above grill ______ _ Exhaust fan------------- Broiler exhaust (1 hr. chase) __ _ BEDROOMS Egress ______________ _ Smoke detector----------- BATHROOMS Exhaust fan--------------- Shatterproof glass ________ _ OTHER BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued .. f}::0~:91: .. zoned Area ............................... Permit No .. J.Ql~ ............ . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use 11'11116 /NJoHJ Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ~ Driveway Foundation ~ ~ Underground Plumbing -"k..a..-Insulation ~ Rm1gh Plumomg ~ JJr·yw1111 ~4,....- ( &Vent -;--,.~(../ Electric Final (by State Inspector) J..!tf.;jjfr Gas~ L-7_. O'l.'f FR"" Final j ·If. D8 / L1A/ Electric (By State • •I '7>--d--.-;~lllill~ Framino .....;. A 1' ..f~,{. '-:f ()/< /·02-fDg" (To -•·:; ~_Roof in place and Windows M6-um?: ~ti/{fD and Doors installed). Parcel Detail Information As~e~~QrfTreiJS!l[eJf'mpertY S~iln::h I Assessor Subset Query I Assessor Sales Search (;I~Lk&R~_mrc:!erJs~c-~pti_Q!LSei!Ich Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I 011 II R111257 II 239306301005 II 63.103 I Owner Name and Mailing Address !MANSFIELD, LINDA L. & MICHAEL L. (JT) I IPOBOX2508 I !GLENWOOD SPRINGS, CO 81602 I Legal Description lsECT,TWN,RNG:6-7-88 SUB:VAN RAND I !PARK LOT:5 BK:0567 PG:0934 BK: 1081 I IPG:0388 I Location I Physical Address: Jl105 MARAND RD GLENWOOD SPRINGSj I Subdivision: Jlv AN RAND PARK I I Land Acres: llo I Land Sq Ft: 1145,787 I I Section II Township II Range I I 6 II 7 II 88 I Property Tax Valuation Information 1 otaJ: 11 854,69011 247,870// Sale Date: IJ7 /31/1998 Sale Price: IJsso,ooo Basic Building Characteristics Number of Residential jo I Buildings: Number of Comm!Ind 1 Buildings: I Commercial/Industrial Building Occurrence 1 Characteristics I I TOTAL HEATED AREA: I 0 I ABSTRACT CODE: IIWAREHOUSE/STORAGE-IMPS.I I ARCHITECTURAL STYLE: !IRETAIL/WHS I I EXTERIOR WALL: !!PREFAB MTL I I ROOF COVER: !!PRO PANEL II I ROOF STRUCTURE: !I sTEEL FRAM I I INTERIOR WALL: !!UNFINISHED I INTERIOR WALL: !!DRYWALL I FLOOR: !IcoN ON GRD I FLOOR: !lcARPET I HEATING FUEL: !!GAS I I HEATING TYPE: !IINFRARED I I STORIES: STORIES 1.0 I I BATHS: 2 I ROOMS: 4 I UNITS: I I BEDROOMS: I 0 I YEAR BUILT: 1!1979 I Tax Information Transaction Type 1/ Amount // " ------·· --.; ~~·-··~· -~-~~ -----II , ...... , ...................... JI 2006 Tax Amount II $14,581.201 2005 Tax Payment: Second Half II ($7,322.26)1 2005 Interest Payment II ($219.67)1 2005 II Interest Charge II $219.671 2005 II Tax Payment: First Half II ($7,322.26)1 2005 II Tax Amount II $14,644.521 2004 II Tax Payment: Second Half I ($5,588.60)1 2004 II Tax Payment: First Half ($5,588.60)1 2004 I Tax Amount $11,177.201 2003 Tax Payment: Second Half I ($4,698.41 )I 2003 Interest Payment ($187.94)1 2003 Interest Charge $187.941 2003 Tax Payment: First Half ($4,698.41)1 2003 I Tax Amount I $9,396.821 2002 II Interest Payment ($79.66)1 I 2002 II Interest Charge $79.661 2002 II Tax Payment: Second Half ($3,983.24)1 2002 Tax Payment: First Half ($3,983.24)1 2002 Tax Amount $7,966.481 2001 Tax Payment: Second Half ($4,005.33)1 I 2001 Tax Payment: First Half ($4,005.33)1 2001 II Tax Amount $8,010.661 2000 II Tax Payment: Second Half I ($3,989.61)1 2000 II Tax Payment: First Half ($3 ,989.61 )I 2000 II Tax Amount $7,979.221 1999 II Tax Payment: Second Half ($3,935.40)1 1999 II Tax Payment: First Half ($3,935.40)1 1999 II Tax Amount $7,870.801 Top of Page Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options ------~-~-~-· ~~._..,,..., ,...,..._, ...__...., ..... ....,. .&. .... ..._..._HJO >J'VJ.l-UU.J.V l-U~U. L~JV ..._,O:.UJ.H,dU. \,_...UUHl-J I""1.:1.:1'-'.:t.:IU1 alJU .LJc;a;-,UJc;J l') VJlJI.,..c;;'! are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. EZ WOOD FINISHING ENCLOSURE • EZ TO QUICK SHIP • EZ TO INSTALL • EZ TO OPERATE • EZ TO MAINTAIN Air flows in through the filtered doub l e entry doors in the fro nt of the booth, passes th ro u gh the booth 's wo r k ing area, an d into t h e filtered exhaus t c h amber loc a t ed in t h e rear of the boo th . T his fi l t ered ex haus t a ir i s drawn through the ex haust plenum an d discharged upward into t h e atm osph ere through the ex h aus t stac k. Our EZ wood finis hin g enclos ure make effi cien t use o f your valuable floor space and are ava ilable i n t hree heig ht s to acco mm odate your needs. LIGHTING FEATURES Br igh t full -booth il l umination is provided by four 48", four-tub e, 32-wa tt fluorescen t li ght fi x tures p l aced in th e cei l ing pa n el s an d si d e wal l s. Each is sealed behind clear tempered sa fety glass. Al l fixtures arc UL listed a nd approved for t heir intended use and placement. Th e light tub es are not furnished with th e fixtures. CONSTRUCTION FEATURES A ND QUALITY STANDARDS All booth and pl enum sections a r e made w ith 1 8-gauge galvanized st eel. All produ ct and personnel access doors are pre -hung in h eavy gauge ga l van i zed steel frames for easy in stalla - tion . Brixo nTM l atc h es are provided for each door opening. A tube ax ia l type duct fan and motor specifically designed and constru ct ed for use in paint spray booth s and sim il ar applications is provided for exhaust. All hardware, fi lt ers and sea l ant s n eeded for the booth in st al l ati on are in c l ud ed. The control pane l and other el ectr i cal components m ay be pu r chased se p ara tely. Col-Met Spray Booth products comply with all OSHA and NFPA reg ul at ions. WOOD FIN I SH ING ENCLOSURE Model Interio r Dimensions Exterior Dimensions Access Nominal Door Opening Lights Air Flow Fan Spec. Filters Number Width Height Length Width He ight Length Doors Width Height Qty Type Open SCFM Di a. HP Int. Ex h. EIE-1208 12'-0' 8'-0' 12'-4" 12'·4' 8'·2' 12 '·8' 1 11'·4" 7'·10' l Filtered 4 9,600 30' 2HP 24 20 EIE-1210 12'·0 " 10'·0" 12'·4 " 12'·4' 1 0'·2 " 12'·8" 1 11'·4 " 9'·10" 1 Fi lt ere d 4 12 ,000 30" 3HP 30 25 EIE-1212 12'·0' 12'·0 ' 12'·4" 12'·4' 12'·2' 12'·8' 1 11'-4' 11'·10' 1 Filtered 4 14,400 30' SHP 30 25 BOOTH D IM ENSIONS AND SPECIF ICAT I ONS ON REVERSE SID E BOOTH CHARTS WITH DIMENSIONS AND SPECIFICATIONS EZ WOOD FINISHING ENCLOSURE [X)MVSi N lfR5, {?0) ~~)f'!'PiD / LD". r. 20" f. 2" fli!f.'!S 1!!7'1 CRJD5 / ..... 1;" ffJ'f.\'tC w,;r1r · · ..... ~································· ············•················• SECTION A-A lii li.Ri'D f';.._WJCI PllRY OCfES --·-~""'' ''"'"""""''''' ,, '''""'""' fiXJiPF'f[! l'?f!; 71 JACn ii>"OA;(f \ f~ !!'1?70 2;))7,J".r1",! !Wi>C i.A I(;H, \ i)(li.,'R '>'1111(.11. SM.'tP 5£,11 ANt> \ !JAI.,1ii!AP.f.. . L!$!]f_ f!_Xl~i?f5 •. f4)_ ~i!f!!'JJ{J). I H)JR kSJf 1El'; J2 V/.!ll!X!'JI<n i.IOU'r!W lli.!f:'iD CHAN !tMP!RlD CbiSS Ptii(S. "t>l" !?A rt:li FOR iHf,i? iN.'TNr£n U$E AV!} Pi,~C[I.IfNf, (·t IF.:N N'f} >i()R!(I,\'1; "'))•H -----'; :;' .. 4 VY O.D. END VIEW Coi·Met Spray Booths Dallas, TX II e-mail: sales@colmetsb.com toll free: 888.452.6684 II www.colmetsb.com SIDE ELEVATION 02/06 CA ARV PLAIN PIPE AS REO'D ~ ~ L l CONN X RING\ I I I I I T -~ L - I I I _I I --- - I I I ~STORM COLLA R LANGE I FLAT ROOF F PLAIN PIPE WITH CLEANOUT 000 R FAN REF PIPE DETAIL BANANZA® B·Series Direct-Fired Heating, Cooling and Ventilation Systems • Improved indoor air quality-Helps dilute and expel airborne contaminants making exhaust systems operate more efficiently. • Superior ventilation-System can be designed to automatically modulate outdoor air volume from 20o/o to 1 OOo/o to meet ventilation requirements in cold weather and decrease heat buildup in warm weather . • Consistent temperatures and less stratification-Optional cooling effectively reduces indoor air temperatures to help keep people and processes productive . • Cost savings-Heating systems deliver 1 OOo/o of the heat generated into the building resulting in energy savings. • Flexibility and convenience-Heating systems require little to no ductwork and can be installed indoors or outdoors . • Evaporative and mechanical cooling packages available. 1.800.255.3416 CANADA: 100% OUTSIDE AIR ONLY BANANZA® B·Series Features Reliable, Efficient System Operation Provided by: 30:1 fully modulating burner that maintains 100% combustion efficiency. Double-width, double-inlet, forward-curved centrifugal fan built for long life. Energy-saving ignition system. System that puts 100% of the available heat in the airstream, not out a flue. Unit that uses up to SO% less energy. Remote Control Panel for easy operation and remote temperature adjustment. Electronic fuel modulation providing immediate response. UV scanner for excellent reliability and durability on Models 8-6SO -8-5000. Temperature dial for quick, easy adjustment. Operation of fan only in warm weather to enjoy free ventilation cooling. Compliance to ETL per ANSI Z83.18 or Z83.4 standards. Industry-leading 80-point checklist to help facilitate trouble-free startup. Ease of Maintenance Provided by: Large access panel for easy maintenance of blower, motor, drives and burner. Blower installed downstream of burner for convenient access. Other B-Series Options: 1 0" or 20" Roof Curb simplifies rooftop mounting. Inlet Hood protects against water entrainment. Filter Section with polylink or aluminum filters for longer equipment life of internal components. Motorized Inlet Damper for exfiltration control. FM/IRI approved gas trains. Upright heater stand or legs of varying heights. B-Series Conventional Controls' Options: Low-temperature automatic shutdown. Space temperature control for added comfort. 7-day time clock. Remote Control Panel with burner and blower switches for easy operation. Mild weather stat. Long Lasting Construction Provided by: Heavy-duty, corrosion-resistant, galvanized steel construction. Sturdy, integral frame that is screwed and bolted together for durability and longer service life. Unpainted galvanized steel or white finishes available. Heavy-duty, factory-installed motor and drive package designed for long-lasting, performance. Heavy-duty, pre-lubricated bearings provide up to 30,000 hours of A8MA L-10 performance. BANANZA® B·Series Optional Cooling Packages Evaporative Cooling BANANZA® B-Series evaporative cooling system is an economical solution. It requires no air-cooled condenser, no chiller or cooling tower, no chilled water pumps or distribution piping/insulation, no major motor control center or electrical gear. Operating costs are a fraction of similar-capacity mechanical refrigeration systems. Evaporative cooling works when warm air passes over specially treated wetted media. The heat passes from the air to the wetted media, causing the water to evaporate and inside air to cool. Mechanical Cooling For situations requiring temperature and humidity levels lower than the performance parameters available with outdoor air alone or with evaporative cooling, BANANZA• 8-Series offer a broad range of cooling options. Cooling options can be added by simply installing one of our coil sections equipped with the appropriate cooling coils and a condensing unit or chiller. The versatility afforded by the coil section enables you to utilize DX refrigerant, chilled water or other types of cooling coils in your system. Typical Installations Mezzanine-Supported Roof-Mounted QDA .0 0 DA RA D RA Suspended (Wall o r Roof Inlet) Horizontal on Legs (Indoor or Outdoor) Q DA D DA Upright Outdoor Upright Indoor O DA Installatio n Cod e and Annu al In spections : All installations and service of BANANZN' prod ucts must be performed by a con trac tor qualified in the install ation an d service of products sold and supplied by Bananza and con form to all requirements se t forth in the Bananza manual s and all applicable governmental authorities pertai ning to the ins tall ation , service and operation of the equipment. To help facilitate optimum performance and safety, Bananza recommends that a qualified contractor annually inspect your BANANZN~ products and perform service whe re necessary, using only rep lacement parts so ld and supplied by Bananza . Fu rth er Information : Applica ti ons, eng ineering and detailed gui dance on systems des ign , installa tion and product performance is avail able through BANANZN' representatives . Please contact us for any further information you may require , including the Installation, Commiss ioning , Operation and Service Manual . This product is not for reside ntial use. This document is intended to assis t licensed profe ssiona ls in th e exercise of thei r pro fe ssional ju dgement. Bananza 1100 Seven Mile Road NW Comstock Park, M\4932 1 Tel ephone: 6 16.726.8800 Toll Free: 800.25 5.3416 Fax: 6 16.726.8807 www.bananza.com © 2001 Roberts-Gordon, LLC Printed in U.S.A All rights reserved. No part of t/1/s work covered by tile copyrigilts herein may be reproduced or copied in any form or by any means -grapflic, electronic, or mechanical, including photocopying, recording. taping. or information storage and retrieval sys tems -without written permission of Roberts -Gordon , LLC. BN2BNA 3M01 07 RevA B-650, B-1000, B-2000 & B-3000 Upright Model Dimensions ~~p 2 ED 1(51 0 .... ~ 1..!....!. , ------· I , I I I ¢ I I I I I ....... --... ' I I I I c::::::> I :I I .... --... ' I I ' ' I I I I I I BD I I I I I ' I ' I I ' ' I '-' ' .... -.... ,, 0 '= ' I ............ --....... I ~-~ UD --------- ~ I -----------I I SIDE VIEW r LEGEND i BD = Bottom Discharge BR = Bo t tom Return CE =Con t ro l Enclosu re ED = End Discharge OA =Outside Air RA =Return Air UD = Up Disc harge 4 +---A--~ F C F -LIFTING LUG ~I .. I(E---~~ ~ B l cc l (ONE EAC H CORNER) z ~ Vl ffi z a: :::> CD __, o"' zZ ~~ e. ,~ H ~ CE 0 E ~---------, --1------:- : BD : t 1---------.J rnr~r~rt~l : o :r --------~ f , _________ .J --+--- 1+-1 r----------------, : RETURN A I R I I (OPT IONAL) : L----------------J G ~I END VIEW IMPORTANT NOTES: ·All d imensions are in inches. ·All weights are in pound s. M ·Shippi ng weights apply to both horizontal and upright mod els. ·All dimension s and weights are subject to change with o ut n o tice . ·Stands an d fi lter sections are shi p ped separa t e. ·Out door air duct size var ies. Consu lt Bananza. B-650, B-1000, B-2000 & B-3000 Horizontal Model Dimensions OA T ¢ X 1 '• .. .-...._ ,., .. ~~ "-, ....... _ .. .• '•, .• ~ .. :, ............. .. ·. ............... -··· ···-·-·-·-··-...... lrllET HOOD (OPTIO NAL) RETURN AIR 1~1 ~1 (OPT IONAL) tF1 i T r-------, I I I I ,-------""1 i¢ 6 A I I I I I I I I I I I I AA G I BR I I BD I I I I I I I I ! ! I I I I i m !F 1 I I I I I I , _______ J I I I I L .............. J t L z-+l vl+-u~l CE DISCONNECT (SHIPPED LOOSE) [_. BUR NER SECTION l ~ FAN SECTION J I B I uo O '01 ro ---..,.... at~::~:::;;:: I ---=----~o-----------@1--------¢ ! !_ ,,,,,,,_ ----------______ -------------------ED ! ~PORT I+--y -1 ~ BRACE FIL TEA SECTION PER IMETER ,-+--R-1 -a- {} UD HEATER PERIME TEA 'fl ~ PlAN VIEW SIIE VIEW IN liT VIEW TT p N ! t : .. r .. ··w .. . ::----------:: -~t t 1 I p ·: ED :· 0 :t __________ J:-U ! DISCHARGE VIEW SUPPORT/ BRACE ~ B·2000 BOTTOM RA INLET CFM U 12,000 8.0 14,000 10.0 16,0 00 10.0 18,000 12.0 20,000 12.0 22,0 00 14.0 25,000 16.0 LI+-K-'L .. -A- INLET HOOD FILTERS MODEL QUANTllV B-650/ 6-20 x20x 1 B-1000 8·2000 12 • 20 X 20 X 1 12 -20x20x 1 B-3 000 -p lu s- 4 • 20 X 10 X 1 B-650/ 70 0 140 8 ·1 000 B-2000 1400 175 B-3000 1650 21 0 B-2000 56.0 116.0 31.5 31,5 14.0 12.3 50.0 3.0 13 .0 50.0 3.0 19 o.3 5 2.3 56.0 71.5 39 .5 1 .8 4.0 6 0 30 5 0 140 120 30 60 340 240 80 9 0 365 3 .0 63 .0 59.0 35.0 30.0 52.5 53.0 74.3 B-3 000 68.0 116.0 36.5 36.5 17.0 15.8 62.0 3.0 17 .0 60 .0 4.0 190.2 42 .5 60.3 68,0 28.5 3.3 4.0 24.0 3.0 71.0 67.0 44.0 40.0 80.0 56.0 74.3 *Dimension varies with CFM. See "B-2000 Bottom Retu rn Air In let" Di men sions Tab le. 5 33-8 SPRAY APPLI CAT ION US ING FLAMMABLE OR COMB USTIB LE MATER IALS l~xcefJ!ion No. 1: This requirem en t sha lluot fJrohibitlocating a sfJra)' booth closer than 3 Ji (9 15 mm) to or directly agai nst an interiorf)(lr- t ition, wall, orjlo01/ce ili ng assembl)' th at has a fire resistance ra ti ng of not less than I ho w; fn"Ovided th e sfJmy bo oth am be maintained mul cleaned. Exception No. 2: This requiremen t shall not fJ mhibitlocating a sfJray booth closer tha n 3 fl (9 15 mm) to an exterior wall or a mof assembly fJmvided th e wall or roof is constmcted of uoncom bustible ma terial and fJrovid ed th.e sfJra)' boo th can be maiutained aud clea ned. 3.4 Moveme nt of Powered Vehicles. Powered ve h icles s hall n o t b e m ol'ed into or o ut of a s pray area or opera ted in a spray area u nl ess the s pray appli cati on operation or process is s toppe d and th e ve ntila ti o n syste m is ma intained in o p e r a ti o n . ExcefJt ion : This ·requiremen t shall not afJfJly to vehicles that are lis ted for the sfJecific lwzmrls of the sfJmy area. 3.5 Vision Panels. Pa n e ls for li ght fi xtures o r fo r observation s h a ll be of h eat-treated g lass, wired glass, o r h a mme re d-w ire d g lass a nd shall b e sealed to coniine va p ors, mi sts, res idues, dusts, a nd deposits to the spray a r ea. P a n e ls fo r li ght fi xtures sh a ll b e se p a rated from th e fi xture to prev e nt the surface t e m - perature of the panel from exceeding 200°F (93°C}. 3.6 Ventilation. Spray areas that a re equipped \\~th l'en tila ti o n dist rib uti o n or b affie plates o r \\~th dry o,·erspray coll ection filters s h a ll m ee t th e requirements of 3.6.1 thro ug h 3.6.5. 3.6.1 Distribution plates or barnes sh a ll be constructe d of noncombus tibl e materials a nd shall be r eadil y remmr..tble or accessi ble for cleaning o n both sides. 3.6.2 Filters sh a ll n o t b e used whe n applyin g materials known to be highly s usceptible to sponta n eous h eating or spontane- o u s ign iti o n . 3.6.3 Suppo rts and hoklt:t·s fo r lilte rs sh a ll b e con struc te d of non combustible materials. 3.6.4 Overs p ray coll ecti o n filte rs sh a ll be readily r emovable o r access ibl e for cl eaning o r r eplacement. 3 .6.5 Filters shall not be alte rnately used for differe nt types of coating m ateri als if th e com b in ati o n o f th e m a te ri als might result in spon ta n eous h eatin g o r ig niti on. (See also Sectio n 8.8.) Chapter 4 El ectrical and Other Sources of Ignition 4.1 * Gene ral. Electri cal wiring a nd u tili za tion equipme nt s hall meet a ll the a ppl icable requirements of Articl es 500,501 , 502, a nd 516 of N FPA 70, National Electrica l Cod~, and thi s ch apte r. 2000 Edition ExcefJtion No. I: Powered vehicles shall meet th e req11irements of Sec tion 3.4. ExcefJtion No. 2: Resin application ofJemtion s shall meet the require- ments of Clw fJt er 15. 4.1.1 Elect r ostatic s p ray applicati on apparatus also s h a ll m e et the req uire ments of Chapte r 9 or C h apter 10 , whi c h ever is applicable. 4.1.2 Dtyin g, curing, and fusing apparatus also s hall meet the r equiremen ts of Ch apte r II . 4 .1.3 V e hicl e undercoating a nd body li ning oper at io n s a lso shall m eet the requiremen ts o f Section 12.1. 4.1.4 Powder coating apparatus a lso sh all m ee t the require m e n ts of Chapte r 1 3. 4 .1.5* Ope n names, s p ark-produci n g e quipme n t o r p ro- cesses, a nd e qui pment wh ose exposed surfaces exceed th e a utoi g nition temperature of th e material being s prayed s h a ll not be locate d in the spray area or in surroun ding areas class i- fi ed as Di vis io n 2. ExcefJti on: T his req uiremen t shall not afJ!J ly to thyi11g, ewing, orjits- ing apfJamtus as covered by Chapter II. 4.1.6 * Any utiliza tion e quipm e nt o r apparatus th a t is capable of producing s parks o r particl es of h o t meta l a nd is lo c ated a b ove or atljace nt to ei th e r th e s pray a rea o r the su rroun d ing Division 2 areas sh a ll be of th e t.otall }' enclosed ty p e o r s h a ll be const ructed to prevent th e escape of sparks or particles of h o t m e tal. 4 .2 Elec trical Devices in Spray At·cas. 4.2.1 * Electrical wirin g and utili zation equipment th a t is located in th e spray area and is not s ubj ect to d e p osits o f com - bustible res idues s h a ll be suit able for Class I , Divis io n l or Class II, Di vis ion 1 locations, wlti ..:lt ever is a p p li ca ble. 4.2.2* Ele c trical wiring and utili za ti on equi pmen t th at is located in th e sp ray a r ea a nd is subject t o dep os its of combu s- tibl e residues sh all b e li s ted for s u ch ex p os ure and sh a ll b e suit able fo r C lass I , Di vision I or Class II, Di vision I locations, whic h ever is applicable. 4.3 El ectrical Devices Adjace nt to Spray Areas. Elecuical ''~ting and utili za ti o n equipment located acljace nt to the spnl}' ;u·ea s h all be classified in acc01·dance \lith 4.3.1 t11rough 4.3.5. 4.3.1 Electrical wiring a nd utiliza ti o n equipment located o u t- s ide, b ut within 20ft (6100 mm) horizontall y a nd 10ft (3050 mm ) ve rti ca ll y, of' a n une ncl osed spray a rea and n o t sep arated from the spray area b )' partiti o n s exte nding to the bo unda ri es of th e area designated as Di visio n 2 in Figure 4.3.1 s hall b e su itable fo r C lass l , Di vis io n 2 or Class II , Di,~s ion 2 location s, wh ic h eve r is a ppli cabl e. ELECTR ICA L AND O THE R SOURCES OF IGN ITION 33-9 FIGURE 4 .3 .1 Electrical area class ification for open spray areas. Top (plan) 20ft (6 100mm) Roof 10ft (3050 mm) Sp ra y area 'l'/,..1/#hl, Front (elevation) c=J Class I, Di vision 1 or Class II , Divi sion 1 ~ Class I. Divis ion 2 or Class II , Division 2 4.3.2 If spray ap pli ca ti o n ope rati o ns are conduc ted withi n a closed -top, open-fac e or open-front b ooth o r roo m , an y elec- tri cal wiring o r utili zation e quipm e nt locat ed o uts ide of the booth o r r oom but wi thin the boundaries desig n ated as Divi - sion 2 in Figures 4.3.2(a) and 4.3.2(b) s hall be suita ble for Class I, Di vis ion 2 or Class II, Divis io n 2 locatio ns , wh ic h evn is appli cab le . The C lass I, Di vis ion 2 or C lass II, Divi s io n 2 locations sh own in Fig ures 4.3.2(a) and 4.3.2(b) shall extend fr om th e edges of th e o p e n face or open fro nt of th e b ooth o r roo m in a ccordance wi th th e foll owing: (1 ) If th e exhaust ve ntil a t ion sys te m is inte rl ocked with t he sp ray appli catio n equipme n t, th e n the Divis ion 2 1oca ti on s h a ll extend 5 ft (1 525 mm) hor izonta ll y a n d 3 ft (9 15 mm) ve rti cally from th e open fa ce or o p e n fron t of the booth o r room , as s hown in Figu re 4.3.2(a). (2) If th e exhaust ve ntilation sys te m is 11 01 interlocked with the s pray applica tion equi pment, th e n the Divi sion 2 locatio n sh a ll extend 10ft (3050 mm ) horizont ally a nd 3 ft (915 mm) verticall y from the open face or o p e n fro nt o f the booth o r room , as s h o wn in Figure 4.3.2(b). For th e purposes of this subsection , inlerloc/ied sh a ll mean that the s p ray applica ti o n equipment cannot be o p erated unless th e ex ha ust ve ntilatio n sys tem is o p e ra t ing and fun c- tioni n g as d esig n ed and s p ray applicati on is a utomaticall y sto pped if th e exhaust ve nti la tion system fai ls. FIGURE 4.3.2(a) Class I (or C lass II), Division 2 locations adjacent to an open-faced or open-front spray booth or s pray room with exhaust ventilation interlocked with spray applica- tion e quipment. ', 5 ft (152 5 mm) radius 3 ft (915mm) radius 3ft (91 5 mm) radius 3ft (9 15 mm) rad ius 3 It (9 15 mm) radius 3 It (915 mm) rad ius l •', . '· . ' ' ',o ", Open face ,, _______ ------"-... 5 It (1525 m m) radi liS FIGURE 4 .3.2(b) Class I (or Class II), Division 2 locati ons adjac ent to an open-faced ot· open-front spray booth o t· spray room wi th exhaust ventilati o n 110 1 inte rlo cked \l~th spr ay appli - c ation equipment. ).1-~ ~t (3050 mm) radius / 3 It (915 mm) radi us ' ,. : 3 11(915 m m) __ i radius I I •' :', .. ', ' ', Open fa ce 3 It (915 mm) radius 3ft(915mm) radius •,_ --------~~ 10 It (3050 mm) radius 4 .3.3 If spray applicat ion operations are conducted within an open-top b ooth, a ny e lect ri cal wiring o r u tili zation e qu ipment loca te d within the space 3 ft (915 mm) ve rti ca ll )' of th e top of th e b oo th s h all b e suitabl e for Class I, Divis ion 2 o r C lass II , Di vision 2 locati o ns, wh ic h eve r is appli cab le. In addi tio n , an)' e lectrical wiring or util izati o n e quipme n t located w ithin 3 ft (915 mm) in a ll direction s of openings ot h er th a n the open to p also shall be s uitable fo r Class I, Divisio n 2 or Class II , Divi - sio n 2 locati o ns, whi c h ever is applica b le. 4 .3.4 If spr<t )' appli ca t ion operatio n s a re confined to an enclosed sp r<l)' boot h o r room , all)' c lect ri ca l ll'iring o r lltilita- ti on e quipme nt located ll'ith in 3 fL (9 15 mm) o follt)' o p e ning sh all b e sui table fo r Class I, Dil'is io n 2 o r Cla~s II , Dil'is io n 2 loc;ll ions, which c,·e r is a p pl icable, as s hown in Fig11re -1.3 . ..J. 2000 Edition 33-10 SPRAY APP LI CATION US ING FL.A~IM ABL E OR COMBUSTIBLE MAT ER IALS FIGURE 4.3.4 Cl ass I (or C lass D), Division 2locations adja· cent to an e nclosed spray b ooth or spray room. 3 It (915 mm) radiu s 3 It (915 mm) ra diu s Extent of Class I or Class 11. Division 2 area Enclosed spray booth or room (Class I, Division 1 o r Class II , Division 1 within ) 3 It (9 15 mm) radius 3 It (915 mm) 3 ft (915mm) radi us Elevation radius 3 It (915 mm) radius 4.3.5 Wh e re spray applica t ion e quipme nt , spray gun cl ea n e 1~, and s u ppl)• co ntain e rs are locate d in an a rea th at is Yent il ated at a ra te that is suffi cie m to m a int a in th e con ce ntratio n of ig nitibl e \"<lpors in the a rea a t o r be low 25 percent of the lowe r 11 :-~mmable limit, th e area within 3 ft (9 15 mm) in a ll direc ti o ns fro m any open conta in e r or equipm e nt and extending to th e fl oor or grad e leve l s hall be class ifi ed as Class I, Di visio n 1 or Class II , Di ,~s ion 1, wh ic h ever is applicable. The area ex te nding 2ft (610 mm ) b eyo nd th e Dh~s ion 1 location s hall be classifie d as Class I, Division 2 o r Class II , Di,~sion 2, which ever is a pplicable. In addition, the a r ea within 10ft (3050 mm) h o ri zontall y of the p e rimete r o f su ch ope n con tainer o r e quipm e nt up to a heig ht o f 18 in . ( 458 mm) a b ove th e flo o r o r g rade leve l s h all be classi- fi ed as Class I, Divisio n 2 o r C lass II , Di visio n 2, whi c he,·er is applicabl e. Elecuical wiring a nd utili za ti o n e quipment install ed in these areas s ha ll be s uit able for th e locati on, as s hown in Fig- ure 4.3.5. 4.4 Light Fixtures. 4.4.1 Light fi xtures that a r e a tt ach ed to th e wa lls or ce ilin gs of a spray area, but a r e o ntside o f any cl assi fied area and a re sep- a ra ted from the spray area by g lass panels that m ee t th e re quire me nt s of Sect ion 3-5 s hall be suitable for use in o rdi - nal)' h azard (general purpos e) locat ions, as s hown in Figure 4.4.1. Such fixtur es shall b e servi cc.;d from o uts ide th e s pray a rea. 2000 Edition FIGURE 4.3.5 Electrical area classification a round an open container. c=J Class I, Division 1 or Class II , Division 1 Iilli Class I , Division 2 or Class II , D ivision 2 FIGURE 4.4.1 Example of a light fi x ture mounted outside of the spray area and seniced from outside the spray area. Removable panel 4.4.2 Li ght fixtures that a r e attac h e d to th e wa ll s or cei lings o f a sp r ay area; are locate d with in th e C la ss I , Di vision 2 o r C lass II , Division 2 locatio n; a nd a r e se p ar ated from the spray area b )• g lass p a ne ls th at mee t th e re quireme nts of Secti on 3.5 s h a ll be suit able for use in th at location , as s h own in Figure 4.4.1. Such fi xt ures s h all be servi ced fro m o utside t he sp ra y area. 4.4.3 Li g ht fixtures th a t are an integral part o f th e wall s o r cei ling o f a s pray a rea sh a ll b e p e rmitte d to b e sep a rate d fmm th e s pray ar ea by g lass pan e ls that a r e an integral pa rt o f the fi xture. Such fixtures shall be.; li sted fo r use in Class I, Divi s io n 2 o r Class II , Di ,~sion 2 locati ons, whi c he ,·er is applica ble a nd as s hown in Figu re 4 .4 .3, and a lso sh a ll be li st e d fo r a ccumula- tions of d e pos its o f combustibl e res idues. Su ch ll xtu res s hall be perm itte d to be s e n •ice d from insid e the s pra)' ar ea. VEN TILATION 33-11 FIGURE 4.4.3 Examples o f li ght fix tures tha t a r e a n integral part of the spray a rea and are serviced from inside the spray area. Cover Exterior of spray a rea Fixture mounted behin d Spray area, wall or ceiling , ' , ' .. Interior o f spray area ' ' ' ' \ .. .. I .. + ................. Hinged gl ass q~ panel Opening for fix ture Mounting gasket 4.4.4 Light fixtu r es that are located inside the spray area s hall meet the r equiremem s of Sectio ns 4 .2 and 4.5. 4.5" Static E lectdc ity. In o rder to preve nt sparks fr om the accumula t ion of s tati c e lectric ity, a ll persons, a ll electricall y conduc t ive parts of the spray room or spray booth , the exhaust d u c ts , spr<t)' equipment, objects or containers th a t receive the spray s tre am , and piping syste ms th<1 t convey nammabl e or combus tible liq uids or ae rated combustible solids sha ll b e electricall y bonde d and g r ounde d . 4.6 Flexible Power Cords. For a utomated e quipment a n d robot ic equipment, nexi ble p owe r cor d s shall be permitted to b e used in hazardous (class ifi e d) locations and shall be permitte d to be co nnected to the fix ed part o f the e lectri cal circuit , p ro- '~ded they m eet a ll of the following conditions: (l) T h ey are approved for extra-hard usage. (2) They a re equipped with a grounding conductor that m e ets the r eq ui rements of Sec tion 400-2 of NFPA 70, National Electrical Code. (3) T hey are connected to te rmi nals or conduc tors in an approve d m a nner. (4) They a r e s uppo rt ed by a p ositi ve mec ha ni cal c la mp i n su ch a manner t.h at permi ts the cord to be r eadil y replaced and preve nts stra in at the cord con ne ction s \\~th in the terminal euclosure. (5) T h ey are provided with expl osionp roof seals where the cord e n te rs junc tion boxes, fittings, or enclosu res. (6) Th ey are li sted for deposi ts of combus tible resi dues . 4.7 P orta ble El ectric Lights . Portable e lectri c l ight fixtures shall n ot be u se d in any spray area wh il e s pray appli ca ti o n operation s a r e being conduc te d . Exception: I·Wwre portable electric light fixtures are required for use i11 spaces that are not ill uminated by fixed light fixt ures with ill th e spray area, they sha ll meet th.e ?Wfuirements of 4. 2.2 . C hapte r 5 Ve ntilati o n 5 .1 G e neral. Ventil ating and exh aus t S)'Ste ms s h a ll be d esig ned and ins tall ed in accordan ce wi t h the a pplicable re quiremen ts of NFPA 91 , Standard f or F.xhan st S)'Stem.s for Air Couveyiug of Vapors, Cases, Mists, and Nou combustible Partiwlate Solids, except a s a mended by th e r e q ui reme nts of th is c hapte r. 5.2* Performance Requirements. Eac h spray area s hall be provide d with m ech anical ve ntilation tha t is capable of confin- ing and removing va pors and mists to a safe locatio n and is ca pable of confi n in g and contro ll ing combustible residues, d u s ts, and depos its . T he con centration of the vapors and m ists in th e ex h aus t str eam of th e I'C ntilatio n syste m s hall no t exceed 25 percen t of th e lower n;unmable limit. Exception : In co nfined spaces, where ventilation might not be caJm ble ofiJroviding the necess m)' veu tilati on, a properl)' apfJiied inerti ng pro- cedure shall be fJcrmitt crlto be used. Su ch pro cedu res shall meet the ap- plicable Tequiremenls ofl\'FPA 69, Standard on Explosi on Prevention Sy stems, mrdshall be acceptable to th e authority havingjurisdictio u. 5.2 .1 Spray a re as equipped ''~th overspr.ty coll ectio n filt e rs sh a ll h ave vis ible g a uges, audible a larms, or an e!Tective inspection program t o ensu re th at th e r e quired ai r veloci ty is be ing maintaine d . 5.2.2 Powder Coating Systems. Powder coating S)'Ste m s a lso sh a ll m eet the r e quire m ents of Secti on 13 . 7. 5.2.3 Mech anical ve ntilatio n s h a ll be ke pt in operation at a ll t imes whil e spray opera t ions a r e being c o nduc ted a nd for a sufficient tim e thereafter to a ll ow the vapors from d t)•ing coated objects o r material and res idues to be exhaus te d . Wh ere spray operatio ns are conducted a utoma ti call y with o ut an attendant cons tant!)' on dut)', the operating controls o f the spray apparatus s ha ll be arrange d so t ha t the s pray apparatus cannot function unless the e xhaus t fa n s are ope rat ing. 5.3* l\lakc-u p Ai r . i\n adeq uate s uppl)' of cl ean m a ke-up air sh a ll be p rov ided to compensate for the a ir ex h aus t e d from sp ray operations. The inta ke for this m a ke-up a ir s hall be located so that the a ir exh austed from spray operations is n ot recirc ul a ted. 5.4 Ro u ting of Exh a us t D ucts . Air exhau st ed from s pra)' o perations s ha ll be conducted by duc ts d irec tly to the out- s ide of the bui lding. Exhaust ducts s h a ll fo ll ow the m ost direct r o ute to the p o int of disc harge, but s hall not p ene- trate a lire wall. T h e exh aust disch a rge s h a ll be direc ted away fro m a n )' fres h air intakes. T h e ex h aust duct disc h a rge point s hall be at least G ft (1830 mm) fr om a ny exterior wal l o r roof. Th e exh a u st duct s h a ll not disc h arge in the directi o n 2000 Edition 33-1 2 SPRAY AP PLI CAT ION US I NG fl.A~I ~I AB L E OR COMBUSTII3 LF. MATERIALS of any combust ible co ns truc ti o n that is within 25 ft (7625 mm) of th e exhaust duct discharge point nor s h a ll it dis- c h arge in the direct ion of a n y unprotect e d openi ng in a n y n oncombustibl e or limited-combus t ib le construc ti o n th a t is within 25 fl (7625 mm) of the exhau s t du e l d isc h a rge poi nt. 5.5 Rec irc ul ation of Exhaust. 5.5.1 Air exhaus ted from spray areas sh a ll not be recirculated. Ex ception: Air exhausted from a spray operation shalL be permitted to be recirculated as malle-ufJ air fo r an rt1111Wil11ed spray operation or cascaded to subsequent rmmmmed spray opera tions, fnovided all of th e following conditions have been mel: (a)* So lid f)(lrticttlat es have been removed from the recirwla terl rm: (b) Tire concentmtion of va fJOil in the exhaust ahltream do not exceer/25 percent of th e /ow erjlammab/e limit. (c) l.isted equipmen t is used to monitor th r concrntmtion of vapors in all e:duw st airstreams. (d ) An alarm wilL sou nd and the spray operation will automati- call)• sh ut (/own if the concenlmtion of rmy vafJor in th e exhaust air- stream exceeds 25 {1erce nt of th e /owerjlamllutble lim it. (e) Equipment installed to process anclll!move contaminants from th e air exha'llsled from S/)l'(l)' operations is appm ved b)• the authorit)• havingjwisdiction. 5.5. 2 * T h e p r ovisions of 5.5.1 sh a ll n ot d isa ll ow the use o f recirc ul a ted a ir lo occupied s paces. However, o th e r re quire- ments a ddress ing the toxic ity and th e permi ssible exposme lim its s h a ll a lso a p p ly. 5.6 Manifolding of Exhau st Ducts. Individ u a l s pray booths s h all be separately ducte d to the buil ding exteri or. Exception No. 1: Multiflle cabinet sfJray booths whose combined fivn- tal area does uol excel!ll 18 f(! (I . 7m2 ) slwll be perm iller/ to be mani- folded, if ril e S/Jrrt)'ed matelia/s used will not rea ct and cause ignition of th e •~sitlue in thedrtc/s. HxcefJ/io n No. 2:* 1\fltere tll!alment of exha ust is necessa ry for air pol- lution con trol orjo r energy consenl((tion, dli cts shall be pennilled to be manifolded if all of the following co nditions are mel: (a) Th e SfJmyed materials used will not react am/ ca use ignition of the residue in lite du cts. (b) No niti'Ocellulose-bas ed finishing mate 1ial is used. (c) An air-cleaning S)'S tem is p1V11idl!ll to reduce th e amount of 011erspra)• carried into tir e du ct manifold. (d) Automatic sfJrinlder f11 vtection is {Jrol!ided at the junction of each booth exhaust with the manifold, in addilio•• to the protection requill!tl b)• Chapter 7. (e) He iiiStallation is apfJrOved b)' the authorit)' luwingjurisdic- tion. 5.7 Materials o f Construction. Ex ha us t ducts and fa s teners s h a ll be constructed of steel. T:xceptio n: Oth er materials of co nstmcl ion shall be fJ ennitterl to be used in cases whell! the conl!eyecl matelials ml! not compatible with steel. 5.8* Support of Exhaust Ducts. Exhaus t ducts shall be supported to pre1 ·ent collapse under fire conditions. 5.8 .1 Duct supports s ha ll be des ign ed to carry th e weigh t of the d uct system itself, p lus the antici p a ted weight of any resi- dues. If sprinkle r pro tection is provided inside th e duct S)'S- 2000 Edition tem, then the duct suppo rt s a lso shall be d es igned to ca rr y th e an ti c ipated weight of a ny acc umula tion of spr inkler di sc ha r ge. 5.8.2 Hangers and s upports shall be fastened sec ure ly to the bui ld i ng o r t o th e st ruc ture to avo id ~~brat io n a nd stress o n th e duct syste m . 5 .8.3 Hangers and supports shall be designed to allow for expan sio n and contraction. 5.8.4 Exhaus t ducts shall not use building wa ll s, noors, ceil - ings, o r roofs as compo n e nt p arts. 5.9 Exha ust Duct C ross Section . Exhaust ducts s hall be per- mitte d to b e rou n d , rec tangular, o r a ll )' o th e r s uit able s hape. The)' sh a ll b e provided wi th doors, pane ls, or oth e r means to fa ci litate in specti o n , maintenance, cl ean ing, a nd access to fire p rotecti o n devices . 5.10 Exha ust Fans and Drives. 5.10.1 The rotatin g element of th e exh aust fan s hall be non- ferrous or the fa n shall be constructed s o th a t a shift of th e impell e r or shaft wi ll not permit two fe r rous parts of th e fan to rub o r strike. T h ere s h a ll be am ple cleara nce betwee n th e rotat in g element a nd fan casing to avoid a fire by frict io n , nec- essary allowances being made for ordi nal)' ex pansion a n d loading and t o prevent colll act b e tween movin g parts a nd the duc t or fan housing. Fan blades s h all be mounted on a s h aft th at is s uffi ciently h eavy to maimain a lignment even wh e n the bl ades of the fan a r e h eavil y load ed . All bearings s hall be o f the self-lubri cati ng type or sh all be lubricated from a point o utsid e the duct and preferably s h all b e located o utside the duct and th e booth. 5 .1 0.2 Electri c m otors that drive exh a ust fans s hall not be placed inside any sp ra y a r ea unless th ey meet the provisions of 4.2.2. 5.10.3 Belts s hall n ot en te r any spray area unless th e belt a nd pull ey within th e s prar a rea a r·e complete ly enclosed. 5.11 "' Drying Are as. Fresh!)' sprayed work pieces s h al l b e dried on ly in spaces th at are l'en ti la tecl to p r event tir e con- centra ti on of vapors from exceed ing 25 perce nt o f th e lower flammabl e limit. (See also ClwfJIP.r 1 /.) C hapter 6 Storage, Handling, a nd Distribution of Flammable a nd Combustib le Liquids 6.1 * Gener al. Stor age, h a ndling, and mixing o f flammab le a n d combustible li quids s h all m eet all the applicable require- m e n ts of NFPA 30, Flammable a11d Combwtible Uquids Code. Storage, h andlin g, a nd mi xing of Oammable and combustible liquids a t process a r eas sh a ll a lso meet th e requirements of this chapter. 6.2 Storage in Process Areas. 6.2.1 There s hall be n ot more th an three approved flamma- bl e liq u id storage cabinets in any sing le p rocess area withou t th e a pprova l of th e a uthority havi n g jurisdi ct io n . Storage cab - in e ts shall be li sted o r shall be d es ig n ed a nd construc ted to meet t he re q ui rem e nts of NFPA 30, Flammable mul Combustible Uq11ids Code. Any si n gle cabi ne t shall cont ain n ot more than 120 gal (454 L ) of Class I, Class II , o r Class lilA liquids, of which not rno re than 60 gal (227 L) s hall be C lass I a n d C lass ll liquids. Safety Cabinets FOR FLAMMABLES 25407 NX25450 ~JU5TRITE ® FLkU~AslE I Nil~WASlE ~Nfl!,~~ Cabin et and Can Value Package! St a ndard yell ow fl a mm ab les cabinet s with lever h andle are combined with o ur p o pu la r 5-gallon , Ty pe I saf e t y cans f or an unbeatable value. Value pack ages are ava ilab le i n 3 0 -gallon cab in et s with six cans, o r 4 5-gallon cabinets wit h nin e can s . See p age 63 fo r safet y can details. 10801 Yellow Cabinet and Can Value Packages Cabinet and Can Capa city Ext. Dimensions ApprovJLstg . Lev er Handle Number (Ganons) H xWxD Regulation• Model No. 25300 cabinet with six 10801 cans 30 44" X 43" X 18" FM,UL,N,O 25307 25302 cabi net with six 10801 cans 30 44 " X 43 " X 18 ' FM,N,O,U SC25307 25450 ca binet with nine 10801 cans 45 65" X 43" X 18' FM,UL,N,O 25407 25452 cabinet wit h nine 108 01 cans 45 65 ' X 43 ' X 18 ' FM,N,O,U SC25407 Double-wall Cabinets with 2" of bigb-density insulation witbstand tb e most stringe nt fire tes ti ng. Wh en o nly the bes t wi ll do, lo o k t o Justrite's ULC listed cab ine ts whi ch com p ly w ith O SHA an d NF PA as well as the st rict testing requirem ents of t he National Fi re Co d e of Can ad a. Wi th a fu ll 2 " of hig h density insulation wi thi n t he wall s, doors , cei li ng an d fl oo rs and i ntum escent tape (w hich ex p ands to eight ti mes its vol ume to seal t he doors) these cabinets ass ure the utmos t i n prot ec ti on. Other p rem ium features in clude a superior p owder coat p ain t fini sh over rugg ed , u nitized , 18-ga uge welded steel, a 2" leakproof spill containme nt sill , adjust able sp i ll -cat ch er she lves, vent o p enings w i t h f lame arre ste rs , level ing feet and a t hre e-point lock f or security. Premium Insulated Cabinets, ULC Listed Number of Doors and Style 2 door. manual 2 door, manual Capac ity (Gallons) 30 45 Ext. Dimensions HxW x D 44" X 43' X 18' 65 ' X 43 ' X 18 ' ·see page 10 tor Regula tion Key. Adjustabl e Shelves 1 2 Approv/Lstg. Regulation• FM.ULC,N,O FM,ULC,N,O Lever Handle Model No. NX25300 NX25450 1-847-298-9250 • 1·800-798-9250 • Fax: 1·847·298·3429 • www.justritemfg.com 22 Valtec® Pre-catalyzed Self-Seal Water White Lacquers Valspar's VALTEC® Pre-catalyzed Self-Seal Water White Lacquers are premium quality finishes formulated for excellent durability and ease of use. FEATURES • Easy to use and apply with excellent flow and build characteristics • Fast drying • Excellent clarity • Excellent mar, water, solvent and general chemical resistance • Enhanced UV protection • Passes all KCMA performance standards when applied properly • No catalyst required • HAPs-Compliant • HAPs-Free and low-VOC formulations available • Compatible with Valspar Wood Finishes color systems • Complete self-seal system or may be used with a companion sealer, when desired • Easy to sand with excellent recoatability Authorized Distributor 2Al4 Ya1VT150 BENEFITS • Ready-to-spray • Can be applied by conventional air- spray, airless or air-assised airless equipment • Excellent durability and physical properties • Premium single component finish TYPICAL APPLICATIONS • Versatile coating for use with all gener- al interior wood finishing • Ideal for cabinets, tables, furniture and other interior wood surfaces where an extra durable and easy to use finish is desired Vallee® Pre-catalyzed Lacquers are available in clear and white systems. Allow us to show you how Valspar's professional products, rapid response and customer focus will help provide the best wood finishing solutions. For more information, contact an authorized Valspar Wood Finishes distributor or visit our website. www.valsparwood.com The Valspar Corporation Material Safety Data Sheet 1. PRODUCT AND COMPANY IDENTIFICATION Material Identification Product 10: Product Name: Product Use: Print date Revision Date Company Identification The Valspar Corporation 11 01 Third Street South Minneapolis, MN 55415 Manufacturer's Phone : 24-Hour Medical Emergency Phone: NUF3002 VALTEC PC SS WW LAC 680 LH-20 Paint product. 19/Aug/2006 19/Aug/2006 1-612-332-7371 1-888-345-5732 2 . COMPOSITION /INFORMATION ON HAZARDOUS INGREDIENTS Common Name f'\pprox. Chemical name CAS-No. Weight % BUTYL ACETATE ~5-30 n-Butyl acetate 123-86-4 ETHANOL ~4-17-5 15-20 Ethyl alcohol rroLUENE 5-10 rroluene 108-88-3 DIMETHYL KETONE 5-10 !ACETONE ~7 -64-1 PROPRIETARY RESIN 5-10 PROPRIETARY RESIN ISOPROPYL ALCO HOL 1 - 5 Isopropyl alcohol ~7-63 -0 ISOBUTYL ALCOHOL 1 -5 Isobutyl a lcohol 78-83-1 N-BUTYL ALCOHOL 1 - 5 n-Butyl alcoho l 171-36-3 f><YLENE 1 -5 fXylenes (o-, m-, p-isomers) 1330-20-7 N-PROPYL ACETATE 1 - 5 n-Propyl acetate 109-60-4 ETHYLBENZENE .1 - 1 Ethyl benzene 100-41-4 FORMALDE H YDE .1 - 1 Formaldehyde ~0-00-0 If this section is blank there are no hazardous components per OSHA guidelines . 3 . HAZARDS IDENTIFICATION Primary Routes of Exposure : Product ID : NUF3002 Page 1 /9 3. HAZARDS IDENTIFICATION Inhalation Ingestion Skin absorption Emergency Overview: This section not in use. This product contains ingredients that may contribute to the following potential acute health effects: Inhalation Effects: Harmful if inhaled. May affect the brain, nervous system, or respiratory system, causing dizziness, headache, nausea or respiratory irritation. Eye Contact: Corneal Injury/eye damage. May cause eye burns. Causes eye irritation. Skin Contact: Contains a component which is a known or suspected skin sensitizer. Harmful if absorbed through the skin. Acute Ingestion: None known Other Effects: May cause central nervous system depression. May cause kidney damage. May cause liver damage. This product contains ingredients that may contribute to the following potential chronic health effects: Notice: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. This product contains ingredients which may produce an allergic respiratory response. Treat as a respiratory sensitizer. May cause eye damage and pain. Contains a component which is a known or suspected skin sensitizer. Possible birth defects hazard. Contains ingredients which may cause birth defects based on animal data. May cause kidney damage. May cause liver damage. Suspect cancer hazard. Contains ingredients which may cause cancer. Risk of cancer depends upon the duration and level of exposure. Possible sensitization. Contains formaldehyde which is considered a potential carcinogen by the Occupational Health and Safety Administration. Hearing loss. See Section 11 for toxicological information about Mutagens, Teratogens and Carcinogens. If this section is blank, no information is available. 4. FIRST AID MEASURES Inhalation: If affected by inhalation, move victim to fresh air. If symptoms persist, seek medical attention. If inhaled, remove to fresh air. If not breathing give artificial respiration, preferably mouth-to-mouth. If breathing is difficult give oxygen. Get medical attention. Eye Contact: In case of contact, or suspected contact, immediately flush eyes with plenty of water for at least 15 minutes and get medical attention immediately after flushing. Skin Contact: In case of contact, immediately flush skin with plenty of soap and water for at least 15 minutes. If irritation persists get medical attention. Remove contaminated clothing and shoes. Wash clothing before reuse. Thoroughly clean contaminated shoes. Product ID: NUF3002 Page 2/9 Ingestion: . If swallowed , do not induce vomiting. Give large quantities of water If available, give several glasses of m1lk Never g1ve anything by mouth to an unconscious person. Get medical attention immediately. If swallowed, get medical attent1on immediately. Get immediate medical attention. Medical conditions aggravated by exposure: Any respiratory or skin condition. 5. FIRE FIGHTING MEASURES Flash point (Fahrenheit): Lower explosive limit: Upper explosive limit: Autoignition temperature: Sensitivity to impact: Sensitivity to static discharge: Hazardous combustion products: Unusual fire and explosion hazards: 0' F ( -18' C) TCC/PM 1% 21% Not available. ' F ( ' C) No. Subject to static discharge hazards. Please see bonding and grounding information in Section 7. See Section 10. Contaminated rags, wipes, saw dust, etc., may catch fire spontaneously. Store waste under water in closed metal containers until disposed of in compliance with applicable regulations. Contains oxidizable materials. Extinguishing media: Carbon dioxide, dry chemical, foam and/or water fog. Fire fighting procedures: Use water spray to cool nearby containers and structures exposed to fire. Firefighters should be equipped with self- contained breathing apparatus and turn out gear. 6. ACCIDENTAL RELEASE MEASURES Action to be taken if material is released or spilled: Ventilate area. Avoid breathing of vapors. Use self-containing breathing apparatus or airmask for large spills in a confined area. Wipe, scrape or soak up in an inert material and put in a container for disposal. See section 5, "Unusual Fire and Explosion Hazards", for proper container and storage procedures. Remove sources of ignition. Remove with inert absorbent and non sparking tools. Avoid all personal contact. 7. HANDLING AND STORAGE Precautions to be taken in handling and storage: Keep away from heat, sparks, and flames. Keep container closed when not in use. Do not store above 120 degrees F. (49 degrees C). Based on flash point and vapor pressure, suitable storage should be provided in accordance with OSHA regulation 1910.106, Ontario OH&S regulation 851 section 22. Empty containers may contain product residue, including flammable or explosive vapors. Do not cut, puncture or weld on or near container. All label warnings must be observed until the container has been commercially cleaned or reconditioned. If the product is used near or above the flash point, an ignition hazard may be present. Activities, uses, or operations which liberate vapor (such as mixing or free fall of liquids) may also present an ignition hazard. Please ensure containers and other interconnected equipment are properly bonded and grounded at all times. 8. PERSONAL PROTECTIVE EQUIPMENT AND EXPOSURE CONTROLS Personal Protective Equipment Eye and face protection: Avoid contact with eyes. Wear chemical goggles if there is the possibility of contact or splashing in the eye. Skin protection: Gloves: Neoprene or other nonporous. Neoprene or plastic apron and protective clothing covering exposed skin areas. Product 10: NUF3002 Page 3/9 Respiratory protection: If exposure cannot be controlled below applicable limits, use the appropriate NIOSH approved respirator such as an air purifying respirator with organic vapor cartridge and dusVmist filter. Consult the respirator manufacturer's literature to ensure that the respirator will provide adequate protection. Read and follow all respirator manufacturer's instructions. Ventilation Required when spraying or applying in confined area. Ventilation equipment should be explosion proof. Eliminate ignition sources. Exposure Guidelines OSHA Permissible Exposure Limits (PEL's) pommon Name A.pprox. WA (final) Ceilings limits (final) Skin designations ~AS-No. Weiaht% BUTYL ACETATE <5-30 1 0 mg/m' 150 ppm 123-86-4 ETHANOL 15-20 1900 mgim' 1000 ppm 64-17-5 OLUENE 5-10 200 ppm 300 ppm 108-88-3 DIMETHYL KETONE 5-10 2400 mg/m' 1000 ppm 67-64-1 b~OPROPYLALCOHOL 1 - 5 980 mg/m' 400 ppm 7-63-0 ISOBUTYL ALCOHOL 1 -5 300 mg/m' 1 00 ppm 78-83-1 N-BUTYL ALCOHOL 1 - 5 300 mgim' 100 ppm 1-36-3 .... YLENE 1 - 5 35 mg/m' 1 00 ppm 1330-20-7 N-PROPYL ACETATE 1 - 5 840 mg/m' 200 ppm 109-60-4 ETHYLBENZENE .1 - 1 35 mgim' 1 00 ppm 100-41-4 FORMALDEHYDE .1 -1 0.75 ppm 150-00-0 ACGIH Threshold Limit Value (T LV's) Common Name f".pprox. WA ~TEL ~eiling limits ~kin designations ~AS-No. Wei!lht% BUTYL ACETATE ~5-30 150 ppm [<00 ppm 123-86-4 ETHANOL 15-20 1000 ppm 64-17-5 OLUENE 5-10 50 ppm Can be absorbed 108-88-3 hrouah the skin. DIMETHYL KETONE 5-10 500 ppm 50 ppm 67-64-1 ISOPROPYL ALCOHOL 1 - 5 two ppm ~00 ppm 67-63-0 ISOBUTYL ALCOHOL 1 - 5 50 ppm 78-83-1 N-BUTYL ALCOHOL 1 - 5 20 ppm 71-36-3 "YLENE 1 - 5 100 ppm 150 ppm 1330-20-7 Product ID: NUF3002 Page 4/9 f::ommon Name CAS-No. jApprox. !Weight% fTWA ~TEL ~ailing limits l5kin designations N-PROPYL ACETATE 1 • 5 109-60-4 ~00 ppm f<SO ppm ETHYLBENZENE .1 . 1 100 ppm 125 ppm 100-41-4 FORMALDEHYDE M-oo-o 1 • 1 [0.3 ppm If this section is blank, no information is available. 9. PHYSICAL PROPERTIES Odor: Physical State: pH: Vapor pressure: Vapor density (air= 1.0): Boiling point: Solubility in water: Coefficient of water/oil distribution: Density (lbs per US gallon): Specific Gravity Evaporation rate (butyl acetate = 1.0): 10. STABILITY AND REACTIVITY Stability Conditions to Avoid: Incompatibility: Hazardous Polymerization: Hazardous Decomposition Products: Sensitivity to static discharge: Normal for this product type. Liquid Not determined. 182 mmHG@ 68' F ( 20' C) 4 133' F ( 56' C) Insoluble. Soluble Not determined. 7.7 .92 5.6 Stable None known. Strong oxidizers. None anticipated. Carbon monoxide and carbon dioxide. Nitrogen compounds. Subject to static discharge hazards. Please see bonding and grounding information in Section 7. 11. TOXICOLOGICAL INFORMATION Mutagens: f::ommon Name /'-PProx. !California Prop 65 ·Developmental Falifornia Prop 65 . Reproductive leAS-No. Weight% lroxicitv Male) OLUENE 5. 10 Listed: January 1, 1991 108-88-3 Developmental toxin. Teratogens: Carcinogens: Contains ethylbenzene, which has been determined by NTP to be an animal carcinogen with no known relevance to humans. IARC has classified ethylbenzene as possibly carcinogenic to humans (2b) on the basis of sufficient evidence of carcinogenicity in laboratory animals but inadequate evidence of cancer in humans. Product ID: NUF3002 Page 5/9 Pommon Name 11\pprox. IARC Group 1 · Human IARC Group 2A ·Limited IARC Group 28 • k:AS·No. IWeiaht% Evidence Human Data Sufficient Animal Data ETHYLBENZENE 1 " 1 Monograph 77. 2000 100-41-4 FORMALDEHYDE lso-oo-o .1 " 1 MONOGRAPH 62, 1995 Common Name Approx. NTP Known NTP Suspect NTP Evidence of CAS·No. Weiaht% Carcinoaens Carcino!'lens Carcinogenicity OLUENE 5" 10 MALE RAT· NO 108-88-3 EVIDENCE; FEMALE RAT· NO EVIDENCE; MALE MICE· NO EVIDENCE; FEMALE MICE· NO EVIDENCE. ETHYLBENZENE .1 " 1 male rat-clear evidence; 100-41 ·4 em ale rat-some evidence; male mice- some evidence; female mice-some evidence FORMALDEHYDE . 1 " 1 V\ilticipated carcinogen . M-00-0 !Common Name 11\pprox. J<>SHA Select IQSHA Possible Select 11\CGIH Carcinogens k:AS·No. IWeiaht% !carcinogens Carcinogens ~THYLBENZENE .1 " 1 GroupA3 Confirmed 100-41 ·4 !animal carcinogen with unknown relevance to humans. ~,ORMALDEHYDE . 1 " 1 Potential cancer hazard . Group A2 Suspected 0-00·0 human carcinoaen. If this section is blank, no information is available. 12. ECOLOGICAL DATA Not available at this time. 13. DISPOSAL CONSIDERATIONS Disposal should be made in accordance with federal, state and local regulations. 14. TRANSPORTATION INFORMATION U.S. Department of Transportation Proper Shipping Name: PAINT Hazard Class: 3 UN ID Number: UN1263 Packing Group: II 49 CFR Hazardous Material Regulations Parts 100-180 The supplier will apply the combustible liquid exception in 49 CFR 173.150(1), limited quantity or "does not sustain combustion" exceptions and consumer commodity rules, when authorized. Please check 49 CFR Parts 1 QQ. 180 to determine if the use of these exceptions applies to your shipments when re-shipping our products. Product ID: NUF3002 Page 6 I 9 International Air Transport Association: Proper Shipping Name: PAINT Hazard Class: 3 UN ID Number: UN1263 Packing Group: II International Maritime Organization: Proper Shipping Name: PAINT Hazard Class: 3 Non-Bulk UN ID Number: UN1263 Packing Group: II 15. REGULATORY INFORMATION US FEDERAL REGULATIONS· .. Common Name ~pprox. SARA 302 i>ARA 313 f::ERCLA RQ in lbs. CAS-No. Weight% BUTYL ACETATE 125. 30 5000 123-86-4 OLUENE 5-10 orm R reporting required 1000 108-88-3 or 1.0% de minimis [c:_oncentration p1METHYL KETONE b -10 5000 ~7-64-1 ISOBUTYL ALCOHOL 1 - 5 5000 178-83-1 N-BUTYL ALCOHOL 1 - 5 orm R reporting required 5000 171·36-3 or 1.0% de minimis concentration p<YLENE 1 - 5 orm R reporting required 100 1330·20·7 or 1.0% de minimis oncentration ETHYLBENZENE 1 - 1 orm R reporting required 1000 1 00·41-4 or 1.0% de minimis concentration FORMALDEHYDE .1 - 1 Listed. orm R reporting required 100 50-00-0 or 0.1% de minimis l;oncentration SARA 311/312 Hazard Class: Acute: Yes Chronic: Yes Flammability: Yes Reactivity: No Sudden Pressure: No U.S. STATE REGULATIONS: Product JD: NUF3002 Page 7/9 Pennsylvania Right To Know: TOLUENE N-PROPYL ACETATE BUTYL ACETATE XYLENE FORMALDEHYDE ETHANOL ISOPROPYL ALCOHOL DIMETHYL KETONE N-BUTYL ALCOHOL ISOBUTYL ALCOHOL PROPRIETARY RESIN Additional Non-Hazardous Materials PROPRIETARY ADDITIVE PROPRIETARY RESIN PROPRIETARY RESIN California Proposition 65: 108-88-3 109-60-4 123-86-4 1330-20-7 50-00-0 64-17-5 67-63-0 67-64-1 71-36-3 78-83-1 Trade secret Trade Secret Trade secret Trade Secret WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. Rule 66 status of product Not photochemically reactive. INTERNATIONAL REGULATIONS-Chemical Inventories TSCA Inventory: All components of this product are in compliance with U.S. TSCA Chemical Substance Inventory Requirements. Canada Domestic Substances List: All components of this product are listed on the Domestic Substances List. 16. OTHER INFORMATION HMIS Codes Health: Flammability: Reactivity: PPE: Abbreviations: 3 3 1 X-See Section 8 for Personal Protective Equipment (PPE). OSHA-Occupational Safety and Health Administration, IARC-International Agency for Research on Cancer, NIOSH- National Institute of Occupational Safety and Health, NTP-National Toxicology Program, ACGIH-American Conference of Governmental Industrial Hygienists, SCAQMD-South Coast Air Quality Management District, TSCA-Toxic Substances Control Act, lATA-International Air Transport Association, IMO-International Maritime Organization, DOT- Department ofTransportation, NA-Not applicable, NOT ESTAB-Not established, N.A.V.-Not available, RQ- Reportable quantity, WT-Weight, MG/CU M-Milligrams per cubic meter, G/L-Grams per liter, MM-Millimeters, MPPCF -Millions of particles per cubic foot, PPM-parts per million, PPT -parts per thousand, TCC/PM -Tag closed cup I Pensky-Martens, PB -Lead, PEL-Permissible exposure level, TWA-Time Weighted Average, STEL-Short term exposure limit, C-Celsius, F-Fahrenheit. Product 10: NUF3002 Page 8/9 Disclaimer: The data on this sheet represent typical values. Since application variables are a major factor in product performance, this information should serve only as a general guide. Valspar assumes no obligation or liability for use of this information. UNLESS VALSPAR AGREES OTHERWISE IN WRITING, VALSPAR MAKES NO WARRANTIES, EXPRESS OR IMPLIED, AND DISCLAIMS ALL IMPLIED WARRANTIES INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR FREEDOM FROM PATENT INFRINGEMENT. VALSPAR WILL NOT BE LIABLE FOR ANY SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES. Your only remedy for any defect in this product is the replacement of the defective product, or a refund of its purchase price, at our option. This MSDS contains additional information required by the state of Pennsylvania. Product 10: NUF3002 Page9/9 Valspar 901 W. Union Street Montebello, Ca. 90640 Phone: 323) 722-7511 Fax: 323) 725-3734 Weight per Gallon: Specific Gravity: % Solids by Weight(NVM): % Solids by Volume: % Water by Volume: VOC REPORT Product Number: Description: SUMMARY 7.68 0.92 26.12 20.04 0 %Water by Weight: 0 % Wt. Volatile Organic Content(VOC): 0 Volatile Organic Content( GIL): lb VOC/gal of Product: lb VOC/Ib of Solid: lb VOC/gal of Solid: lb VOC/gai(-Water&Exempts): lb VHAP/Ib of Solid: lb VHAP/gal Solid: lb HAP/Ib Solid: 655.27 0 0 0 NOT FOUND 0 4.02 0.4 NUF3004 VALTEC PC SS WW LAC 680 LH-40 Flash Point: 0 % Wt. Exempt Solvents: 8.5 Evaporation Rate: 5.6 Vapour Pressure mmHg@68F: 182 Vapour Density: 4 Boiling Point: Upper Explosive Limit: Lower Explosive Limit: Kg VOC/Itr of Product: Kg VOC/Kg of Solid: Kg VOC/Itr of Solid: 133 21 0 0 0 Kg VOC/Iiter(-Water&Exempts): NOT FOUND Kg VHAP/Kg of Solid: 0 lb HAP/gal Solid: 4.03 Note: Data are provided "as supplied" (as formulated) except for wood furniture coatings that release cure volatiles during the cure. These 2-part system values include the curing component and account for Methos 24 solids lose in reproting weight solids, and VOC BREAKDOWN CAS No. Description %Weight Exempt VOC 100-41-4 ETHYLBENZENE 0.28 108-65-6 PROPYLENE GLYCOL MONO METHYL ETHER ACETATE 0.01 108-88-3 TOLUENE 0 108-88-3 TOLUENE 8.8 109-60-4 N-PROPYL ACETATE 1.04 123-86-4 BUTYL ACETATE 25.86 1330-20-7 XYLENE 1.24 50-00-0 FORMALDEHYDE 0.18 64-17-5 ETHANOL 16.67 67-63-0 ISOPROPYL ALCOHOL 4.07 67-64-1 DIMETHYL KETONE 8.5 y 71-36-3 N-BUTYL ALCOHOL 2.59 78-83-1 ISOBUTYL ALCOHOL 3.37 8052-41-3 ALIPHATIC PETROLEUM DISTILLATES 0.04 This report is based in part on information provided to us by our raw material suppliers. Valspar makes no warranties, express or imlpied, with respect to this information and assumes no obligation or liability for use of this information. 10/8/2007 Graintone Plus™ Wipi.ng Stains Valspar"s GRAINTONE PLUS™ Wiping Stains are colorfast direct-to-wood interior stains specially formulated to highlight and enhance the natural beauty of all types of wood. FEATURES • Outstanding uniformity of color on maple and pine • Intense. rich color • HAPs-Compliant ·• Low-VOC formulations available • Compatible with all Valspar Wood Finishes sealers and self-sealing top- coat systems • Diverse ready-mixed color offerings with unlimited colors available through custom-tinting • Similar working properties for all colors in a series Authorized Distributor 2/04 VaiGT180 BENEFITS • Ready-to-apply • Intense, rich color tones • Deep color development • Outstanding uniformity of appearance • Can be applied by spray, brush or lint- free cloth • Excellent anti-settling characteristics TYPICAL APPLICATIONS • For use with all general interior wood finishing • Ideal for cabinets, tables, furniture and all other interior wood surfaces where rich color development is desired Graintone Plusm Wiping Stains are available in ten ready-mixed colors and a clear base. Allow us to show you how Valspars professional products, rapid response and customer focus will help provide the best wood finishing solutions. For more information, contact an authorized Valspar Wood Finishes distributor or visit our website. www.valsparwood.com The Valspar Corporation Material Safety Data Sheet 1. PRODUCT AND COMPANY IDENTIFICATION Material Identification Product ID : Prod uct Nam e: Pro du ct Use : Pri nt d ate Rev isio n Date Company Identification Th e Va lsp ar Co r pora tion 110 1 Th ird Street So ut h Minn eapoli s, MN 55 41 5 Man ufac tur er's Phone : 24 -Hour Med ical Emergency Phone: VWS0551 GRAI NTONE PLUS WP ST W HITE Paint pro duct. 23/Dec/2 006 22/Dec/2006 1-6 12-332-7371 1-888-3 45-5732 2. COMPOSITION /INFORMATION ON HAZARDOUS INGREDIENTS ~ommon Name k;AS-No. jApprox. Weight % Phemical name ~I NE RA L SPI RIT S ~47 42-47-8 140 -45 Petroleum disti llates, hy dro trea ted lig ht tf rade Secret Compone nt: 10-15 rritani um di ox ide EX EMPT MIN ERAL SP I RITS 10-15 Stodda rd so lve nt 18052-4 1-3 If this section is blank ther e are no hazardou s components per OSHA guid eli nes . 3. HAZARDS IDENTIFICATION Primary Routes of Exposure: In hala tion Ingestio n Ski n ab sor ptio n Emergency Overview : Th is sectio n not in us e . This product contains ingredients that may contribute to the following potentia l acute health effects : Inhalation Effects : Har mful if inh al ed . May affect the brain, nervous sys tem, or respi ra tory system, causing dizzi ness , headache, nausea or res p ira tory irrita tion . Eye Contact: May cause moderat e eye irritation . Skin Contact: May cause m oderate skin irri ta tion. Product ID: VWS 0551 Page 1 /6 Acute Ingestion: None known Other Effects: None known This product contains ingredients that may contribute to the following potential chronic health effects: Notice: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for toxicological information about Mutagens, Teratogens and Carcinogens. If this section is blank, no information is available. 4. FIRST AID MEASURES Inhalation: If affected by inhalation, move victim to fresh air. If symptoms persist, seek medical attention. Eye Contact: In case of contact, or suspected contact, immediately flush eyes with plenty of water for at least 15 minutes and get medical attention immediately after flushing. Skin Contact: In case of contact, immediately flush skin with plenty of soap and water for at least 15 minutes. If irritation persists get medical attention. Ingestion: If swallowed , do not induce vomiting. Give large quantities of water. If available, give several glasses of milk. Never give anything by mouth to an unconscious person. Get medical attention immediately. Medical conditions aggravated by exposure: Any respiratory or skin condition. 5. FIRE FIGHTING MEASURES Flash point (Fahrenheit): Lower explosive limit: Upper explosive limit: Autoignition temperature: Sensitivity to impact: Sensitivity to static discharge: Hazardous combustion products: Unusual fire and explosion hazards: 105° F ( 41° C) TCC/PM 1% 6% Not available. ° F ( ° C) No. Can be sensitive to static discharge hazards. Please see bonding and grounding information in Section 7. See Section 1 0. Contaminated rags, wipes, saw dust, etc., may catch fire spontaneously. Store waste under water in closed metal containers until disposed of in compliance with applicable regulations. Contains oxidizable materials. Extinguishing media: Carbon dioxide, dry chemical, foam and/or water fog. Fire fighting procedures: Use water spray to cool nearby containers and structures exposed to fire. 6. ACCIDENTAL RELEASE MEASURES Product 10: VWS0551 Page 2/6 6. ACCIDENTAL RELEASE MEASURES Action to be taken if material is released or spilled: Ventilate area. Avoid breathing of vapors. Use self-containing breathing apparatus or airmask for large spills in a confined area. Wipe, scrape or soak up in an inert material and put in a container for disposal. See section 5, "Unusual Fire and Explosion Hazards", for proper container and storage procedures. Remove sources of ignition. Remove with inert absorbent and non sparking tools. Avoid contact with eyes. 7. HANDLING AND STORAGE Precautions to be taken in handling and storage: Keep away from heat, sparks, and flames. Keep container closed when not in use. Do not store above 120 degrees F. (49 degrees C). Based on flash point and vapor pressure, suitable storage should be provided in accordance with OSHA regulation 1910.106, Ontario OH&S regulation 851 section 22. Empty containers may contain product residue, including flammable or explosive vapors. Do not cut, puncture or weld on or near container. All label warnings must be observed until the container has been commercially cleaned or reconditioned. If the product is used near or above the flash point, an ignition hazard may be present. Activities, uses, or operations which liberate vapor (such as mixing or free fall of liquids) may also present an ignition hazard. Please ensure containers and other interconnected equipment are properly bonded and grounded at all times. 8. PERSONAL PROTECTIVE EQUIPMENT AND EXPOSURE CONTROLS Personal Protective Equipment Eye and face protection: Avoid contact with eyes. Wear chemical goggles if there is the possibility of contact or splashing in the eye. Skin protection: Appropriate chemical resistant gloves should be worn.To prevent skin contact wear protective clothing covering all exposed areas. Respiratory protection: If exposure cannot be controlled below applicable limits, use the appropriate NIOSH approved respirator such as an air purifying respirator with organic vapor cartridge and dusVmist filter. Consult the respirator manufacturer's literature to ensure that the respirator will provide adequate protection. Read and follow all respirator manufacturer's instructions. Ventilation Required when spraying or applying in confined area. Ventilation equipment should be explosion proof. Exposure Guidelines OSHA Permissible Exposure Limits (PEL's) pommon Name k;AS-No. Approx. Weiaht% [TWA (final) Ceilings limits (final) Skin designations rade Secret Component: 10-15 15 mg/m' Total dust. EXEMPT MINERAL SPIRITS 10-15 ~900 mg/m' 500 ppm ~52-41-3 ACGIH Threshold Limit Value (T LV's) pommon Name k:AS-No. Approx. Weight% [TWA STEL Ceiling limits ~kin designations rade Secret Component: 10-15 10 mg/m' EXEMPT MINERAL SPIRITS 10-15 100 ppm 8052-41-3 Product 10: VWS0551 Page 3 I 6 If this section is blank, no information is available. 9. PHYSICAL PROPERTIES Odor: Physical State: pH: Vapor pressure: Vapor density (air~ 1.0): Boiling point: Solubility in water: Coefficient of water/oil distribution: Density (lbs per US gallon): Specific Gravity Evaporation rate (butyl acetate ~ 1.0): 10. STABILITY AND REACTIVITY Stability Conditions to Avoid: Incompatibility: Hazardous Polymerization: Hazardous Decomposition Products: Sensitivity to static discharge: 11. TOXICOLOGICAL INFORMATION Mutagens: Teratogens: Carcinogens: Normal for this product type. Liquid Not determined. 2 mmHG @ 68' F ( 20' C) 5.1 277' F ( 136' C) Insoluble. Not determined. 8.21 .98 .1 Stable None known. Strong oxidizers. None anticipated. Carbon monoxide and carbon dioxide. Can be sensitive to static discharge hazards. Please see bonding and grounding information in Section 7. Contains TI02 which is listed by IARC as a possible human carcinogen (Group 2B) based on animal data. Long term animal studies nor human epidemiology studies of workers exposed to TI02 provide an adequate basis to conclude TI02 is carcinogenic. TI02 is not classified as a carcinogen by NTP, U.S. OSHA, or the U.S. EPA. pommon Name Approx. IARC Group 1 -Human IARC Group 2A-limited IARC Group 28 -~AS-No. Weight% Evidence Human Data Sufficient Animal Data rade Secret Component: 10-15 ~B Possible Carcinogen If this section is blank, no information is available. 12. ECOLOGICAL DATA Not available at this time. 13. DISPOSAL CONSIDERATIONS Disposal should be made in accordance with federal, state and local regulations. Product 10: VWS0551 Page 4 I 6 14. TRANSPORTATION INFORMATION U.S. Department of Transportation Proper Shipping Name: PAINT Hazard Class: COMBUSTIBLE LIQUID UN ID Number: UN1263 Packing Group: Ill 49 CFR Hazardous Material Regulations Parts 100-180 The supplier will apply the combustible liquid exception in 49 CFR 173.150(1), limited quantity or "does not sustain combustion" exceptions and consumer commodity rules, when authorized. Please check 49 CFR Parts 10 0-180 to determine if the use of these exceptions applies to your shipments when re-shipping our products. International Air Transport Association: Proper Shipping Name: PAINT Hazard Class: 3 UN ID Number: UN1263 Packing Group: Ill International Maritime Organization: Proper Shipping Name: PAINT Hazard Class: 3 Non-Bulk UN ID Number: UN1263 Packing Group: Ill 15. REGULATORY INFORMATION U.S. FEDERAL REGULATIONS: SARA 311/312 Hazard Class: Acute: Yes Chronic: Yes Flammability: Yes Reactivity: No Sudden Pressure: No U.S. STATE REGULATIONS: Pennsylvania Right To Know: PROPRIETARY PIGMENT MINERAL SPIRITS EXEMPT MINERAL SPIRITS Additional Non-Hazardous Materials PROPRIETARY RESIN PROPRIETARY OIL PROPRIETARY RESIN Rule 66 status of product Trade Secret 64742-47-B 8052-41-3 Trade Secret Trade Secret Trade Secret Not photochemically reactive. INTERNATIONAL REGULATIONS-Chemical Inventories TSCA Inventory: Canada Domestic Substances List: Product ID: VWS0551 All components of th'1s product are in compliance with U.S. TSCA Chemical Substance Inventory Requirements. All components of this product are listed on the Dam estic Substances List. Page 5/6 16. OTHER INFORMATION HMIS Codes Health: Flammability: Reactivity: PPE: Abbreviations: 2 2 1 X· See Section 8 for Personal Protective Equipment (PPE). OSHA-Occupational Safety and Health Administration, IARC-International Agency for Research on Cancer, NIOSH - National Institute of Occupational Safety and Health, NTP-National Toxicology Program, ACGIH-American Conference of Governmental Industrial Hygienists, SCAQMD-South Coast Air Quality Management District, TSCA-Toxic Substances Control Act, lATA-International Air Transport Association, IMO-International Maritime Organization, DOT- Department of Transportation, NA-Not applicable, NOT ESTAB-Not established, N.A.V. -Not available, RQ - Reportable quantity, WT-Weight, MG/CU M -Milligrams per cubic meter, Gil-Grams per liter, MM -Millimeters, MPPCF-Millions of particles per cubic foot, PPM-parts per million, PPT-parts per thousand, TCC/PM-Tag closed cup I Pensky-Martens, PB-Lead, PEL-Permissible exposure level, TWA-Time Weighted Average, STEL-Short term exposure limit, C-Celsius, F-Fahrenheit. Disclaimer: The data on this sheet represent typical values. Since application variables are a major factor in product performance, this information should serve only as a general guide. Valspar assumes no obligation or liability for use of this information. UNLESS VALSPAR AGREES OTHERWISE IN WRITING, VALSPAR MAKES NO WARRANTIES, EXPRESS OR IMPLIED, AND DISCLAIMS ALL IMPLIED WARRANTIES INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR FREEDOM FROM PATENT INFRINGEMENT. VALSPAR WILL NOT BE LIABLE FOR ANY SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES. Your only remedy for any defect in this product is the replacement of the defective product, or a refund of its purchase price, at our option. This MSDS contains additional information required by the state of Pennsylvania. Product 10: VWS0551 Page 6/6 Va/spar 901 W. Union Street Montebello, Ca. 90640 Phone: 323) 722-7511 Fax: 323) 725-3734 Weight per Gallon: Specific Gravity: % Solids by Weight(NVM): % Solids by Volume: % Water by Volume: VOC REPORT Product Number: Description: SUMMARY 8.13 0.97 43.48 29.38 0.4 % Water by Weight: 0.41 % Wt. Volatile Organic Content(VOC): 56.12 Volatile Organic Content( GIL): lb VOC/gal of Product: lb VOC/Ib of Solid: lb VOC/gal of Solid: lb VOC/gai(-Water&Exempts): lb VHAP/Ib of Solid: lb VHAP/gal Solid: lb HAP/Ib Solid: 548.71 4.56 1.29 15.53 4.58 0.01 0.07 0.01 VWS0551 GRAINTONE PLUS WP ST WHITE Flash Point: 105 % Wt. Exempt Solvents: 0 Evaporation Rate: 0.1 Vapour Pressure mmHg@68F: 2 Vapour Density: 5.1 Boiling Point: 277 Upper Explosive Limit: 6 Lower Explosive Limit: Kg VOC/Itr of Product: 0.55 Kg VOC/Kg of Solid: 1.29 Kg VOC/Itr of Solid: 1.86 Kg VOC/Iiter(-Water&Exempts): 0.55 Kg VHAP/Kg of Solid: 0.01 lb HAP/gal Solid: 0.07 Note: Data are provided "as supplied" (as formulated) except for wood furniture coatings that release cure volatiles during the cure. These 2-part system values include the curing component and account for Method 24 solids loss in reported weight solids and VOC. BREAKDOWN CAS No. Description %Weight Exempt VOC 100-41-4 ETHYLBENZENE 0.05 1330-20-7 XYLENE 0.21 64742-47-8 MINERAL SPIRITS 42.47 64742-48-9 NAPHTHA 0.93 71-36-3 N-BUTYL ALCOHOL 0.04 8052-41-3 NAPHTHA 0 8052-41-3 EXEMPT MINERAL SPIRITS 12.37 96-29-7 2-BUTANONE OXIME 0.05 This report is based in part on information provided to us by our raw material suppliers. Valspar makes no warranties, express or implied, with respect to this information and assumes no obligation or liability for use of this information. 10/8/2007 MONARCH® Pre-Engineerecl Dry Chemical System ... _. Vehicle andbtdus(l'l(ll P~ititSpl:aylJqotlt.~ _. Open F O(Jed1ndu.~triclf Pl!in(Spray]Jootlt\~ _. Geneml.lndustrial TotalFloeding .• ·. _. Genemllndustrial Lecal;ipplicttfi(Jn Close attention to product p~rformance and customer satisfaction has fired up some commercial-sized advantages with .tlte MONARCH Pre-Engineered Dry Chemical Systelil, _. Superior /{fter·Sale Setvi(;t!amf 1l;cbnicalSitpport _. l/nheatuh.le 8 by 12 jf .. (2.4X.3;711t) S'creeniug-Cot•entKf _ :_:,<. __ :,'':<:: __ ::: ->_,--- _. Overhead ProtectionliJ!M 20/t.(fi.lin) ·. -ldealfor Tr11ck Booths .·.··.· •. _. Side. Wall Nozzle Slticking(l! Uf!liiniledfleigllt., _. Side· Wall N11zzle l'roteciionforEtllH'ilterea Standard Vehicle Booth _. Superior /)act and PleiJUIII C!n•etage _. Ettemled.Nozzle Ctwert~geMeans Pe.werTafik, and. Lower Cost . :·· . ·•· . . . > . · _. • Tanks Can Be Distrihul~!f iTroumlProtectedArett _.. lJafancM('iping Flexibi/i(;• ....... ·· .•.•. ·•. . . .... Easy·/mraflotion "'Fe•v.l'ij)ingLimltations MONARCH systems offer b.tea.ktlttough technology il1 the iudus!ry:~ l)to,~tflexib/e an4 effective fircsuppressioiJ sysleiJt• The fire · extinguishing agent is dry l!QlW!ical lt'/l.ich, pound for pound, suppresses more fire tll.all it11y other agent. · . . MONARCH lndttstrial$,vst(!msltavebetm tested and approved in accordance•wltltULan4 applicable NFPA standttrds. Pyr(j•Cife111 autlwrized distributorsh.ave beell.exteusively trained in system design, installation and maintenance, Industrial and automotive commercial environments can dt•velop a truckload of potential fire hazards. Hazardous material storage areas and commercial paint spray booths todav involl'e highly flammable liquids. creating an environment in which }ire is always a threat. Fumes can build up. chemicals can leak or spill. Add a11 ignition source a11d it becomes a potential~v devastating combination. 1/jire occurs. systems must be shut o.ffand alarms and other electrical del'ices must be actil'ated The MONARCH Pre" Engineered D1y Chemical System can protect a dil'erse range of' hazard areas and perf'orm all the 11ecessary auxiliwy ji1nct ions. The MONARCH Svstem delivers a surplus of cost effective fire protection components. ~ Automatic detection and actuation controls provide 24-hour protection. ~ Dedicated manual actuation 'ystem allows immediate actuation at the .first sig11 (J(jire and provides backup to the automatic detection .\ystem. ~ The most effective/ire-extinguishing agent in the industry, dl}' chemical suppresses more fire than any other agent. ~ Pressurized D. 0. T. rated steel tanks readY.for release in the e1•ent of afire. ~ Pressure gauge on the agent tank allows visual inspection oj'svstem status. ~ Fully assembled and 100% tested mechanical control head provides reliable operation of the input and output fimctions. ~ Flexible piping configurations allow for a streamlined design that will not interfere with space limitations. ~ Critical elements of the .1ystem such as the control head, cJ•linder valve assemb(v and gas shut-offvall•e are.fidly assembled al1{/ I OO"o i11.1pected bv Pyro-Chem. ~ Protecti1•e nozzle caps help prevent contamination and blockage by paint or other commercial b;products that can inhibit the proper discharge of extinguishing agent. ~ The MONARCH svstem is available ill a mriety ofsizes ec~nomically suited to fit specific needs, designed with the flexibility to accommodate changes to assembly line layout or H'Ork area expansion. )I "'Undcnyritcrs Laboratories, Inc. (UL) 11> .Underwriters l,aboratories of Canada (ULC) "'NFPA Standard 17: Dry Otemical ExtingTiisl!ing Systems 1> NFPA Stmulard 33: Spray Application U.~ing Flammable and Combustible Materials ~>NFI> A Standard 34: Dipping ami Cozytiug Pro.l'esses Using Flammable or Cmll!JiL.vtihfe Liquids Alarm Bell--Pull Station -- Among other warnings, the control unit sotuuls alarm bell, alerting workers to clear the area. Allows manual actuation at a safe distance from the hazard. Nozzles and Caps -· Specifically tlesigned to give maximum protection for various applications within specific hazard areas. Control Heads-- Easy to i11stall. Multiple desig11s activated by a fusible li11k, thermal detector or manual pull station. Common amo11g all Pyro-Chem pre-engineered systems. 1-800-526-1079 ! U SiliC.nmdn J 1-715-732-3465 ( liJfcnwtioiiOI) www.pyrochem.com Detectors, Brackets ami Fusible Links -- A variety of temperature rated heat detectors sense a fire i11the protected area and immediately signal the control unit. PAC lOand 200 Cylinders Allows for actuation of 10 to 20 cylinders simultaneously. rrco, PH~O~CIIL\1 al/cl MONAl?.CIIatt' tm.tem,Jrf.:!O of f!Jco luknwtinna1 ScrPin'." AG tll' its lll/ilinfl'."· PC20fl20J7C1J Time Delay -- Factory preset mechanical time delay. Retards system discharge for 10-20 seconds to allow for exhaust fan wind-down. I 1:qca i Free & : Sw:unry Tyco Safety Products One Stanton Street MtJrinerte. WI 54143~2542 • Data/ Specification Sheet 1 . Fixed temperature mechanical or thermal detectors 2. Electrical conduit protecting stainless steel cable 3. Model MCH Control Head 4. Pneumatic rigid pipe and/or flexible tubing 5. Model PCI-Series Agent Storage Cylinders 6. Fixed agent distribution piping 7. Extinguishing Agent Discharge Nozzles 8. Alarm Bell 9. Time Delay 10. Model RPS-M Remote Mechanical Pull Station General Paint spray booths/rooms are areas designed to confine or limit the escape of spray. vapor, and residue. A power ventilation sys- tem dedicated to these areas ensures the appropriate exhaust of residual material. Pyro-Chem's dry chemical extinguishing agents are appropriate for Class A, B, or C fires. A careful haz- ard survey should be conducted to properly define the type of fire to be extinguished. In addition to flammable/combustible liq- uids, the material composition of the object to be painted must be considered as well as resident material in the protected area. ~ Total flooding fire extinguishing techniques as defined by NFPA 17 are utilized by Pyro-Chem's Monarch® fire suppression sys- tems to protect the entire hazard which includes the work area, exhaust plenum area, pits, under floor's and exhaust ducts. The National Fire Protection Association Standard No. 33 "Spray Application Using Flammable and Combustible Materials" and No. 17 "Dry Chemical Extinguishing Systems" are primary reference sources and provide guidelines for the proper application and design of Pyro-Chem's Monarch® Industrial Fire Suppression Systems in the specialized protec- tion of paint spray booths and rooms. Underwriters Laborator"1es testing provides pre-engineered system application parameters allowing the flexibility to protect a variety of paint spray booth/room layouts to Underwriter's Standard UL 1254, effective September 1998, with confidence. One Stanton Street Marinette, WI 54 143 System Operation Paint spray booth fire protection is a special application of Pyro-Chem's Monarch® Industrial Flre Suppression System. It provides a highly reliable response with the versatility of auto- matic or manual activation. A modular concept of protection is used. A nozzle, with a pre- ~ scribed area of protection positioned according to pre-engi- neered placement parameters, protects a modular area of haz- ard. Sets of nozzles supplied by a dedicated cylinder containing dry chemical extinguishing agent and piped in an approved pat- tern consistent with the application coverage are utilized. ~ Mechanical or electrical fixed temperature detectors are posi- tioned strategically within the protected area to monitor ambient temperature and initiate an output should the rated temperature be exceeded. The detector input is "sensed" at the control head. The control head responds by discharging the system by pneu- matically depressing the stored agent cylinder valve. The sys- tem is provided with a time delay device to allow for fan shut down before agent discharge. A manual means of activating the system is also provided. Expanded capability is available to provide remote manual acti- vation, auxiliary electrical outputs and/or audible alarms. This optional equipment will enhance the basic system functions and be applicable when designing custom configurations to suit a particular customer's needs and/or comply with local codes. May 10,2004 Suggested Architect's Specifications 1. General 1.1 -The fire extinguishing system shall be the stored pressure dry chemical pre~engineered fixed nozzle type manufactured by ~ Pyro-Chem. The system shall provide for the protection of the paint spray area(s) described in drawing (Note drawing number and revision.) 1.2 -The system shall be capable of automatic and manual actuation. It shall be U.L. Listed and installed in conformance with National Fire Protection Association Standard No. 17, "Dry Chemical Extinguishing Systems" and No. 33, "Spray Application using Flammable and Combustible Materials," and comply with aU local and/or state Codes and Standards. 1.3 -The system shall be designed for operation at ambient • temperatures from 32"F to 120"F (0 'C to 49 "C). 2. Cylinder and Agent 2.1 -Agent. The system shall use Pyro-Chem monoammonium phosphate-based dry chemical agent. 2.2 -Cylinders. Steel cylinders manufactured, tested, and marked in accordance with DOT 48 350 or DOT 48 500 shall be used to store the extinguishing agent. Cylinder Models PCI-15ABC shall be used with extinguishing agent fill weight of 12.5 lbs. Cylinder Models PCI-17ABC shall be used with extin· guishing agent fill weight of 17 lbs. Cylinder Models PCI-25sABC shall be used with extinguishing agent fill weight of 25 lbs. Cylinder Models PCI-35ABC shall be used with extin· guishing agent fill weight of 351bs. Cylinder Models PCI-70ABC shall be used with extinguishing agent fill weight of 70 lbs. All models are charged with dry nitrogen to 350 psig at 70QF. 2.3 -Cylinder valve. A pressure sealed poppet-type valve hav- ing a brass body, stainless steel stem with rubber seat washer, fusible safety relief assembly, and pressure gage shall be used on all agent cylinders. 2.4 ~Cylinder bracketing. Cylinders shall be mounted vertically. The cylinders shall be secured by use of a steel mounting brack- et affixed to a rigid object capable of supporting the weight of the filled cylinder and the concussion of cylinder discharge. 3. Actuation Controls 3.1 ~ Control Head. The system control head shall include a Model MCH. NMCH or ECH-Series Control Head. The control ,._ head shall be mounted directly on the time delay in a Model I MB-P2 control-head mounting bracket The control head can ,._ actuate up to five centrally located agent cylinders. A carbon dioxide pilot cartridge that complies with MIL-C0601G shall be used as an integral component of the control head. Control head status shall be visually indicated by a SET/FIRED indicator. 3.2 ~ Time Delay. The system shall have a Model T-1 0 Time Delay to allow for fan shut down before agent discharge. 3.3 -Detection. The ambient temperature of the hazard area shall be monitored by fixed temperature mechanical or electrical thermal detectors. When the temperature of the hazard area exceeds the rating of any detector, the detector shall a) release tension in a cable connected to the control head, causing con- trol head activation (for mechanical detectors), or b) close a nor- mally open switch element within the detector, sending a signal to the control head which energizes a solenoid in the control MODEL NO. PCI·15ABC PCI-17ABC • PCI-25sABC PCI·35ABC PCI·70ABC 8!(/84\PC A head, exercising the control head (for electrical detectors). ,._ 3.4 ~Pneumatic actuation. For systems requiring more than five agent cylinders, the system shall have a PAC-Series Pneumatic Actuating Cylinder whose valve opens upon activation of the control head. The valve shall release nitrogen from the PAC cylinder into the pneumatic pipe and tubing network. This nitro- gen shall depress a piston above the valve stem in each agent cylinder, opening each agent cylinder valve and releasing the pressurized agent. 3.5-Manual actuation. The system shall have mechanical man- ual actuation capability requiring no electrical power. This is accomplished locally by twisting the handle on the cover of the MCH or ECH Control Head, or remotely by means of a Model RPS-M remote mechanical pull station. ,._ 3.6 -Auxiliary output. The system shall provide for the shut off ,._of power to equipment within the hazard and to ventilation sys- ,._ tems in the event of system actuation. This is accomplished by means of dry contacts on a Model MS-SPDT or MS-DPDT miniature switch installed in the control head. The miniature switch may also be used for auxiliary functions such as audible alarms or alarm signaling. 3.7-Supervision. A Model SM Series Solenoid Monitor shall be used to supervise the integrity of all electrical actuation circuits, whether automatic or manual. 3.8 -Manual electrical actuation (optional). The system shall have electrical manual actuation capability. This is accom- plished by the use of a Model RPS-E2 Remote Electrical Pull Station installed in the automatic detection circuit. 4. Distribution Nozzles 4.1 -Nozzles. The system shall utilize Pyro-Chem discharge nozzles to distribute agent throughout the hazard area. The model, quantity, location, and orientation of nozzles shall be in accordance with Pyro-Chem Industrial Fire Suppression System ,._Technical Manual, Part No. 551229. 4.2 -Nozzle covers. All nozzles shall be installed with nozzle covers to prevent foreign matter from clogging the discharge nozzles. 5. Pipe and Fittings 5.1 -Pipe. All pipe shall be Schedule 40 black, galvanized. chrome plated or stainless steel pipe in compliance with NFPA 17. All pipe ends shall be thoroughly reamed after cutting. and all oil. chips, and debris shall be removed prior to nozzle instal- lation. 5.2 -Fittings. Standard weight malleable, galvanized, chrome plated or stainless steel fittings shall be used. 5.3 -Size. All system pipe and fittings will be sized in accor- dance with the system Technical Manual. No substitutions are allowed. 5.4-Joints. No joint sealant shall be used in the discharge pip- ing. Exception: Teflon tape may be used to ensure a snug fit. 5.5 -Straps. All system discharge pipe shall be securely fas- tened by means of pipe hangers and/or pipe straps. UL Listed pipe hangers shall be used. 5.6 -Union. A union shall be installed in the discharge piping conveniently close to the cylinder valve to permit disconnection for inspection and service. MOUNTING BRACKET B c D WEIGHT USED 6.00 21.44 27.19 18.69 30 lbs. MB-15 8.00 24.81 30.56 22.06 50 lbs. MB-15 8.00 24.81 30.56 22.06 58 lbs. MB-15 10.00 29.94 35.69 27.18 71 lbs. MB-1 12.00 35.31 41.06 32.56 130 lbs. MB-1 ALL DIMENSIONS IN INCHES D c 8 A Existing Ext.lrior Wall 10" 13' -5" Sloped Ceiling up .... I I I I I I Furred Down I 1 a' -o· Ce iling Ht. 't I Cei li ng Ht. I r------, I I I I I I Ceiling Ht. ; 10'-0' I ~ ; 9'-4' 1 : :: -----------~Step~ Ceiling 2 3 BUILDING OCCUPANCY Grocery Store -M 18,975 square feet Storage -52 6,0 65 square feet Exits Required 3 1 Width 93 .2 J Provided 120 72 8 MAIN FLOOR PLAN 1/i' -11::::oa Tota l Ma in Floor 25,040 square feel 2nd Floor Office -B 1,052 square feet Basemen t Mechoncio l -B 1,458 square feet Bu ild ing square footage includes exterior wells and to mid-point of shored walls rE:xisting 2 Hour Separation Wall 44'-3" 1.7 48 1 44 A-/'\f"'-., •. CONSTRUCTION -11-B Th e portion of the building indi ted on th is draw ings is oil being I sed by one tenon\ and constitutes a 'Nonsepemted Use." rEJcistilng 2 Hour Separation Wall rco1u rn n in Wall Verify existi ng penetrations, if e<isting, ore code compliant. see Section 712.J rColu1nr in Wall Bul ding Sprinkled in colfonmance with NFPA 13 -Sprin kler Co ntractor shall verify and make modifications requ ired to verify conformance. 35'-6' 32'-6' rColun1n in Wall 4 Existing 2 hour Seperation Wall Co crete Plotfonm ( J) 7' risers (2) I 0' treads 15'-3' ~ No Ceiling, 1 3' -8' to bottom of Bar Joists rColurnn in Woll 3'-s· • - I 'b • ... I ;,., • w I 1G I 1 32'-1 119' I ~~~--------~~----------~----r-------------------i---t---------~----~~----------~~------~-----------------+~----#1 I I ~ I I II ~"1 I ----Rernove e<isting wall , see structuml plan ~---~_j[__u __ ..,_ Step in ~ Ceiling Ceiling Ht. @ Woll ; 16' -o· rOeii li no Ht. @ Wall; 11 '-4" Sloped Ceiling up .... I I I I I Main opening to store 9' -4" opening ht. 245' Travel Distance ~ -between furthest Accessoble - -~ -""'\ points of egress IT b II \ [J~b II ITb II [=~J I 16 ' Remove Existing Walls D @l miEWiWJ -=--=--=---'11 -\-----!]l' \ \ \ ~ I I l I II I 11 II St • c 'I' I I ~-H 7'-s· 7'-1 ------ Existing Stairs consist of 7 1/2" Risers and 10' Treads - propose leav ing stairs os is, however rep lacing Handrails with compliant roils os det ailed , 5/A -202 ~f3-~~ I I Headroom @ upper stet of Stairs is non -compliant by o couple of inches. Refrome Ce ili ng so \hot the Stairway will have o minimum head room clearance of 80" measured vertically from a line connecting the edge of the nosings. See Detail 5/A-202 No change is being proposed for the Toilet Rooms. O:isting Exte ri or Wall 10" 1 t6'-1 9' Ceiling HI. ;: a· -6" 1i-R1eplo'ce exisiting non- compliant OF with new Compliant OF b c+.-..-1 I ' I L 1 ,- • ., I 1::i ------- D 2 D Existing Exterior Wall 10" -.- --- D 135' Existing Loy-in Ceiling )' Ceiling Ht. ; 12'-9 I --------· D D D D D D c D 3 -------- -.- D D D • "' I ~ Floor O~C<!SS ./ • 'f ~ ---, D I I I STORAGE rExistinq Concrete Stairs EXISTING COOLER or FREEZER to 1 and Electrical Equipment and Service 7 1/2" Risers ond 10" Treads Propose no change +t-t--.=,.DOWN MACHINE ROOM EXISTING COOLER or FREEZER \, I' EXISTING COOLER or FREEZER Landing, onej step to grad I I EXISTING COOLER or FREEZER Ceiling Ht. ; 8'-3 1/2" Existing Exterior Wall 1 a· _____ I No CeilirKJ , 13' -8' to bottom of Bar Joists No Ceiling, 13' -8" to bottom of Bar Joists PRODUCT STORACE Existing Exterior Wall 10' No Ceiling, 13' -8" to bottom of Bar Joists EXISTING COOLER or FREEZER EXISTING COOLER or FREEZER 5 7' wide x 15' concrete apron •/ slope than 1' in 20' C. F. Brenner Inc. ARCHITECTURE (970) 945-1001 P. 0. Box Glenwood Springs, NO INSPECfiON WITHOtn:'" THESE PL,ANS ON SITE page of c CLARKS MARKET BAITLEMENT OWNER 8 OOAWN BY: A CHK'D BY: COPYRIGHT: L Clark's Market 0071 Siprelle Parachute, CO Construction Documents August 6, 2009 Revised August 13, 2009 .... .... ~ ,J, ~ .... "' 0:::: ~~ 0 1--~~1 u ~ j <( 0:::: j:f 1--:z: 0 u _.J ~ <( J~l 0:::: t.r) w :z: if w <:..? ul " ! "' " ·;; ::!': ... ~ - FLOOR PLAN A-201 / ;-& I s D c 8 A 1 / Note: Contrator shall open cei li ng to explore existing construction and consult with Arch itect or St ructura l Engineer to deve lop solution for bringing clearance into conformance Existing ceiling constructio violates Sec tion 1009.2 of e Bu ilding Code new Steel Handrails, re turn ends to wa ll • 0 I ,.., 0 Stair Plan Detail 5 1/2' • ,•:OS Existing Stairs To remain Concrete Ste ps rCo>ncr<!te Wall I · £_ Concre t;_,;;l ab ~n _ "o I .,_, 2 ~~~j----Hao,droi lo n Buil ding, some ele¥ation as handrail below .rHan dr ai1l adjacent to Sid ewal k ---4 Grovel see Structura l NotE"-' Return Handrail to ,------- I f------- 1 ----- New exterior Landing 1/2" belo w interior floor /Remove existing concrete stairs Curb 1(2" Hand ra il, re \um ends to wall each end l'-"-Tooo 4 1/2" steps to new sidewo " and ot same elevaticn as existing sidewalk to so uth Uis ting 1 o' wide sidewalk 8 Stair Plan Detail 4 ,)P. 11!0' top of curb a· above existing sidewolk 1 2 .-- 3 ll 22" f 7' -5 • Ceiling ot wall\ " 3 N StiHd'l roew ee an ro1 s ~ /s'\. -r-II-DOWN 't5' !---Existin g I I I I I I ~ .... ,.~, NEW HANDR.'JLS ON EXISTING STAIRS 1/4"=1'-0" 0 Stall Plan Detail ,, ••• ,•::::c;a DOWN 7 17'-1!" omCES Stairs Ceilin g . 1 ,052 square feet = 8'-5/2' 13'-11" ysloped Ceilin!..--~ : LJ I I I I I I I I 1.8'-7!" 8 :ZN FLOOR PLAN 1/i ,cy • "' I 0 • -I 'N - 4 • ~ -I ~ 4 5 29'-2" UECHANICAL • & ELECTRICAL 0 I ~ v~,·~v ,- and Cooling Equipment Electrical Panels"" No gas fired I\ equipment in space '-- = ~~ o' a· x 7'-o· UP 0 !3ASE~ENT PLJN t/i'-t':o* 5 . Existing Handrail & in Guardrail to remo D c B C. F. Brenner Inc. ARCHITECTURE (970) 945-1001 P . 0. Box Glenwood Springs, OWNER DRAWN BY: CLARKS MARKET BAffiEMENT Clark's Market 0071 Siperelle Parachute, CO Construction Documents August 6, 2009 Revised I. August 13, 2009 r-r- ~ ' ~ !> 0::: ~~ 0 ~~i 1-- (.) J t <t: 0::: 1--ii z: 0 (.) _J ~ <t: t.rl J cl 0::: if w z: w C) ul " H "' ·~ :=; ~ ~ A CHK'D BY: COPYRIGHT: 2ND FLOOR & BASEMENT PLANS A-202 1 D c B A 1 2 • <f;< • 0 I • ;.., ~ I "N 3 Center ra il 0 center of Romp Retum Handrail/ to wall both ends 1-1/2' Dia. Steel Handra il, Pointed 1' -o· CJr=======~r=======~[J~ 1'-0" Top of concrete Wall Existing Exterior II __ .J.----4-----1-_ ~ _______________ ~ --_lRomp beyond ~one . ~a~ ---~ -__ _...,___ ----- - I I I I I L ______________ _ 2 ---- Handra il outs ide of Ramp Qstoir/Romp Plan Detc 1 1)25 • 11!0' 3 4 Field Verify all Existing Fill opening surrounding door with 10' masonry See Structural Specincotions I Fin. Fl. Elev. -1 oa' -a' I Pr<Wide llnn1noroofilna on oil new ~osonry be low qroOie../ EMERGENCY EX IT ONLY 4 Concrete Curb Cut existing curb to elim inate step Cl I I I I I I I I ' 4' Concrete Slab on 4' Grovel see Structural 5 1>-Exi:sti111<1 masonry Wall I I I Hondicappd Threshold -~ I -----i I Hollow metol Door & frome r-Clncn!te Wall Existing Exteror Wall -......."·-J'-o· x 7'-o· x 1 3/4' Insulated Hol low ~etal Door in Grout filled Hollow ~etol Door Frome ......._-Mel:ol Guardra il ~-Floor Drain to Drywell Locate 3' x 3' x 3' 3/4' gravel drywell, minimum 4' below grade 15 ' from buil ding with 4' f'VC droin from Fioar Droin Slope ~ 1' in 12' "..o I ;.., ---·"•"' Handra il each side - c B C. F. Brenner Inc. OWNER CADOWGRUE: URE CLARKS MARKET BATILEMENT Clark's Market 0071 Siprelle Parachute, CO Construction Documents August 6, 2007 Revised August 13, 2009 0:: 0 1---u <( 0:: 1---z: 0 u ~ w z: w C) r-Exiistinq Curb ~DRA::::WN::::_:BY:::_:~------------"'1 A CHK'D BY: Concrete Slab on grade "-Existino A!pha~ ·~nc:rete and Aspha lt ot arne etevation 5 COPYRIGHT: DETAILS A-203 I 1 I 1 , . ..... _ I I I I I 1 , I I I L----------------p ,1 I 1111 ,-----------,, ril I I I I I Ill I I I ~,J II \ Ill I I I W 11 ", Ill I · I I A ! ~I' I I ~ I ~ I t I~ F I il I I II ...-/ I -- 1 I I I I I I I I I I I I I I I II ~-I 1 ' I I I I 1 I ; I I II 1 ~------------~--"'"-r------_j I I I I I-' ----- - ---u...-~=~=--1 ,...~==""'1 1 ,...===-1 ...-=~="""''--- ----~ I 0 I I 1l I I 1 I I I I I I I 1 I I I I I I I 1 I I I 1 I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I lv-EXISTING C.U.U. WA lL 1 I I I I I I I I I I I I I I I I I I 1 I I I .--.. LL--------f----------r--1 f-~--,, 3 '\ ------------------- I I : I v :\gl I I I : ·~: I I I I HSS 4x4x1/4 L--l lJ __ .J Lr R ~ ~I I II ~I ~ ! • I I I I I I i I I f I I 14\ ljl \87 I I I I 0.. g g _ _j I "' rr-, 15 II 11! ~ u l ~-------------- ,J L 0 I "' "' I I 1T ! ! / 1\ 11 I 11 ! ~I 11 ! ft EXIS llNG 5 1 /8 10 .5 GL o .,. -o· o.c. , r--VHSS 4x4x1/4 : v: BASE PLATE DEl. 21S .2 -+: rn l/1\ ,JL I I,.) 1\81 L-----'( I I ...... : "'-.__ 4'-6" SQUARE x 11 lHICK F0011NG W/ 1T 1 /15 0 12" O.C . EACI WAY; TYP. I ~ ~~. 11 ' ~ I ft ' f ! ! j . F=="ll T-", "ll ' Jl'l II II 11\1 " II I I I II II Ill ''U' I L II II 111 l I -'1,.:.., ~~~ lim .!l1 II I L --_s lli1 i(TI 'til II I I IL ~II /II II I I I /nil /II II II I L / dl II -/ lb = = dl I II --I I I I I I I EXISllNG PREFAS WOOD TRUSSES FRAMING( FOUNDATION PLAN SCA LE : 1 I 4 " = ,. -0" 7 EXIS11NG BEAU LINE _ _// 1 I I I 1 I I I ' I L----------------p ,\ I ,-----------,, ~I I I I I I Ill I ~I,J I I \ Ill I 1\ I I ", Ill I ll I I ~-1 I ll I I I I II I I I I J ~~. D : p----~-~------------------t:J ..... ~=~"""'~ ..... ==~,...,~ ..... ~ II I I I 11 ' I I II I I I ~~ p :: I II I I I I II I I I I II / I I I __ ..r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l v--EX ISllNG C.M.U . WALL I I I I I I 1 EX lENSION OF BEAU ~~ I 1 ~I ~ (2) 2x6 COL I r , I ~~ ._76~~~----------~~ I 1 r4rlil \Cy L,_ I I II I ~ i ' 1 l 1 I HSS 4x4x1/4 II' L -\-l-1---' 11 ' I I I ~ ' I ~ I ~~~· I II I • 1 I I I 1 1/2 ! • 7 1/2" m v HSS 3x3x1/4 f lrt_u \r © I I II I I I I ! I u II II j ' II II ,J]' ~ ~ 1"----C9x13.4 II " I I EA. SIDE II II ~ 11 11 ! . I I II I· I 1/2' m HSS 3x3x1/4 11 I I " ~~. :\~ j I I I \.,.---W24x84 • 0 I "' • 0 ·6 - II : I I I I (SLIDE IN POSillON) 1\ I I II I 'b il ', I l I C:, r--1-1-1--n I I I I I ! ' I l _y+--~ss 4x4x1/4 ~I' I ~LJ I )~ : •11!..-J"t-----r-1 ------>1.;- 1 J L--~ 1 1 .... II' 1 I (2) 2x6 COL. l~ : : ll ' I I ll I I I II I I I il: : : II I I I II I I I 11 ' I I ~ I I ~~: I I II I I 11 : : II . F = = "ll :1F-' = '11 I I Jl'l II II llll '" ~ I I II II II lin \jl I I I L II II l l11 I I I I -'..::_ .f;l ll lim .J./11 H I L --_y "hhll ]f11 ;11 1 I I lin ~ II 1 II II I I 1111 /11ll / II II I I ilL../ dl ~-...-lb __ .J I I I I I I I I I I HATCHING I FGFNQ DENOlE S OVER-FRAMING SHORINC PLAN SCALE: 1 F -,. -0" ~t::==;t* DENOlES BEARING WALL BELOW Project Number: 0935 Date : 7-30-2009 Drawn By: EPK Checked By : JP I ~ ~ f i l ~ E ~ >- ::E -c .!!! ~~-sc_a_le_:------~~ i :2 0> o....c ~~ en-g O m ~~ 8E 8.1 ~~ L-----------------------------------------------------------------------------------_L==~~u .fzm;f-OENOlES STONE VENEER ABOVE STRUCTURAL GENERAL NOTES & SPECIFICATIONS City Market; Battlement Mesa DESIGN DATA: A. DESIGN UVE LOADS 1. Basic Roof Snow 2 . Residential Roars 3. Decks 4D PSF 4C PSF n/a 4. Garage 50 PSF 5. Wind 90 mph. Exposure B 6. Se ismic Design Cate gory C B. DESIGN CODES International Building Code, (IBC), 2003 for Special Inspection American Concrete Institute Building Code (ACI 31 B-99) American Institute of Steel Construction, Manual of Steel Construction (AISC 9th Ed ition) American Institute of Timber Construction, Ti m ber Construction Manual (AI TC 5th Edition) Notional Design Specifications for Wood Construction (NOS 2001) GENERAL : 1. Any c hanges to the contract drawings shall be submitted to the structural engineer for ap proval. 2. All dimensions and details on structural drawings shall be verified against the architectural drawings end any discrepancies sha ll be brought to the attention of the architect prior to fabrication or construction. Details on the structural drawings ore typical. 00 NOT SCALE DRAWINGS. 3. All openings through the structural system shall be approved by the En gineer. 4-. Contractor shall pro11ide all necessary temporary bracing. shori n g, g u yi ng or other means to prevent excessive str-esses and to hold the structural elements In place during construction. 5. The contract structural drawings and specifications represent the fini sh ed structure. They do not indlote the method of construction. The contractor sh all provide all measures necess ary to protect th e structur e during construction . Such measures shall Incl ude, but ore not li mited to bracing, shoring for lo ads due to constNctlon equipment and protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above Items nor will the structural engi neer be responsible for the contrdctors meon s, methods, techniques, sequences for procedure of construction, or the safety precautions and progroJms incident there to. 6 . Options ore for the convenience of the contractor. He shall be responsible for all changes necessary f he chooses on option and sh all c oordinate all details. The cost of additional engineering work necessitated b J selection of on option shall be bome by th e contractor. 7. Any engineer ing design provided by others and submitted for review shall bear the seal and s ignature of on engineer registered in Col orado. a. Dimensions on the structural drawings ore exact with the exception of masonry and sown lumber dim.,sions which ore nominal. Verify all dimensions with the architectural drawings. 9. 'Where required construction details ore not shown or noted on these pla ns the c ontractor shall notify the engineer and the engineer shall provi de sufficient details for th e work to proceed. 10. Construction meterlels shall be spread out if placed on framed co nstruction. Loa d sh all n ot elll'ceed tte design live !ood per squore f oot. 11. Shop drawings shall be submitted to the architect for all structural items. The Eng in eers review Is ln iended only as an aid to the contra ctor for obtaining corTect shop drawings. Responsibil ity for correctness shall 18St with the contractor. The contractor shall review all shop drawings prior to submittal. Items not In aceotdance with the contract documents shall be flogged upon his review. The shop drawings do not replace the oriQnal contra ct drawings. It is the contr ac tors res ponslbllity to make sure Items are constructed t o the origl na drawings. The adequacy of engineering designs and layout performed by others rests with the des igning or submi tting authority. FOUNDATION: A. GENERAL The foundation design was based on the following assumed parameters: Maximum allowable bearing pressure -2 ,000 psf Min imum requ;r-ed dead load pressure -0 psf Lateral soil pressure -Active 50 pc f -Passive 300 pcf The actual soil condition shall be investigated and the above porometens shall be verified by a Soils Englnter, registered In the State of Colorado, prior to constructi on of the foundation. If there are any d lscreponcie• with the above assumptions. then th e foundation shall be re-designed. B. EXCAVAllON 1. Contractor shall provide all necessary sheeting, shoring and bracing whe re required to properly and sofily complete the work. 2. Avoid e)(ceeslve wetting or drying of the fou n dation excavation during construction . Ke ep exc avations reasonably free of water at all time and completely free of water during placement of concrete. C. BEARING REQUIREMENTS 1. Footings shall bear on natural und isturbed soil below the frost dep th requ ired by the applicable :;,ui ldWu;; code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2 . Bundl ng shall be founded on continuous concrete spreed footings placed on undisturbed natura l soil. D. GENE RAL REQUIREME NTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by t he I.R.C . 3. Backfill on wells with fill on both sides shall be compacted in equal lifts each side of wall . Walls bocltllled on one side on l y shall have el l supportin9 slabs, perman ent framing or temporary bracing in place prior to place ment of the backfill (un less no ted otherwise on plans). CONCRETE: A. CONCRETE REQUIREMENT S Concrete shall be mi)(ed. proportioned , conveye d. and pl aced In accordance with IBC Sections 1905 and. 19J6 , and AC I 301 . Pro11ide hot weather protection per ACI 305. Concrete place in cold weather shall comply With ACI 306R-BB ·cold Weather Concreting•. 1. Concrete shall have Walls & footings Slobs o minimum 3000 psi .3000 psi compressive strength at 2a days of: 2. Provide Type II cement throughout with 4% air entrainment. 3 . Mechanically vibrate concrete. 4-. No admixtures shalt be used without approval by the engineer. 5. Addition of water to the batch material for insufficient slump is not permitted . 6 . Do not place pipes, ducts or chases in the structural concrete without the approval of t he engin eer. 7. Thoroughly clean all case and cons truction joints prior to placing concrete in adjacent pour. 8 . Concrete shall not be In contact with aluminum . B. REINFORCING Detailing, fab rication, and erection of reinforcing steel bars sh all comply with the ACt Manua l of Standa·d Practice for Detailing Reinforced Concrete Structures AC I 31 5. 1. Reinforcing bars shall be ASlM A615-Grode 60. 2. We lded wire fabric shall conform to ASTM A185. Furnish in flat sheets onl y. 3. Concrete protection for reinforcement: Cast against and permanently exposed Exposed to ea rth o r weather ............ . Not exposed to earth or weather ...... to earth ....... 3 in. #6-#18 bar........ 2 in. #3 -/15 bar ...... 1 1/2 ln . slobs &: walls ..... 3/4 in . beams & cols .... l 1/2 in. 4 . Reinforcing l ap splices shall be a minimum of .36 bar diameters unless noted otherwise. Lop wire flbric reinforcement one full mesh plus 2• at sides and ends and wire together. 5 . Splices In horizontal beams and walls shall occur at midspan for top bars and ove r supports for botbm bars. 6. Discontinue one-half of horizontal steel across construction/control joints. 7. Provide comer b ars of equol size and spacin g around all comers. a. Provide 2-15 bars with a minimum of 2'-o• projection be)IOnd the sides of all openings Jn wells. beats and slobs. Provide 1-#5 x 4'-0 .. diagonally at all re-entrant comers of slabs. 9. Provide accessories necessary to properl y support rein forcing ot the positions shown on th e plans. 1 o. Reinforcing spacings are maximum on center and all reinforcing Is continuous, unless noted other-wist C. SLAB S 1. Provide control joints ot 12'-o• max. spacing or as shown on the plans. 2. Provide minimum 4• com pa cted grovel under floor stab on grad e. The meterial shall consist of mln u~ 2-lnch aggreqote w/ Jess than 50% passing the No. 4 sieve and less than 2% passi ng the No. 200 sieve. MASONRY: A. CONCRETE MASONR Y UNITS (CMUs) 1. All CMUs shall conform to ASlM C90 . 2. CMUs used below grade and all exterior walls shal l be Grade •N•. T;pe I and Interior concrete masonry units not elll'posed to weather or earth may be Grode •N• or Grade .. S., Twe I. 3. Al l masonry shal l att ai n 1,500 psi compress ive strengt h (,.m) In 28 days. Special Inspection not required. B. GROUT 1. All mortar for exterio r walls and interior bearing walls shall conform to ASTM C270, T)'Pe S. 2. Grout for masonry bond beams and pilasters shotl be mode with stone aggregate and shall attain 3,000 psi compressive strength in 28 days. 3. Grout lifts shall not e xceed 4'-o· unless clean outs ore provided. If cleanouts are provided then grout lifts shall not exceed e·-o·. C. REINFORCING t Reinforc ing bars shall conform to ASTM A6 15-76a, Grade 60. 2. Horizontal reinforcing s h all be #5 at 48 .. plui!l joint reinforcemen t (standard truss type) spaced at 16• on center except as noted. A bond beam sha ll be installed at floor level s, roof l evels and top of parapet walls. Ho ri zontal reinforcement to be p laced In bond beam units, grouted solid. Vertical re inforcing as shown on plans shall extend fu ll height of the wall in grouted cell s, U.N.O. .3. Provide 1-15 in grouted cell at oil co rners. ends of wa ll s, each side of openings and both sides o f control joints. 4. Lap bar splices 36 bar d iameters. At corners and intersection s. make horizontal bars continuous or provide matching comer bars. D. GENERAL REQU IREMENTS 1. Fill all voids and grout cells solid for a d ist ance of 32" belo w and 12" each side of all beam reactions or other conc en t rated loads un less noted other'lllllse on plans. 2. Provide vertical control joints In all masonry wall at .35"-0'" maximum spacing as located on the architectural drawings. 3. Provide masonry l intel bond beams as follows: a. Spans not exceed i ng 4'-s•; provide e• deep beam r einforced with 2-#5 bars continuous in bottom beam. b. Spans not exceed ing 12·-o"; provi de 16" deep beom with 2-#5 bers continuous at bottom of beam and 1-#5 bar contin uous at top of beam. Install #3 stirrups (single leg) at s• on center horizontal spacing. Bottom rein forcing shall be within 3" of the bottom of the beom . STRUCTURAL STEEL: A. SlRUCTURAL STEEL of the AISC Stru ctura l steel shall be detailed, fabricated and erected in accordan ce with latest provisions Uanual of Steel Construction and AISC Code of Standard Prectlce. Use welders meeting of the AWS Standard Qual ifi cation Procedure. Comply with AWS 01.1 Structural Welding the r equirements Code. 1. All steel shell con form to ASTM A36 except beams shall be ASTM A992 Grode 50 and tube colu mns which shall conform to ASlM A50D (GR. B) and pipe shapes which shall co nform to ASlM A53 (Gr . B). 2. Bolts shall conform to ASTM A325N. Anchor bolts eholl conform to ASTM A307. Bolt size sh al l be 3/4• diemeter unless noted otherwise. Installation shall be in a ccord an ce with AISC Spec i fications for Stru cture! Joints Usin g ASlM A325 or M90 Bolts, 1978. 3. All welds shall be made with E70XX electrodes. 4. Prime a ll steel with approved primer poin t to exposed bolts. welds, and abraded shop poi nt areas. 5. Al l column bose plates shall have 1'" mini mum grou t to provide continuous bearing. B. GROUT AND ANCHOR BOLTS 1. Dry pock or grou t shall be shrink resistant Embeco 153 or equivalent. 2. Expansion bolts shall be Simpson ·wedge-All" or approved wedge type, installed in accordance with the manufacturer's requirements. 3. Heeded anchor studs (H.O.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manu facturer's recommendations. 4. Anchor bolts embedded in concrete shall be p laced with se t t i ng t emplates. 5. Location and coordinatio n of anchor bolt placement shall be the responslbllty of the steel fabricator. Steel fabricator shall supply anchor bol t setting plan. C. STEEL CONNECllONS 1. Provide bolted connections for steel beams per Part 4 and Part 5 of the AISC Manual of Steel Construction. Except where otherwise shown , provide c onnections to su pport l oads equal to one-half the total un iform load capacity of the member. 2. A minimum of two bolts shall be used for all connections. Size and grade shal l be determined by the fabricator. CORE THRU EXISllNG GROUT SDUD WALL;~ v EXISllNG CMU WALL ' ~ \ ~ • ,;,· ' ;...j d . • 4 ~ s ~ ~~~,----fL~1~-~.~~~.~~~--:;-.~.~~--fA.. ~ t ____ _...:.. .. -1-"'f' -4"L·-r___L __ __JL; ..c.....~ • ...;...,.-f-.;C+---___:"'"" ~ ~ ~,/~~~:.,_~ !.,;..,••_•...;,.• ... .,;.( ___ _j_•...,4 r'-··~,;.;.{.;.J.~y' 1'------..__ ;X J o f-o· o.c . SEE PLAN FOR,.,~ \ "~'----REINFORCING ~ ..._ __ 2-114 CONT. EA. SIDE I--BEAR ON UNDISTURBED 1.-EXISllNG SO IL. FOOllNG SEE PLAN I 2 1/2" 3 1/2" PL 3 /4 X 9 x f-1 1/2" ---- ------._______ 1 1/2" " ~ 1/ 1 ... ~-~-i~~~~~~~==~:b~==~--~ -.... __ EDGE OF 10" C.M.U . WALL GROUT C.M.U . WALL SOLID W/ f5 VERllCAL EA CH CELL IN lWD CELLS BELOW COLUMN __ .1.~-~-=-~-:-=· :;;:.:; .. -:a~~::-----HIGH SlRENGTH GROUT ' ' ' ' II I r---3/4"~ X 7" EXPANSION BOLTS WHERE EDGE DIST. IS MORE THAN 7 1/2" U U 1/2"' x 10" EPOX Y ANCHORS (6" EMBED) WHERE EDGE DIST. IS LESS THAN 7 1/2" ELEVATION VIEW 2 STEEL BEAMI.\ SEE PLAN F:n:~===l' .., ~------SllFFENER PLATE EACH '-f-'"' SIDE, MATCH BEAM WEB I"' THICKNESS 1/4 v • ~~I 1/4 v ;I PLATE: 1/2" W/ 2-3/4"e BOLTS. (PLATE ~AY BE WELDED TO STEEL COLUMN. __ _/_ .J.-1,-JO.. SEE PLAN Vj BEAM IN UEU OF BOLTS) I _..----EXISllNG C.M.U.: I"" GROUT ALL CELLS SOUD t/:;: ,,,. /I/ VI /-+---~::.,_.. 3 1" HIGH SlRENGTH: NON-SHRINK GROUT 1/2 "~ THREADED BOLTS D 2'-6" O.C . STAGGER FLANGE TO FLANGE; EMBED 4" MIN. ~-----W24x84 ~ V _..--EXISllNG C.M.U.: GROUT ALL CELLS SOLID 7 1/2" r 3/4"' THREADED RODS--.. 0 20" o.c. 6" MAX. L 1/4 V I' ~ ~~ ... ?'" ~ --<d==;::!:=;::t!J (2) PL 3/8 X 7 x 8----v 17 /~ 4 Cgx1 .... -----v -r------· o 1 HIGH SlRENGll-1 : NON-SHR INK GROUT 10 FT. MAX. SPAN HSS 3x3x1/4 COLU~NS W/ PL 1/2 x 6" SQ. BASE PLATES t----r--1"----W24x84 A v 5 3/4"~ D 2D" 88 THREADED RODS~ v / o.c. ""v / / ' I .___.~..--EXISllNG C.M.U.; I' GROUT ALL CELLS SDUD .----C9x13.4 1 0 FT. MAX. SPAN r-.------(2) 2x6 EA. SIDE W/ 1/2"e EXP. BOLTS AT 4•-D" O.C . EMBED Y MIN. W24x84 6 C)) -·--ro ........ Q) 0 ~ :::J t5 :::J '-........ CJ) Project Number: 0935 Date: 7-30-2009 Drawn By : EPK Checked By : JP I Scale: I S.2