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POTATO PATCH CLUB CONDOMINIUMS COMMON 4
TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT -~0'=-"=\"~.s::.-Col'~<l::' ,J.-\\TillS PERMIT MUST DE POSTED ON JODSITE AT ALL TIMES f' Job Address.: Localion : Parcel No : ADDIALT MF BUILD PERMIT 770 POTATO PATCH DR VAfL POTATO PATCH CONDOS UNIT 11 210106319011 Permit #:807-0345 Project #:PRJ07-04"'C.{ Status : Applied : Issued : Expires : ISSUED 11/01/2007 11/12/2007 05/10/2008 OWNER VAIL,GEORGE H.&BEVERLY A.l1jOl!2007 RANDOLPH,JOSEPH C .. 11406 FOREST KNOLL erR FISHERS IN 46038 APPLICANT RUSTY SPIKE ENTERPRISES 11/01/2007 Phone:970-476-4374 P.O.BOX 1517 VAIL CO 81658 License:460-8 CONTRACTOR RUSTY SPIKE ENTERPRISES 11/01/2007 Phone:970-476-4374 P.O.BOX 1517 VAIL CO 81658 License:460-8 Desciption: BATHROOM REMODEL AND ADD THREE WINDOWS Occupancy:R3 Type Construction:VB Single Family Residence Valuation:$40,500.00 Revision Valuation:$0.00 Tolal Sq Fl Added:o ....................................................................FEE SUMMARY'"'". lluildillS'--';> Plan ChC(:k-> Investigation..:> WIIlCall-> $552.65 $359.35 $0.00 $4.00 l{esll1ar~n'Plan Kevlew-o> Ke<:rea'iol1 Fce-••_.--> TOTAL fccS---·~ $0.00 $0.00 $91620 Total CalculaTed Fees-> Additional Fees __·' Toml Pennil Fee_.----, Pa)'1I1enIS --> 13I\L1\NCE DUE---·-o> $916.20 $0.00 $916.20 S9lf5.20 $0.00 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Approvals: Item:05100 BUILDING DEPARTMENT 11/12/2007 cgunion Action:AP Item:0-5400 PLANNING DEPARTMENT 11/01/2007 NP Action:AP Item:05600 FIRE DEPARTMENT 11/02/2007 mcgee not shown. Action:AP Smoke detector is Install per IBC or if fire alarm system is in fact present,have alarm company contact VFD before demo. Item:05500 PUBLIC WORKS ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• See Conditions page of this Documenl for any conditions that may apply to this pennil. DECLARATIONS I hereby acknowledge that I have read this application,filled oul in full the information required,completed an accurate plot plan, and state that all the infonlHuion as required is correct.I agree to comply with the informntion nnd plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the towns zoning and subdivision codes.design review approved,International Huilding and Residential Codes and olher ordinances of the Town applicable thereto. REQUI::STS FOR INSI'ECTION SIIALL BE MADE TWENTY-FOUR IIOURS IN AI)VANC .lIYTELliI'IIONr.AT 4'9.2149 OR AT OUR OFFICE FROM 8:00 AM· 41',\1. ER OR CONTRACTOR FOR HIMSELF AND OWNER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Penn it #:B07-0345 CONDITIONS OF APPROVAL as of 11-12-2007 Smtus:ISSUED •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Penni!Type:ADD/ALT MF BUILD PERMIT Appl;canl:RUSTY SPIKE ENTERPRISES 970-476-4374 Applied:I 1/0112007 Issued:11/1212007 To Expire:0511 012008 Job Address: Location: Parcel No: 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT II 210106319011 Description: BATHROOM REMODEL AND ADD THREE WINDOWS ••••••••••••••••••••••••••••••••••••••••••••···Conditions:··················•••••••••••••••••••••"'••••'" Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQlJIRED TO CHECK FOR CODE COMPLIANCE. Cond:14 (BLDG.):ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond:1 (FIRE):FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond:16 (BLDG.):(SFR)SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRe. Cond:39 (BLDG):EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 mc. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL,COLORADO Statement •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number: Payment Method: R070002498 Check Amount:$916.2011/12/200712:58 PM Init:LC Notation:#23777/RUSTY SPIKE ENTERPRISES INC. Permit No: Parcel No: Site Address: Location: B07-0345 Type:ADD/ALT MF BUILD PERMIT 2101-063-1901-1 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT 11 This Payment:$916.20 Total Fees: Total ALL Pmts: Balance: $916.20 $916.20 $0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code BP 00100003111100 PF 00100003112300 WC 00100003112800 Description BUILDING PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current PInts 552.85 359.35 1.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN~C 7-Olf <feX b -Project #: Building Permit #:u)-03 q 5 ~~2149 I!l!pgollpns) TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical,plumbing,mechanical,etc.! 75 S.Frontage Rd...II;...'" Vail,Colorado 81657 ~q {I,(/-' CONTRACTOR INFORMATION R:.~eral Contractor: U'IlISE:S IIJC-Tow~a~eq;D Contact and Phone #'s:. SN S'P Il{t,:0."""1<",3~D·I.ISS- Email address:RU~"NSPI\<I':\I'IU~'l..~EAft~UIJl:::•I'lgJ Contractor Signa-z,.•./~7/(7 J COMPLETE VALUATIONS FOR BUILDING PERMIT Labor &Materials1 BUILDING:$32-000 ELECTRICAL:$3S00.00 OTHER:$ PLUMBING:$$:"000,qV MECHANICAL:$-T r.,·S~;;-0-0 "7=;'1\ For Parcel #Contact Ea"/e County Assessors Office at 970-328-8640 or o l5'.,~uv \=rn---t www.eanle-coonN.cO I Parcel #c tI~161-01.3-1 'l 01-), Job Name:1'70 ArrIl1V ~~II J~~Ad~S:•a.,;C!£'10 r............IV~ legal Description -I Lot:"I Block:.;l I Filing:I Subdivision:77()fhm.m lJtc Owners Name:~V..IL-Address:1I40lo ~r V.~,(Il I1SiW.\Ill')PWJ!i:R'1l9 .a"9..-~ ~~Q!,er:~A~S~~1...';Avo,.,;en ijlt,)./}P~o~~~~5lWl Engineer:KR.tJ\~e"!:n,V 1\I L-Co Phone:<j V9 .q3"ll ~SCriPtionof work: II')Qa'lIotlIdl...'l-W ItJOolJ)AOO rn Dr-J Work Class:Newl )Addition ()RemodelP(l Repair ()Demo I)Other I) Work Type:Interior ()Exterior ()Both 0')Does an EHU exist at this location:Ves I )No~) Type of Bldg.:Single-famlly ()Two-family ()Multi-family (>(>Commercial ()Restaurant ()Other () No.of Existing Dwelling Units in this building:,J No.of Accommodation Units in this building: NoITvoe of Fireelaces Existino:Gas A iances (I Gas Loas (I WoodIPenet ()Wood Burni""(II NoITvoe of Fireelaces Prooosad:Gas Aoeliances (I Gas Loos (I WoodIPenet (I Wood Bumino (NOT ALLOWED) Does a Fire Alarm Exist:Ves ()No No\.I Does a Fire Sprinkler System Exist:Ves ()Nop<,) UUUUUUUAUU.UUUUAUAUUUFOR OFFICE USE ONLyUAUU ..dU ....Uh .......U ..AU~U jOther Fees:-- ORB Fees:_ pyblic Way Permit fee: .......DoaJmeflt2 Type of Construction: OCcu an Grou: Date Received' IAccepted By:IlP~lan~ne~rJSiliig~n~""1!tft::==:.::;:== 0512012005 -\ ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F.OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL,ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS.BUILDINGS CONSTRUCTED AFTER OCTOBER 12,1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION •I have included the asbestos test and report with my building penmrt application applicant signature date •I certify my project will not disturb or remove more than 160 s.f.of building material.The construction plans submitted with my application clearly indicate this infonmation.(This will be verified during plan review,and II delay your roje t if found to be inaccurate) applicant slgnatu •The building was constructed after October 12,1988.The date of construction was Ol1glnal conr.tnsetlon dale applicant sign9lure "to F:\Cdev\FORMS\Pennlts\Buildlng\buildinQJ>efmll.4-17-2007 .DOC PageS of7 04/17/2007 Design R.eview Board ACTION FORM ~_r/C--..nofY ~Ill 71 Soc.d1 ,,__~.~ColorKo Ian tl!l:'1O.4~.l13P r...:970.479.2iU ...IIr:_.~.IIOCV.cM'l 00YNBl ..........GEOAGEH.a I!IEYFRI YA.llWl12OO7 IWCXI.J't\J05B'tf c.. II"RlRfST IOO..J.OIl """'"....... APPlICA.ffT RlH L£'VDE,.AAOfI1'£CT 11lf(I1/2007 l'tv:lne::'1JO.926.5099 P.O.llC»I1II25....'".,..,u.-:OlOllOOlm Projed.~770 POTATO AATOt M \Ill\. POTATO".lOI COfrlDOS t.tfIT II PoIfnlel......,lJDI.(lIi3.1901-1 rKMAO/!>fAR ACnON .IlI::Ibo:STAffI'ft o.c.<11 Appoftil:liA'2OO1 Cond:~l (1'l..o'W):_dunQl::s ilD1tae,..1IIilfl'1Ire/7lide1'O'lhlll.a~__~TO\! "'"'"{P\NQ:OMappnMIl clDK IlCll:~......tar ........PII!:IlI5I!!~with 1_1t~~~""'ID~KIIoties. Qn:I:201 IlR8 ~I!lIIIllll:~"*far 200M ~It-.dlted lIpllI'fJIIIlI. QInd:2112 ~III.,......,.5NI __...becPIIl!wid _(II Y'eW~Illl!done d,.....~......buI!:InI,.,.~iIIII..-d ....0!lR5lNCll0n is o..".,.~ ..,•diIIigo:ocJr 1UJUMl--.l ~ George and Beverly Vail Unit #11 770 Potato Patch Drive Vail,Colorado 81657 Lot 6,Block 2,Subdivision 770 Potato Patch Drive C Parcel Number:210 1-063-190 I-I Permit Construction Documents for: 1)Window addition 2)Bathroom remodel Date:10-24-07 y~~t-~...,kt !t'f~ ~,.1'-'t'S'1'....... v vr"1 I'a-1,00"»,ev ~. Town of Vail OFFICE ';iJPY George aDd Beverly Vail Unit #11 770 Potato Patch Drive Vail,CO 81657 Beth Levine Architect,Inc. P.O.Box 1825 Avon,CO 81620 (970)9264993 (phone) (970)926-2993 (Fax) Drawing I Date C 10-24-07 Index: C CI Al A2 A3 A4 EI Sl Cover Index,Code Upper Level Plan Elevation Section Enlarged Bathroom Plan Electrical Plan Structural Code:2003 IRC I.The fire separation between the units is a (1)hour party wall assemble. 2.The proposed project does not alter any of the existing unit separation walls. 3.The existing smoke detector shall remain in the bedroom. General Notes: I.All new construction shall follow current codes. 2.All new construction shall match the existing materials and quality except where noted 3.The general contractor shall field verify all dimensions. George and Beverly V.il Unit #11 770 Potato Patch Drive Vail,CO 81657 Beth Levine Architect.Inc. P.O.Box 1825 Avon,CO 81620 (970)9264993 (phone) (970)926-2993 (Fax) Drawing I Date IG-24'()7 Cl .-T-- / / / '~~===~~""!.F-t.e¥el,r~ V"""'ll_tl U: ';'• g·'.....·by.. UDit#l1 770 PoCldo PatdJ,Driw: Vail.CO 81657 P.Q.Box 1825 Avon,CO 81~20 (970)926-4993 (Pllooe) (970)926-2993 (Fax) PI.ttl.1 Bat!pol ,.... .. • • -. ..- :':,~~/---;> /..-..... ...... ~~~6 ~I (SFI ~~I'1!!H'"• j,.4~-1~. ,1 rt-----I:It:Lf1-j!!~<ti ~r;tl .......01 1 t . . ., . .. ~~•- G......yattYe!! Unit"'] 770 Potato Pak:h Drive Voil,CO 81657 I!O ......4l1l.1!sd.Ips, P.O.Box 1825 A_CO 81620 (970)926-4993 (Pbooe) (910)926-2993 (Fax) lit",..."DUe I""'~''''''1 - 1'- '. - .. ----- !iI!''''''J!.e!C!1t VallUnitilllnoP_P8Icll Drive Vail,co 11657 M.Le!!M .........Ies. '.P.O.Box 1825 Avon,co 11620 (970)926-4993 (P\o>e) (970)92£>.2993 (Fax) D.-t!ise I Date A,?. ,- ! I I I.--:.-+t===~'t-:-.-11.nr,-- ~~ I i .-.. j . ~,I i ::::.j J!•I!-'~.;'-,I •P l, :18~.I,-~~~• -.lU..: , KR MCONSULTANTS,INC. P,O.Sox 4572 Veil,Colorado a1 SSS RECORD (970)949-9391 FAX 948-1577 TO, DATE: PROJECT: o RFI Beth levine 10/18/2007 no Potato Patch #11 o MEETING NOTES o RESPONSE JOB NUMBER:0710-19 ~CLAR/FICA nONICHANGE On October 17,2007 I visited the above-referenced site to observe the location of the new window.This new window opening will be approximately 10'wide,and will be located in the north wall of the upper floor bedroom. After reviewing the existing structural drawings from 1982,it was determined that the roof framing is parallel to the wall that will be modified.Therefore,the new header shall consist of (3}-2x10's supported by (1)-2x6 trimmer on each side.No additional blocking is required below the upper Roor leveL Please call with any questions. KRM Consultants,Inc. Tim D.Hennum,PE SIGNED: REVIEWED, ;)"?'.'"...."............u/\__--T<"r.,:)~..:.i,.~'Ilt,~.~(,,~"·i~<t".....' ....".c;.I \.~. :167 .,=Y .-...fJ .,......'..~I't--'...o..:.,<..,--//'t\J'"l:'i.,! ,JOIiAll'".....,~ /0 11/0-' COPY TO: TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD YAIL,CO 81657 970-479-2138 NOTE:TillS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #:E07-032I 70 1·0-:.>'[.)- 770 POTATOPATCII DR VAIL POTATO PATCH CONDOS UNIT II 210106319011 \'"-30)-0'1"'" OWNER Phone:970-748-9780 Phone:970-748-9780 ISSUED 11114/2007 11116/2007 0511412008 Status ...; Applied ..: Issued ..: Expires ..: 11/14/2007 11/14:/2007 A.l1/14/2007 Job Address: Location : Parcel No : Legal Description: Project No ; VAIL,GEORGE H.&BEVERLY RANDOLPH,JOSEPH C .. 11406 FOREST KNOLL erR FISHERS IN 46038 APPLICANT DOUBLE Q ELECTRIC P.O.BOX 242 EDWARDS CO 81632 License:190-E CONTRACTOR DOUBLE Q ELECTRIC P.O.BOX 242 EDWARDS CO 81632 License:190-E Desciption: Valuation: MOVE ANDADD DEVICES AND LIGHTS $0.00 Square feel:800 ......................................................................I'EESUMMARY . EI«:lrical-~ InvesligaliOIl--> Wi11Call---> TOTAL FEES-> $51.15 $0.00 $4.00 $55.75 1'0tll1 Calcul~ted Fccs-> Addllional Fccs---> TOlall'emlill'ce.__> l'aym~nl5'-:> BALANCE DUE---> $55.75 $0.00 $55.75 $55.75 $0.00 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Approvals: Item:06000 ELECTRICAL 11/14/2007 shahn DEPARTMENT Action:AP ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• CONDITIONS OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE . ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• DECLARATIONS I hereby acknowledge that I have re<Jd this applic<Jlion,IiJled out in fulllhc infonnation required,completed an accurate plot plan, and state that all the infonnation as required is correct.I agree to comply with the information and plot plan,to comply with all Towll ordinances and state Jaws,and to build this structure according to the towns loning and subdivision codes,design review approved,International Building and Residtntial Codes and olher ordinances of the Town applicable thereto. REQUF~"FOR INSPEcnON SIIAl.L DE MAnE T\~OUR1I0URS IN ADY NeE BY·E PIIONE AT "'-2 '"OR AT OUR OEEICC FROM ,,00 AM _4 PM. approved,International Building and Residential Codes and other ordinances orthe Town applicable thereto. REQUESTS FOR INSI'ECrlON SHAI.1.BE MADE TWENTY-FOUR HOURS IN A(>VANCr: SIGNJ\T UK OFI'ICI~FROM 8:00 AM ."PM. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL,COLORADO Statement •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number; Payment Method; ELECTRIC R070002539 AmoW1t;$55.75 Check 11/16/200710;26 AM Init:LC Notation:~15108/DOUBLE Q Permit No: Parcel NO: Site Address; Location; E07-0321 Type;ELECTRICAL PERMIT 2101-063-1901-1 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT 11 This Payment:$55.75 Total Fees; Total ALL Pmts; Balance; $55.75 $55.75 $0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code ~p 00100003111100 WC 00100003112800 Description ELECTRICAL PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 51.75 4.00 11/14/2BB7 B9:B2 97B-748-97SB."IXlJELE Q ELECTRIC PAGE 62 LPERM CONTRACTOR INPORMATlON ~lI:C~:Town of Val !log.No.:CooIilct Petson and Phooe I's: Q60Il...c:.F.-lq~8w c..e.'ll -;1'5' E-MloIIAdd ....,...:7'(8-d eontracIDr .q J. •-COMPLETE SQ.FOOTAGE fOR AREA OF WORK AND VALUATION OF WORK (Labor.MlItmtals) IAMOUNT OF SQ FT IN S11UJCl\JRf:39 E2 IEl£Cl1UCAl.VAlUATI?N:$\<;'0 Q ·9 9 I lob Name:I Flung: Po ...f'lg.....t.J Address:I'S , SUbdlvlllon: Phone: Phonelot WOI1t Class:New ()Addition ()RI!modeI eM- WOl1t TYP":Inter10r b4 _()Both (). Type or 1lIIlg.:SIngIl>-l'amIIy ()Duplex (I()MullHllmlly () Repair ()Temp Power ()Other () Does an EHU exist at this location:Yes () COmrnerdal ()_utant ()Other () No () Does a Ate Spffnklor Sysll!m EXist:Yes (l No (l No,of ExIsttng DweIIng Units In this building: Is this nnit for a hot tub:Yes Does a F1no Alann ExIst:Yes (-l No.of A<:almrnodatIon Units In this bulld1ng: ······~"······"·"··················f()RCHAFlCJEU~~LY*·········. -, I ':~~11·2)·2005.DOC PilIgeld2 ll/73flOO5 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479·2138 NOTE,THIS PERMIT MUST BE I'OSTED ON JOBSITE AT ALL TIMES Job Address: Location : Parcel No : Legal Description: Project No : MECHANICAL PERMIT 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT II 210106319011 7\t5o 1 _0'\q <. Permit #: Status ...: Applied ..: Issued ..: Expires.,: M07-0341 "1;51-C..'>'1'::>- ISSUED 12/0412007 12/05/2007 06/02/2008 OWNER VAIL,GEORGE H.&BEVERLY A.12/04/2007 RANDOLPH,JOSEPH C .. 11406 FOREST KNOLL erR FISHERS IN 46038 APPLICANT DOWNS MECHANICAL LLC 12/04/2007 Phone:(970)569-3986 32137 HWY 6 EDWARDS COLORADO 81632 License:375-M CONTRACTOR DOWNS MECHANICAL LLC 12/04/2007 Phone:(970)569-3986 32137 HWY 6 EDWARDS COLORADO 81632 License:375-M Desciption: Valuation: RELOCATE 2 BATH FANS $350.00 Fif"pl11Ce lnfonllluion RUlnClcd:Ii orGas Applianct:S:0 /I of Gas Logs:0 /#of Wood Pellet:0 ....................................................................FEE SUMMARY . MC(;h~nical-->$20 00 Resluar~n'Plan Review-->$0.00 Totul Calculated Fees-->$29.00 Plan Ched->S5 00 TOTAL FEES---4 $29.00 Addllional Fc:cs-_4 $0.00 hIY('Sligalion..>$0 00 Tot~l F'cnnit Fcc __>$29.00 Wi1lCall--",..00 J'ayment~·__··_4 $29.00 UALANCE nUE-··>$0.00 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Item:05100 BUILDING DEPARTMENT 12/04/2007 cgunion Action:AP Item:05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:22 (BLDG.):COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond:23 (BLDG.):BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF .THE 2003 IMC. Cand:25 (BLDG.):GAS APPLIANCES SHALL 8E VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond:29 (BLDG.):ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC .. Cand:31 (BLDG.):BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cand:32 (BLDG.):PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond:30 (BLDG.):BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6 . ............................................................•......................••........•........••..•..•..............•......•..••......... DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the inlbnnatioll required,completed an accurate pIal plan, and state that all the inlormation as required is correct.I agree 10 comply with the infonnation and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the lawns zoning and subdivision codes,design review approved,International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL IlE r-.1t\DE TWENTY·FOUR HOURS IN AOVA ·21 9 OR AT OUR OFFICE FROM 8:00 AM •4 PM. ·R a CONTRACTOR FOR HIMSELF AND OWNER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL,COLORADO Statcmcnt •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Numbe~: Payment Method: SPIKE ENTERPRISES R070002649 Amount:$29.00 Check 12/05/200712:50 PM Init:LC Notation:~23789/RUSTY Pe~rnit No: Pa~cel No: Site Address: Location: M07-0341 Type:MECHANICAL PERMIT 2101-063-1901-1 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT 11 This Payment:$29.00 Total Fees: Total ALL Pints: Balance: $29.00 $29.00 $0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code MP 00100003111100 PF 00100003112300 WC 00100003112800 Description MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Cu~~ent Pmts 20.00 5.00 4.00 •~~\/AII Provide Mechanical Room Layout drawn to scale to ..ln~C;:lu:.:d;e;,.:""":-;;;--;,,,n.?'r\' o Mechanical Room Dimensions r r2 "'\ o Combustion Air Duct Size and Locatlon 0 ~©~nW 7 1S ~ o Flue,Vent and Gas Line Size and Location o Heat Loss cales. o Equipment Cut/Spec Sheets l~ CONTRACTOR INFORMATION TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: 9'RJu?0V1Z APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNEDP _ TOV Project #:Q07 0 3'1:> Building Permit #:,,-,_ Mechanical Permit #:_,-_ 970-479-2149 (Inspections) 75 S.Frontage Rd. Vall,Colorado 81657 Town of Vail Reg.No.:~~PersQn a 37j--M !"j}f/i'ln E-Mail Address:".....Fax#: I "---- COMPLETE VALUATION FOR MECHANICAL PERMIT Labor &Materials MECHANICAL:$'3 V ~~ Contact Eaale Coun Assessors Office at 970-3211-R 640 or visit www,eaa/e-coun"<cam for Parcel # Parcel # Job Name:~O re,~\!('J Jcb Address:770 Pot..t DviL If Legal Description lot:Bloc!<:I Filin9:I Subdivision: Owners Name:Address:Phone: Engineer:Address:Phone: Deltedldescrl*-nof~rv 7S~~.> War!<Class:New ()Addition ()Alteration WJ Repair ()Other () Boiler Location:Interior ()Exterior ()Other ()I Does an EHU exist at this location:Yes ()No () Type of Bldg:Single-family ()Duplex ()Multi-family ()Commercial ()Restaurant ()Other () No.of ExistIng Dwelling Units in this bUilding:No.of Accommodation Units in this building: NofTvDl:"of Flreolaces Existina:Gas Aoollances (\Gas Loas (\Wood/Pellet (1 Wood Bumino (\ NOfTYpe of Fireplaces Proposed:Gas Appliances ()Gas Logs ()Wood/Pellet ()Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device?Yes ()No () ORB Fees:Date Received: ************************~OR OFFICE USE ONLV**********************c;;r*~ Other Fees:Planner Si nwoft:Acce ted B: F;'lcde'ABUIlDINGIAPPUCATlONS\MECIIPERM200S,DOC 0610&12005 •••.• TOWN OP J1UUI/• Town of Vail Mechanical Codes jlnd Design Criteria •You must obtain Design Review Board (ORB)approval if any of the mechanical work will involve ANY exterior work.This includes and is not limited to removal and replacement of driveway snow melt systems.Please contact a Planner at 479-2128 for additional information. •The Town of Vail has adopted the 2003 International Mechanical Code and the 2003 International Fuel Gas Code. •All new construction within the Town of Vail is considered to be of unusually tight construction, thus all combustion air is required to be drawn from outside the structure for mechanical equipment. Town of Vail Fireplace Ordinance In September of 1991,the Vail Town Council adopted an ordinance which restricts te construction and use of open hearth fireplaces within municipal boundaries.Since that time the ordinance has undergone numerous changes and revisions,sb'iving for compromise,yet effectiveness in addressing the air quality issue.Therefore the following criteria has been adopted: •Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail municipal boundaries. •Dwelling Units -Each new dwelling unit may contain: One (1)EPA Phase II certified solid fuel burning device and no more than two (2)gas appliances (8 vent) OR Two (2)gas log fireplaces and no mOre than two (2)gas appliance fireplaces (B bent). •Restricted Dwelling Units -Each new restricted dwelling unit may contain: One (1)gas log fireplace and not more than one (1)gas appliance fireplace. •Accommodation Units -Each new accommodation unit may contain: One (1)gas log fireplace or one (1)gas appliance fireplace. •If two or more separate dwelling units or accommodation units are combined to form one larger unit,the combined unit may retain one woodbuming fireplace (if one already exists)and no more than 2 gas appliance fireplaces,or may convert up to two existing fireplaces to gas. •If during the course of a remodel an existingwoodburning fireplace is altered or moved,the unit must then comply with all provisions ofthe ordinance.That is,the fireplace must be converted to natural gas or replaced by an EPA Phase II certified unit. F:\cdcv\BUILDING\APPUCATIONS\MECHPERM200S.DOC 06f08I200~ TOWN OF Vi\IL DEPi\RTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD VAIL,CO 81657 970A79·2138 NOTE:TI·IlS PERMIT MUST DE POSTED ON JODSITE AT ALL TIMES Job Address: Location : Parcel No : Legal Descriplion: Project No : PLUMBING PERMIT 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT 11 210106319011 ".\\:101·c '(~?' Permit #: Status ...: Applied ..: Issued. Expires. P07·0204 1,61'''::'QS- ISSUED 12/04/2007 12/05/2007 06/02/2008 OWNER VAIL,GEORGE H.&BEVERLY A.12/04/2007 RANDOLPH,JOSEPH C. 11406 FOREST KNOLL eIR FISHERS IN 46038 APPLICANT DOWNS MECHANICAL LLC 12/04/2007 Phone:(970)569-3986 32137 HWY 6 EDWARDS COLORADO 81632 License:373~P CONTRACTOR DOWNS MECHANICAL LLC 12/04/2007 Phone:(970)569-3986 32137 HWY 6 EDWARDS COLORADO 81632 License:373-P Desciption: Valuation: RELOCATE TOILET.2 LA V ATORIES AND SHOWER $2,500.00 Fireplace Infonnaljun:Restricted:11 If orGas f\ppliances:!! ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Ph.llnbil1g-> Plan Ch~~k---> In~~~ligalioll-> WlllC~II--> $4 S.00 $11.25 $D.DD $4.00 TOTAL.FI~ES---~ /I orGas Logs:n iI of Wood Pallel:?'! FEE SUMMARY . $0.00 TOlal Calculared Fecs-->$60.2S $61).2 S i\ddilionall'ees--->$1).I)I) TOlal Pemu Fee--->$60.25 Pn)1ncnlS---->$60.25 BALANCE DUE-->$o.00 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Item:05100 BUILDING DEPARTMENT 12/04/2007 cgunion Action:AP Item:05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE . ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• DECLAlLATlONS I hereby acknowledge that I have read this application,filled oul in fulllhe information required,completed an accurate plot plan, and slate-that all the information as required is correct.J agree to comply with Ihe inrormation and plOl plan,10 comply with all Town ordinances and slate laws,and to build this Slructure according to the towns zoning and subdivision codes,design review approved,International Building and Residential Codes and other ordinan of the Town applicable thereto. REQUESTS l'Olt INsr'ECTIQN SHALL BE MADE TWENTY-FOUR HOURS IN ADV OR ATOUR OFFICE FROM 9:00 AM·4 PM. FOR HIMSELF AND OWNER 12/0512007 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL.COLORADOCopy Reprinted on I2~05-2007 at 12:51:41 Statement•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number, Payment Method, SPIKE ENTERPRISES R070002650 Amount,$60.25 Check 12/05/200712:51 PM Init:LC Notation:#237e9/RUSTY Permit No: Parcel No: Site Address: Location: P07-0204 Type:PLUMBING PERMIT 2101-063-1901-1 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT 11 This Payment:$60.25 Total Fees: Total ALL Pmts: Balance: $60.25 $60.25 $0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code PF 00100003112300 PP 00100003111100 we 00100003112800 Description PLAN CHECK FEES PLill1BING PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 11.25 45.00 4.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN~a 7-c>"I?::<' PrOject #: Building Permit #:@§=z .DS'[J' ~,.-.(7 "ll Plumbing Permit #:r '-'I •~"T'970-479-2149 (Inspections) 75 S.Frontage Rd. Vail,Colorado 81657 ~b 'Q ,-z.--<:'"TOWN OF VAIL PLUMBING PERMIT APPLICATION CONTRACTOR INFORMATION Town of Vall Reg.No.:Contact Person and Phone #'5:,--2-7'1S- 7- • COMPLETE VALUATION FOR PLUMBING PERMIT (Labor &.Materials) IbP";LU;;,M;;;;BI;;;,NG;;;:';;'$_.,,.g"?~S:~O;;;.:;;Cl~!:l-_"'I Contact Eaale County Assessors Office at 970-328-8640 or visit www.eanle-countv.comforParcel# Parcel #," Job Name:£''.f2 V"e:JJ Job Address:770fJ~'bri I( Legal Description I Lot:I Block:I Filing:I Subdivision: Owners Nam~Va.:L Address:Phone: Engineer:Address:Phone: Detailed d~c~on of ~~k:I j-~.,~//......1..Cl'6~cr-tlo">.t rn fhf7J 'c;, Work Class:New ()Addition ()Alteration c}<j Repair ()Other () Type of Bldg.:Single-famlly (l )Duplex ()Multi-family ()Commercial ()Restaurant ()Other () No.of Existing Dwelling Units in this building:I No.of Accommodation Units in this building: ***************************************FOR OFFICE USE ONly************************************* Other Fees: AcceDted Bv: Date Received:o I~ TOWN OF VAIL F:\cdev\FORMS\PERMITS\Bulldlng\plumblngJ)ermIU 1-2J-200S.doc Page 1 of 1 11/2J/200S ..• \ "1 \ 01·14-2008 Inspection Request R!'porting Page 29 ~7,-,:4"-1,--"aml!L JlV",awil~....C..QL-,,-,"C,,,ity:yJ0L _ Requested Inspect Date: Inspection Area: Site AddreS5: Monday,January 14,2008 CG 770 POTATO PATCH DR VAlL POTATO PATCH CONDOS UNIT 11 Sub Type: Ose: AlP/D Information Activity:807·0345 Type:A·MF Const Type:OCCupancy: OWner.VAIL+-.9EORGE H.&BEVERLYA.· Contractor:RU$,T SPIKEENTERPRISES Description:BATHROOM REMODEL ANDADD THREE WINDOWS Phone: AMFVB 970-476-4374 Status:ISSUED Insp Area:CG Re uested Ins ns )1 mo 90 BLDG-Final RBqIJ8Sto,RUSTY SPIKE ENTERP ISES COlJlments Chris 376-6848 Assigned To JMONDRAGON Action Ime Exp: roment Requested Time:02:30 PM Phone:970-476-4374 Entered By:JSUTHER K Inspection History Item: Item: Item: Item: 30 BLDG-Framing ....Approved ** 12105/07 Inspector:~remmer Action:AP APPROVED Comment:note:32 x 10 s for heade~r engineer letter 50 BLOG-Insulation ....Approved 12120/07 Inspector.JRM·Action:APAPPROVED Comment:60 BLDG-Sheetrock Nail ..Approved .. 12121/07 Inspector:JRM Action:AP APPROVED Comment: 90 BLDG-Final 01/09/08 Inspector:JRM Action:NR NOT READY FOR INSPECTION Comment: REPT131 Run Id,7515 01-08-2008 Inspection Re'luest Reporting Page 27 ~4",:2.,6,!jp",m,,--,V,.awill,.......C....O-=.-City~f _ Requested Inspect Date: Inspection Area: Site Address: Wednesday,January Og,2008 SH 770 POTATO PATCH DR VAIL POTATO PATCH CONDOS UNIT 11 AJPfO Information Requested Time: Phone: Status:ISSUED Insp Area:SH 09:00AM 914-0016 -or-970-418- 5137 DGOLDEN KEnteredBy: 970-748·9780 ADUPSUbT~~~ Phone: Activity:E07-0321 Type:B~ElEC Const Tune:OCCupancy·DwH"er:VAll ....GEORGE H.&BEVERLvA- Contractor:DOU"lE Q ELECTRIC Description:MOVE AND ADD DEVICES AND LIGHTS f _~ Requested Inspection(s)PI ~ Item:190 ELEC-Flnal IY I?~ Requestor:DOUBLE a ELECTRIC Comments:will call Sieve 914-0016 #1' Assigned To:$HAHNAction:TIme Exp:_ Inspection History Item: Item: Item Item Item 110 ELEC-Service 120 ELEC·Rouoh 12/19107 Inspector: Comment: 130 ElEC-Conduit 140 ElEC-Mlsc. 190 ElEC-Final ..Approved·· shahn Action:AP APPROVED REPTl31 Run Id:7458 01-07-2008 Inspection Request Reporting Page 10 -=4"':2"'6<JP"'mlL---'V"'awill,.-,...C...O'-'·'-'C..ilI;ty~Ot------------_ Requested TIme:11 :00 AM Phone:471-2795 Entered By:DGOLDEN K Requested Inspect Date: Inspection Area: Site Address: A/PID Information Activity:M07·0341 Type:B-MECH Canst Type:OCCupancy: OWner:VA~~I GEORGE H.&SEVERLYA.- Contractor:DOvvNS MECHANICAL LLC Description:RELOCATE 2 BATH FANS Requested Jn8~iO~ Ite :3 ECH-Final Reque tor:DOWNS MECHANICAJ:,C Comm ots:will call Bill 47.L2-19S,unit #11 Assigne''GON Action:Time Exp: Tuesday,January 08,2008 CG 770 POTATO PATCH DR VAil POTATO PATCH CONDOS UNIT 11 Sub Tm:i:AMF Phone:(970)569-3986 Status:ISSUED Insp Area:CG Inspection History Item: Item Item Item Item Item Item 200 MECH-RouQh ...Approved .. 1212010T InSa8ctor:JRM Action: Comment:BATH FANS MECH ROUGH APPROVED 310 MECH-Heatlnq 315 PlMB-Gas Piping 320 MECH-Exhaust Hoods 330 MECH-Supply Air 340 MECH-Misc. 390 MECH-Final APAPPROVE REPT131 Run Id:7451 •• 01-07-2008 4;26 pm Inspec~~~.'::~~1:~~R~r_O_rt_i_n_g p_a_g_e_1_4 AlPfD Information ActMty. ConstType: Owner. Contractor:Description: Requested Inspect Date: InsPeCtIon Area: Site Address: Tuesday,January 08,2008 CG 770 POTATO PATCH OR VAal POTATO PATCH CONDOS UNIT 11 AM' (970)569-3986 Status:ISSUED lnsp Area:CG Requested Inspectionfs'l Item:29(VPLMB-Final Requestor.DOWNS MECHANICAL l Corrimeo!s:'tNitJ call 471-2795,uni 1 Assigned '[0:JMONDRAGON ~TImeE~:_ Requested TIme:10:30 AM Phone:471-2795 Entered By.DGOLDEN K Inspection HI,tory 11em: Item: Item Item Item 220 PLMB-RoUQh/D,W.V.**Approved" 12111107 Inspector:JRM Comment:FLOW TEST 230 PLMB-Ro\JQhNlaler -Approved - 12111107 Inspector:JRM Comment:STREET PRESSURE 240 PLMB-Gas Piping 260 PlMB-Misc. 290 PLMB-Flnal Action:AP APPROVED Action:AP APPROVED RBPT131 Run Id:7451 I Departmmt of(;qmmunity D~lopmmt 75 South Fronta~RDd W,iL Co"",,,,.8/657 970-479-2/38 FAX 970-479-2452 www.tJailgoll.com August 13,2007 Gwathmey,Pratt,Schultz Architects Attn:Lauren Ford 1000 South Frontage Road West,Suite 102 Vail,CO 81657 Fill COPy RE:Potato Patch Club -Clubhouse office expansion (DRB07-0233) 174 East Gore Creek Drive (Lodge at Vail)/Lot 1,Lodge Subdivision Dear Lauren, As you are aware,the design review application for the proposed office expansion at the Potato Patch Club's clubhouse building has been inactive for several weeks. Therefore,the Town of Vail Community Development Department that this application has expired and is now considered null and void. If the applicant chooses to proceed with this project at a future date,please resubmit the completed design review application.If you have any questions or comments,feel free to contact me directly at (970)479-2173. Sincerely, , ~~~-~ Bill Gibson,AICP Town Planner Town of Vail VOID For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial blIllding (indudes 250 additions &Interior oonversions). For minor changes to buildings and site improvements,such as, fe-roofing,painting,window additions,landscaping,fences and retaining walls,etc. F04"minor changes to buildings and site improvements,such as, fe-roofing,painting,window additions,landscaping,fences and retaining walls,etc.. For revisions to plans already approved by Planning Staff or the Design Review Board. $20 No Fee $20 $650 $300 $250 $50 No Fee .....--::--70--",...--Phone:I..lJ b -'i 0;;;0 0 Minor Alteration (multi-famify/commercial) 0 Minor Alteration (slngle'familyldu~ex) 0 Changes to Approved Plans 0 separation Request e of Applicant: ailing Address:'\20 R~So..oa.t:>\-on.:Roc\,U,,-,'r LI"3> \Jo.i\.(0 '6Iio~Phone:l-tJ<.o-Lj030 E-mail Addr";s:!>lW AiU"E@eoc+h\..ole,CQ"lFax:---'i.l:.uJ"b=-.LB:>.2.<.cJLOu._ ~......'"f.,J @ Gw""_p,~5~ 'f7.-11<{7£illS $1.00 per square foot of total sign area. Zoning:--"'"'-__---:; Type of Review and Fee: o Signs o Conceptual Review o New ConstnJc::tion ~Addition Parcel No.:~C2l!:1i<>.3~"-9~ !-.-..-,,,. ~Additions-Residential or Commercial Application for Design Review =--.",...-;;;:-r.~,",~~ TOWN OF VA"~.Department of Community Development 0 ~©~0 '¥1 ~~~ 'lULl 75 South Frontage Road,Vail,CoIoraOO 81657 tel:970.479.212B fa"970.479.2452 I,.,MAY 2 9 2007,'-' web:www.vailgov.comll ' General Information:U All projects requiring design review must receive approval prior to submitting a building permit ppf a L the submittal requirements for the particular approval that is requested.An application for accepted until all required information is received by the Community Development Department.The proJect may also need to be reviewed by the Town Coundl and/or the Planning "nd Environmental Commission.Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Planner: For Office Use Only:7</(!:J /-c: Fee Paid:~00 Oled<NO.:-=-==,_By:".. _09oal.:f::,-20 -CJ 7 ORB No.:\)702-33 'i3~ProjectNO:YRJ C)7-ell(() 11 I •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL,COLORADO Statement •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number: Payment Method: R070000818 Check Amount:$300.0005/30/200710:16 AM In1t:JS Notation: 7413/GWATHMEY/PRATT/SCHULTZ Permit No; Parcel No: Site Address: Location: DRB070233 Type:ORB -Addition of GRFA 2101-063 -0604-4 950 POTATO PATCH DR VAIL POTATO PATCH CLUB CONDOS Total Fees:$300.00 This Payment:$300.00 Total ALL PInts:$300.00 Balance:$0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code DR 00100003112200 Description DESIGN REVIEW FEES Current Pmts 300.00 Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road,vail,Colorado 81657 tel:970.479.2139 fall':970.479.2452 web:www.vailgov.com Project Name:SC WARTZ HOT TUB Project Description: ORB Number:DRB060283 A L APPROVAL TO POUR A CONCRffi SLAB AND INSTALL A PORTABLE HOT TUB IN THE BA ARD participants: OWNER SCHWARTZ,MICHAEL L.&ILENE07/07/2006 SH ELTONLN WE NYACK NY 10994 APPllCANT SCHWARTZ,MICHAEL L.&ILENE07/07/2006 S ELTON LN WE NYACK NY 0994 Project Address:9S0 RED SANDSTONE RO VAIL POTATO PATCH CONDOS UN T 41 Location: Legal Desaiption:Lot Block:Subdivision:POTATO PATCH CLUB CONDOM Parcel Number:210 -063-0604-1 Comments:SEE ONOmONS BOARD/STAFF ACTION Motion By: Second By: Vote: Conditions: Action:STAFFAPR Date of Approval:07/07/2006 B ):No changes to these plans may be made without the written consent of Town of Vall ff and/or the appropriate review committee(s). Cond 0 (PLA ):ORB approval does not constitute a permit for building.Please consult with Tow of Vall Building personnel prior to construction activities. Cond 201 ORB pproval shall not become valid for 20 days following the date of approval. Cond 202 Appr al of this project shalt lapse and become void one (1)year following the date of fj I approval,unless a building permit ts issued and constructk>n is commenced and diligently pursued toward completion. Planner:Joe 5 ther ORB Fee Paid:$250.00 Nll·FauIT·I~DOOwI23(1v) WavamasTar·9000 25 HP CllnlonUllU'DUly, llHP 8rnkdown Torqu.1 ""Ded,ulod Modtl Q Zll20~;23Ov/5Qamp_ OHt.lncludtsG Fe,1 protected Sub pinel Sil,,,,,F105000 65sq 1l.,1000Jlllding Fle~hWel&f·1II Cerena DIscharge 151bdeMIlyfGlmcure UlCfluifiad,ASTM rated Am,,11 Of Silver Pclll w,lh Coual G'ay, Sand W'lh Redwood O'"'l'llblt blul LED fight LlIm,ne5ell>l:l·mulll·cplo.6ghtillQ sVILom Cl.fton'l,ghMlI system 1 JltSUOIm'Jil.2 Rallfy tlyd,omllSillflJels, 5 Direel,o"al tlyc!rGmllugl Jot=;, IS Ontcti\1rwll Precis'on'Jet=; r.""') EE ........,,''t'I'"- ~,o\dull~ 1'25"106'1"x3S"IHtf2.20mx2,Ot mx 84mllll 330 gallons/I,2491,1.'$ 6891bl,/312kg 4,20-tbr./l.!IO)kll 115vn30v ~I,ConveUiblit Mod,1 102020 ;11511{2(11.",p.1 mcilldn G f,e.1 PIOlected 6 L:~1'0~Old.Or 230v/50mpHz-- Nc·fa~11 lSOOw/l1Svar 6OOllw/2JOvj W.....mul.1 7000 1165 HP !:llnlmllallS DUly,I 3.5 HPB,¥lIkdIJym TllIIUi..••Ci,culaloon Pump Ellact<vI FillrllJlln A,aa JalPump Olene Sy'l&m OpTion Vinyl Cll_., (3 5"tll2 5"IllIIred) Healor ConlrolSyrltm • SPfCIFICATIQNS SUling CI~ltllV D,m&ns'lllls Will'Capu'ly W8~h\Dty W~ighIFltl.d· Spa Shell & SuroWoocl'Cabinet lIghll ElcTrl tlrget \.Jghllng Opllon-In""•• lo\Ihllng DpbOn·extenor •• • '.Minor Exterior Alterations Application for Design Review Deparbnent of CDmmunlty Development 75 South Frontage Road,Vall,Cok>rado 81657 u;:970.479.2128 fax:970.479.2~S2 web:WWW.vai!OOV.CDm General Infonnation: AI projects requiring design review must receive approval prior to submitting a buildillQ permit application.F"ea2 reI'e-to the submitt2lJ requirements for the particular approval that Is requested.All application for Design Review cannot be accepted untif all required information Is received by the Community Development Department.The project may also need to be reviewed by the Town Council and/or the Pianning and Envil'Ol'VTlel1tal Commission. Design review approval lapses unless a building permit is issued and constnK:tion commences within one year of the approval. Description of the Request:.f<:\J?-/>-CO~~.,..I+\NSM.U-Ix ~4=_%,AC>..It->"T'WC--~'lf'<0 V_ C;jf'f?'"2DIBD PA<re.>1 Q;t::i:'(lH\r-.l1 LJM$'VI'-'IT ~4J -ftJ Location of the Proposal:lol:Block:SubdiVi'ion:_R;51 ~p~~,~. Physical Address:Q,s=iVeD ~~f2.c::.&'>D.~, Parcel No.:2J 01 ~t(ContaclEagle Co.Assessor aI970-328-8640 for par<el no.)~O zoning:~'S 1~T7M....- Name(s)of Owner(s):MJ C>lA§.,+1 \..k.r-.>E.'Sr+l WArc:::rL.-r Mailing Address:S +A:ZE.~~~I W~1-J"1'AC..IC- /'-E:l.N 't Q!2 JL I c.qq.4 Phon •~c..:.-8'27~1 0 OWner(s)Slgnature(.~(J{/.~(p J )I.,.-'-""'"~-\)J Name of Applicant:M\CJ1~'SC+!wAJu""Z- MailingAddress?:l:t~l--'~ftr VJe~t-J--.'?~ "--Ev,.J 't~,~Phone:.81-5.-~'27C::>J..::=,--_ E-mail Address:M LS9!WA.R:1Z.M D Fax:24-'S.~I 3Fl9 I _. l'd>M::t....0::>IU.\,N o Separation Request No Fee Type of Review and Fee: o Signs o Conceptual Review o New ConstructionoAdd_ ~Minor Meration (muIIHamily/rommerdal) ~Minor Atteration (single--family/duplex) o Changes to Approved Plans Planner: $50 No Fee $650 $300 $20 $20 ~$1.00 per square foot of total sign area. For construction of a new building or demo/rebuild. For an addition where square footage Is added to any residential or commerdal building (Indudes 250 additions &.Interior oonversions). For minor changes to buildings and site improvemenG,such as, re-roofing,painting,window additions,landscaping,fences and retaining walls,etc. For minor changes to buildings and site improvements,such as, re-roofing,painting,window addttions,Ianclscaping,fences and retaining walls,etc. For revisions to plans already approved by Planning Staff or the Destgn Review Board, Pro No.: JOINT PROPERTY OWNER WRITTEN APPROVAL lETTER which have 4~.$Ct{~ I,(print name)M\OtAEL-.QA..tw.AJ2.IZ-,a joint owner of property located at (address/legal description)C{Sc>~S~N<e-(>A ?l"'>f"':). provide this letter as written approval of the plans dated "7'c-=t.::;J ?~ been submitted to the Town of Vail COmmunity Development Department for the proposed improvements uJ-.-J \T _(2...L..>......A DEpt ~GA.-~GAA-~..e,~) CJ."--<-J.J IT.ft.A~A ~~F>A 1----' to be oompleted at the address noted above.I understand that the proposed improvements include: R=u!2.A c.=--->~~I t-->~~~ I further understand that minor modifications may be made to the plans over the cnurse of the review process to ensure compliance with the Town's applicable axles and regulations. ,Ic::eJ '2 c....n'Q (Date) F:\Cdev\FORMS\PfRMITS\PIanning\01unrrxr_aIL11-23-200S.doc 11/23/2005 Page 2 of 13 Roof Other Notes: ~~4-'1 ll-l1CK-.1<::) IJ?E.Fcx.12...E.t:>,'v.'7 I.f3,'I !-A.;.J'f-/No u M Ct::lIU FLlU"fC=Cl ,;+-~~ Please specify the manufacturer's name,the color name and number and attach a color chip. Exterior Ugh Retaining Wa Fascia Aashing Siding Olimneys SOffItS Flues Hand or Door Trim Doors Windows Trash Erdos F:\cdev\FORMS\PERMrTS\P1anning\drtLmillOr_a1Lll·n·2005.doc 11/23/2005 Page 6 of 13 •Location of all required parking spaces •Snow storage areas. •Proposed dumpster location and detail of dumpster enclosure. •Retaining walls with proposed elevations at top and bottom of walls.A detailed cross·section and elevation drawings shall be provided on the plan or separate sheet.Stamped engineering draWings are required for walls between 4'and 6'feet in height. •Delineate areas to be phased and appropriate timing,if applicable •Landscape Plan: •Scale of 1n =20'or larger •Landscape plan must be drawn at the same scale as the site plan. •Location of existing trees,4"diameter or larger.Indicate trees to remain,to be relocated (including new location),and to be removed.Large stands of trees may be shown (as bubble)If the strand is not being affected by the proposed improvements and grading. •Indicate all existing ground cover and shrubs. •Detailed legend,listing the type and size (caliper for deciduous trees,height for conifers,gallon size for shrubs and height for foundation shrubs)of all the existing and proposed plant material induding ground cover. •Delineate critical root zones for existing trees in dose proximity to site grilding and construction. •Indicate the location of all proposed plantings. •The location and type of existing and proposed watering systems to be employed In caring for plant material following its installation. •Existing and proposed contour lines.Retaining walls shall be included with the top of wall and the bottom of waif elevations noted. •Lighting Plan: •Indicate typej location and number of fixtures. •Include height above grade,lumens output,luminous area •Attach a cut sheet for each proposed fixture. •REPAINT PROPOSALS •For all proposals to repaint existing bulldingsj the following supplemental infonnation is reqUired: •Color chip or color sample induding the manufacturer name and color number(s) •Architectural elevation drawings which clearly Indicate the location of proposed colors (ie.siding, stucco,window trimj doors,fascia,soffiits,etc.) F:\cdev\FORMS\PfRMITS\Planning\drbJIlinocaIU 1-23·2DOS.doc 11/23/2005 Page 5 of 13 Botanical Name PROPOSED 1REES AND SHR C EXlSTIN PROPOSED LANDSCAPING Common Name Square Footage Quantity GROUND COVER SOD SEED IRRIGATIDN TYPE DF EROSION CON1ROL Please specify other landscape features (i.e.retaining walls,fences,swimming pools,etc.) __--'fJt'i _ F:\cdeY\FORMS\PERMrTS\P1annlng\drb_minor_alt•.11-2J-2005.doc 11/23/2005 Page 7 of 13 ~lITIUTY APPROVAL &VERIFICATION "~~~~rves to verify that the proposed improvements will not impact any existing or proposed utility services,and also to verify service avaIlability and location for new construction and should be used In conjunction with preparing your utility plan and scheduling installations.A site plan,Indueling grading plan,Ooor plan,and etevations.shall be submitted to the following utilities for approval and verifICation. QWEST 970.513.7189 (tel) 970.38<.0257(fax) 970.687,0722 (""1) Contacts:Steve Waters swaters@gwesl;,rom EXCEL HIGH PRESSURE GAS 970.262.4076 (tel) 970.468.14Ot (fax) Contact:Rich Sisneros HOLY CROSS ELECTRIC 970.947.5425 (tel) 970.945.4081 (fax) Contact:Jeff Vroom ivroom@hoIYC!OSMOOl EXCEL ENERGY 970.262.4038 (fax) Contacts: Kit Bogart 970.262.4021 Katherine Bogert EAGLE RIVER WATER &. SANITATION DISTRICT 970.476.7480 (tel) 970.476.4089 (fax) Contact:Fred Haslee thas!ee@erwsd,grg COMCAST CABLE 970.468.2669 ext.1100 (tel) 970.466.2672 (fax) Contact:Brad Dorcas bradery dorgs@cable,corncast,CO!D Authorized Signature Comments NOTES: 1.If the utility approval &.verification form has signatures from eadl of the utility companies,and no comments are made directly on the form,the Tovm will presume that there are no problems and the development can proceed. 2.If a utility company has concerns with the proposed construction,the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved.The issue should then be detailed in an attached letter to the Town of Vall.However,please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3.These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Wor1cs at the Town of Vail.Utility locations must be obtained before digging in any public right-of·way Or easement within the TO'NTl of Vall.A building permit is not a Public Way Demit and must be obtained separately. The Developer Is required and agrees to submit any revised drawings to the utilities for re-approval &re-vcrific:ation if the submitted ~ns are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment a~,(CClaE::> Devdoper's SignabJre Date F:~nning\Ob_rRnor_all_11-23-2005.doc Page 8 fA 13 11/23f2005 July 7,2006 Town of Vail Department of Community Development 75 South Frontage Road W. Vail,CO 81657 RE:Hot tub at unit #41 Potato Putch Club Condominiums To Whom It May Concern: I currently have a portable spa,which sits on an elevated deck in the front of my unit. This spa was there when I purchased the unit Because of safety and aesthetic reasons, I wouJd like to remove the spa from the front and place a new one on a concrete slab in the back of the unit.The electricaJ work was done for the tirst spaand will be fe-routed to the back by a qualified electrician.Placing the spa in the back is similar to what other units in the complex have done. I have Board approval from the Potato Patch Club to do this and have satisfied their considerations in placement of the spa.Please review my request and proposal. Thanks for your time. Sincerely, -~:~ Michael Schwartz Owner of unit #41 Potato Patch Club c/o Vail Home Rentals,Inc. 143 East Meadow Drive,Suite 397 Vall.Colorado 81657 970-476-2221 FAX 970 476·2684 July 6,2006 Town of Vail Community Development 75 S.Frontage Road W. Vail,CO 81657 RE:Hot Tub@ Unit #41. To Whom It May Concern: Michael Schw'artz has requestoo that he be allowed to place a hot tub on the common area behind his unil. The l30ard of Directors has given permission for the installation of the hot tub behind his unit and to be placed on a concrete slab,if necessary.Mr.Schwartz is responsible for any costs associated with this move.Consideration in placement much be given for the drip edge of the roof.He is also responsible for moving any sprinklers thal may be affected. Sincerely, ~F(J~ Larry G.B~mcs Managing Agent •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL.COLORADO Statement •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number: Payment Method: SCHWARTZ R060000938 Amount:$50.00 Cash 07/07/200602:10 PM Init:JS Notation:$/MICHAEL Permit No: Parcel No: Site Address: Location: DRB060283 Type:DRB-Minor Alt,COITITI/Multi 2101-063~0604-1 950 RED SANDSTONE RD VAIL POTATO PATCH CONDOS UNIT 41 Total Fees:$50.00 This Payment:$50.00 Total ALL Pmta:$50.00 Balance:$0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code DR 00100003112200 Description DESIGN REVIEW FEES Current Pmts 50.00 TOWN OF VAIL Department of Community Development 75 South Frontage Road Vail.Colorado 8/657 970-479-2138 FAX 970-479-2452 www.c:i.vail.co.lIs May 18,2006 Mr.Bill Joseph (Fax)970.524.7377 Re: Dear Bill, Thank you for addressing the Town last week with your questions related to the Potato Patch Club Condos history regarding non-conforming uses.Per our conversation,the Condos lie within the Residential Cluster (RC)zone district.Neither a restaurant nor office space are uses that are allowed within this district.However,research of the Town's files has shown the following: 1.On January 13,1986,a conditional use permit was granted by the Town of Vail 10 allow for the expansion of a restaurant space.At that time,the Town defined the restaurant as part of a ~prlvate club", which is a conditional use within the RC district. 2.On September 5,2000,a request was made to the Town Council to change one non-eonforming use to another.Council approved therequest based on the finding that Ihe new non-conforming use was not being increased in size (Section 12 -18 -8). 3.In May of 2006,an applicant requested to expand the office space,which the Town now views as a non..conforming use.Because the non-eonforming use would be expanded,Staff concurs that the Town Council,according to the Vail Town Code Section 12-18-8,would not be able to support the request. 12-18-8:CHANGE OF USE: A nonconforming use shall not be changed to another nonconforming use unless permission has been granted by the town council.Prior to granting such permission,the council shall determine that the proposed use does not substantially differ from the existing nonconforming use in terms of compatibility with the character of the area in which it is located,and the council shalf determine that the proposed use does not increase or aggravate the degree of nonconformity existing prior to any such change of use. Please let me know if there are any further questions that I may answer for you.Hopefully this letter lends the necessary clarification.Thank you for your patience while Slaff researched the background of this property. BeC~ Eli~e~~eed 970.479.2454 cc:Henry Pratt (GPAxVAIL@aol.com)o Nl-"CYCU'VI'AI'ER • TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL.CO 81657 970479-2138 NOTE: DEPARTMENT OF COMMUNITY DEVELOPMENT '70 \=-\u \"""\J.-.c.4 1"::, THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Job Address: Location : Parcel No : Legal Description: Project No : MECHANICAL PERMIT 770 POTATO PATCH DR VAIL POTATO PATCH DR CONDOS UNIT 3 210106319003 Permit #: Status ...: Applied ..: Issued._; Expires..: M05-0335 ISSUED 12/3012005 01112/2006 07/1112006 OWNER HICKS,GREGORY B. 38 GULL PT HILTON HEAD ISLAND se 29928 APPLICANT ROD HALL COMPANY 255 WYANDOT STREET DEllVER CO 80223 License:lS0-M CONTRACTOR ROD HALL COMPANY 255 WYANDOT STREET DENVER CO 80223 License:lSO-M 12/30/2005 12/30/2005 Phone:303-777-7700 12/30/2005 Phone:303-777-7700 Desciption: Valuation: CONVERT WOOD TO GAS LOG SET $1.500.00 Fireplace Informarion:Restricted:Y I orGas Appliancca:0 ,of Gas lois:0,of Wood Pellel:0 ..........................................................,•••••••••FEE SUMMARY .. Mechanical->$40.00 RCSlUllrllll Plan Review->$0.00 Total Calculaled Foes-->$53.00 P1anCheck-·>$10.00 TO'I'ALFEES >$53.00 Additiol\lll Fecs·.._··_>($53.00) hlYtstigalion·::>$0.00 TOlal I'ermit Fee-----::>$0.00 Will Call--·>$3.00 Paymc:nts------>$0,00 BALANCE DUE-----::>$0,00................................................................................................................................................. Item:05100 BUILDING DEPARTMENT 01/11/2006 JRM Action:AP Item:05600 FIRE DBPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:22 (BLDG.):COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond:23 (BLDG.):BOIILBR INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IHC. Cond:25 (BLDG.):GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond:29 (BLDG.):ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTBR 3 OF THE 2003 IHC AND CHAPTER 3 OF THE 2003 IFGC .. Cond:31 (BLDG.):BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond:32 (BLDG.):PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond:30 (BLDG.):BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6 .................................................................................................................................................. DECLARATIONS I hereby acknowledge lhat I have read this application,filled out in full the informarion required,completed an accurate plm plan,and state that aU the information as required is correct.I agree to comply with the information and plm plan,to comply with all Town ordinances and state laws,and to build this structure according [0 the towns zoning and subdivision codes,design review approved,International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM -4 PM.)~l").,LJ/I SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF for Parc,,'• 75 5.Franbge Rd. Vall,Colorado .16S' Job Name:,...,r'l" Detailed desc:nptlon of ....ric:11->0 """ 0,000 {3 lUiS fUl.cico IIP~ -_.--~(;.t;_..._4_...._.......---........-....~""'.......p-;.;~.;__.._.J I Il·l 8"~..lulIdfng PermIU~-l"..."..,.IO'.~-...;;.,~.b71:J Medlanla'P.....1t "r'1Jii'--V""$!J"':S- .-.[1".\1.;:;.1971)-479·1 (%MJMdlCIIIS) \J1ciJ TN NA 1"!M~~A~Y..!i~~O~Nt!.Permit will noc be accepted without the IoIlowing: Provide Mechanical Roam Layout drawn to scale to 'nLu c MechanIcal Roam Dimensions'1 0 • OS-c Co ",ct 51z..and location 0,,I _"41 ..locatio"I"\~_ d e Size and Location yt l"l c 1"""\ :h ..eto ~I.t I Contact Ea I.COun ~/'$OIflCtl at 970-328-8640 Dr v14it www. Parc..'"(Required) Woric Class:_()Addition ()A1terl1tlcln ()Repair ()OIlIer ()() Boiler location:!lUr1or ()Extertcr ()Other ()0Ces an eHU exiSt at this tlon:Yes ()No ( TrP"of 1!Idg:51ng1e-1WniIy ()DIlpla ()Mull..,...,,\,C'l CDnvnerdlIl ()ll<aullInt (l 0lIler No.or Exlstfng 0w0!IIng Unlt:s In this bu~:No.or Acalrnmodatlcln Units In IIlIs buldlng: Wood Buml BuriIlng AllOWEO) COMPUTe VALUATlON FOR MECHANICAL PERMIT (ubar.ten_Is MECH ...NlCAl:S 0.00 CONTRACTOR INFORMATION Town alvail Reg.No.: /[;2)~ ""'tact and Phone's: 00 •••••••••••••••••••••••••••••••••••••••FGR o,~a USI ONLY ••••••••......·········t······~·..····-II I~:"I~,\ X~~~3r~3s~1 d~W~££:6 iOOG DE oaU \ 1 ·,-""lV .I W~EE'6 S)(1:;1,;1 13r~3S~1 dH 1 530 BALDWIN PARK BLVD ..CITY OF INDU ROYAL ENGLISH 0AK GLOWING EMBER SETS FOR NATURAL OR PROPANE GAS IMPORTANT~~~~~~~~~~ WHEN LOG SET IS OPERATING,DAMPER M~BE FULLY OPEN. YOUR PETERSON LOG SET IS TO BE BURNE ONLY IN A FULLY VENTED,NON-COMBUSTIBLE FIREPLACE WITH D PER IWD CHIMNEY FREE OF ANY OBSTRUCTIONS.THE FIREPLACE ~usf BE DESIGNED AND APPROVED TO BURN WOOD.Like bl.Iring ii8iiriJ firewood,I'O'J' PaIe"",n log set Is designed to burn with yellow smok~tIame.For this reason, it must be adequately vented.Be sure your fireplaetl rJampar Is fIJIly open wilen you bum your gas log set.The smellest d1mens 01 the chimney flue must be at least 8 Inches."it is smaue'~DO NOT US A PETERSON LOG SET.If fumes from !he burner emerge in the room when the damper Is fully open,creadng a smell like a smoldering .,lamp,II indicates that the fireplace draft is defective.Check chimney flue for ObSFfDO NOT OPERATE LOGS UNTIL THE FIREPLACE DRAFT IS CO Check wllh I'O'Jr dealer or irlslaller.Do not use flrewood with this unil..'. Aoc8f*ld l)y Idling nab\ll ftI tocaI bJiclng ca:iU ard~..0_ hII!.lMiol"8)No..18 72·J(•~:1:~fIICo.........=-=:..'tg::;'l!I CadI ~c;rl ~ND,2399 eo.v-.I.AlMric.,ltlc.J BQX4-24 ROYAL ENGLISH OAK SHOWN ABOVE INSTALLATION AND OPERATING INSTRUCTI nvc~n I n.t"'C I ~H~UN (;0. Real-Fyree GAS FIREPLACE LOG S~ InsWlIeI:pl_leave l"-e Ina1ruct1ons with--Conaumer.pla_ Nteln lor IUture ,elllrence_ FOR YOUR SAFETY If l/OU smoD goa: 1 Open wUldowa 2.Donh"",heIedJi:aI_ S:EXtOiiIuloh anY open flame. 4.~CIlII ".,...goa supplier. ( c ... '.!., 000 FJOURE 5 GAANULE PUCO'EHT \With burner off ard in pilei,tI tunar pan C<JrI'lllalaly with granu/eI.Sbpo g_1\ 9B1ne Btge as tuner p8IL"Thla Ia ,__III inol.wo _.qUOIlIghfng end ..... 1l1m8 cIstribution.Pour smd amount of ganules along aide v.tlere It touches the floor lUI flame dversion.If ia1e1y pilot i, gam,;es ICl a~ld Pouring them I. FIGURE 4 Top logs ahouJd be pl..eel dJogDnaJIy will opoc8 _.logs 10 lam"are noI chok«l oft.Top logs can be tnClYI8d to achle\le _tIomo pollOm.\ _Eft STOP -WHEN ~OG sailS OPEllATlNO. DAMPER MUST BE FULLY OPel ~_ clamp _iii lICl8W (FIGURE 51 It ",*,_IS I moona to prevent fill c!<llIue of tho 1Iro~o d.... ~a6L ' TIJb .,.".,ro aao/IJI o'ttacltod ".- ___~~1CIl ' 811d_be~.1llo clImp ro dISIgrIed III pro_~ -oIlf1ft --=t-..-..10<1 (SH I!guIN _1). _Iho srep-cl/lmp not _I _noot.rep _\ .~.~.(...-b.: Dalal PUlCDIEHT"GRATE 1lEJ'lA~IIENT SpIInkJo _I1IOm No.13)_ard Slftoo d Replace grato In posJIon '0II11gtn " lnolal _Izer clips 110m No. lS)10 grIte b8tI 10 aloel In dips fiI over bock _aI_ U.bois IIr'ld nutllIO secure In poolJlon.Add amborIlll_d graIo (see ~lll'O 3,I IlIfely pilot kit Is lnetaled,l'IImCY8 COVOI. lOG PUCEIIEHT For _-...nco and ~....Iog pIournont ..very .i7pw"'~~log Ia pIocod In '""'- Socond IorQool log ..~I on back d grata.PrO'ddI 8 3" apace belween tori Ind ,.... Ioga r-Igln 4).nos ""'_...0Il0Igy IIIJcIent and _ radJlIIIng otfacl of lho log iii and aIIo reclJCeS C8Ibon build up. FrGURE 3 GENERAL ReaI-F~Gal logs must be lnsloIleel only in a wood burning fireplace with nu.at leaSi 8'at smallest dimension.Open dampo<fuIy end be ",.darnpor 0l0p damp I.In place.,_Dll/llPOf Slop In ...lIa!Ion Inslrudiono boIow}. Check paItS list 10 be SUB all p.arts are included.lreIpecI to be sure burner has the hJel Injector or air mbler InstInect.For proper perrormance,use only RObert H,Peterson Company pans and accessories.Gas supply pipe must ba 1/2- mInimum 1.0,or larger (314')if gu line Is longer than 20'. REFER TO PARTS LIST WHEN FOLLOWING THESE INSTRUCTIONS. GRATE ANO BURN!R ASSEMBLY 1.Tum oft gas supply tD fireplace. 2.C_1inIpIaca Iclot of anv ash... 3.Place grote (10m No.8)..far bock in ftroplO<:e as poooibio (see figure 1,<3raIo Is _rod. widesI in front.Cf!ll"1t8f grale left FJGUR~1 10 right 4.Place t>Jner pan ,_No.n ..-gralO _open edge toward frort ond burner _edge Ipproxinlal8y half way under Il'*1_1lgUro 1,Remove gral8. CONNECT BAS SUPPLY Use CK-4 conn",*"kit (110m No.g).W blbing must be shor1ened,use lube elitei'.Use proper ftarlng I0OI to ra--tlare end W1Ubo mull bI bOnt,UJeIulIy make bend using 1Ubo binder Of <NO<YOII'knoo.DO NOT KINK lUBlNG.PIPE COMPOUND.RESISTANT TO THE ACTION OF LP.GASES, MUST BE USED ON All.THREADED MAl.£CONNECTlONS, EXCEPT BRASS TO BRASS.The bUl'1'llllr fuel in;ector and air mlx.r ahhough brass in coIof 81'8 not brass and pipe compound must be used.FU4I injector or air mixer cen be mounled at ellhef end of burner,If necessary to adjust for gas supply.Be sur.to re--cap open end, 1.INSTAWNQ LOG SET WITH REMOTE VIoJ..VE.Using CK-'4 COI'lnedDr kI.anach brass heel'll efbow (ttem No.12)to gas supply,and ~n.AlIach """'lor bnlSI conrodot'-~ No.10)to bumor IuoI IlljocIDr (10m No.8,Comoct holl1h elbow {ltBm No.12}end IITlIIIII br8sI connector elbow [18m no. 101lDgOlher __I1bir1g IWom no.11,!JlIht molCh oncI pI,.,.next to bumor pipe.CoIotuJly tum on gas .uppIy ""II bumer.ignfl'N.THt all co-mectlcuw lor I811ks with .,..,y waf8tmMIon&__on __tIomto ,•.-to<-. 2.INSTAllING lOG SET WITH MANUAL ONIOFF VALVE (AV. 17 or AV-18).AIICh vaMt 10 burner ulilg 3/8"IIlow suppled with h rnenual vaIYe (eee I~CWI page 4~AerncPte and dacanl small bnlSI connoclllr llbow (_no.10)trom CK-4. __"brG dItOCIl\I III IIIIOd ~auPllfiod will manual vatve.AItiId'l to QIIIl.W/faIIo'lWlg the DIructicn8 In ....first _........-Ihe hNdklg CONNECT GAS SUPPlY. Tum oIf manual va)ve and tum on gas aupply t)tflll)lace.WW1 """'""'".....011,1011 lor _.....__-.. NEVER UU AN OPEN FLAM!!TO TEST FOR lI!AJCS, 3.INSTALliNG LOG SET wrrH SAFETY PIlOT KIT ISPK 20 or SPK 21,Aaembla aaf1lIy pIolldl u per _included wflh kJl AlIICh gu Il.wIY 10 ~pilot kit _CK-4 Connador Klt u in ...paragraph under IIOadlng CONNECT GAS SUPPLY.Tum oIll118ly pilot _....on e-SUI'PIi III ~TNt"_Ior _ aotItDt.....we ...open ..,..to ....for......~·i":..-': ~'.',p .nvn .v 1t~.I"Uoo~_"un y,...,g.~..............\..:4 .'.lb..g..1011 MI mum be'_led by a quallfled por;,;"... lnalrvcllona .....1 be 101 __ully whan lnataliing to Inlu..p_por!omlatlca III be'"""from your g..log MI.. ...-'- ~. L r ,. r" • ROBERT H.PETERSON CO. E 2 '0-.0'11ft 14724 Eaol .......A........0",cI L.W.tty.CA 91746 •(626)36%alS •FAX 1626)369-5979 ) April 9.2004 Town of Vail C/o Michael McGee,Vall Fire Marshall 75 South Frontage Rd. Vail,CO 81657 Dear Mr.Michael McGee: I ~) \ \ I Sincerely. ~~G-- Michael J.Waller Technical Services Manager The Robert H.Peterson Company has recentiy received inquiries regarding the install ion of Real-Fyre Gas Logs in the town of Vail Colorado.witll Btu inputs no~exceeding 30.0 0 Btu's. The G4-16 burner assembly distributed by Colorado Comfort when equipped ~an AB-2M fuel injector on the burner pan will allow a maximum of 30.000 Btu's based on 7"W.c.The orifice on tile burner will have a stamped number #44 on the outsl e for , proper Idenfification.The gas log set if installed according to the Installation a Operating Instructions .....11 operate safely. The Real Fyre G4 Series Gas Logs meet or exceed RAOCO listing #1166 and Z21.11,1-1991 Standard and have been tested in our Certified CSA,Tesling La If you have any questions regarding this matter,please feel free to cont~ct us. ) Ce.Martin Yan,Engineer ""","",rhpclcrson.ccm ~..GI ..Fft~~-RqI-fV--_~Itr.k"1iI""PruducD "d Page 3801-25-2006 Inspection Request R~rtInll ~4!J,:08!!!..11pm!!L l{ValllllI.I,.i.C~O'-'.,jCOl~~QLL _ A/PIO Information Thursday,January :le,2008 JRMnoPOTATO PATCH OR VAlL POTATO PATCH OR CONDOS UNIT> Co~: Ow'rior. C~ oesaIt"l<>n: ~Typo'B-MECH oec.upency: HICKS.GREGORY B. ROO HAll COMPANY ROO HAll COMPANY CONVERT \MXlO TO GAS LOO SET 8ub~:AM!'StItua;ISSUED lnap Arte;JRM Rtau.,t!d In'P'CUOn(,1 ItItm.380 MECH.flntJ R_:ROO HAll COMPANY Comments:gy box code <t681 ~TO:~VfSAdIon:l1me Exp:_ Insoectl9n HIIlm 11m:200 MECH-RO~_:3'0 MECH-HII Itam 315 PlMB-o..ng -.---..- 01"7106 !\IPIj:Ior.""MROvER Commont:25 1>01. "*m:320 MECl"Io-Exl'llutl Aoods 110m:330 MECH-S1lI'PIY Air_:3'10 MEClH..... Item:390 WeCH-Flnlll REPT131 Req ...~Time:08:00 AM Ptlono:-'777-nrYJ Ent.rod By:DGOLOEN K Run Id:4180 TOWN OF VAlL 75 S.FRONTAGE ROAD VAlL.CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT b-...\~o,=~-,,=~ u....\" ~\1 NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address:950 POTATO PATCH DR VAIL Location :950 POTATO PATCH DR,#7 Parcel No :210106306007 Project No :PI!:V()¥-Of!!!"7 Permit #: Status ...: Applied ..: Issued ..: Expires ..: M04-®80 ISSUED 0512112004 09/07/2004 03/0612005 OWNER PENNINGTON,JOSEPH &BETTY J05/21/2004 Phone: 13241 HOLASK LN EDEN PRAIRIE,MN 55346 License: CONTRACTOR BEAVER CREEK PLUMBING &HEAT05/21/2004 Phone:970-471-4850 P.O.BOX 625 AVON,CO 81620 License:141-P APPLICANT BEAVER GREEK PLUMBING &HEAT05/21/2004 Phone:970-471-4850 P.O.BOX 625 AVON,CO 81620 License:141-p Dcsciption: Valuation: ADD 3 NEW GASS LINES 51.000.00 Fin:place Information:RCSlrio:.:lCd:Y Ii ofOIl$Appliances:2 iI orGas Logs:0 ~of Wood Pellet:0 .....................................................................Ff.ESIJMMARY . Mechanical---> "Ian Cheek--> Investigation.> Will CaJI---> $20.00 $5.00 $0.00 SJ .00 RestuanInl I'lan Rcvicw-> ORO Fee --> TOTAL FEES .. so.oo SO.OO $28.00 Total C.lculutctl Fees--> Additional Fce'I'--~ Totall'ennil I'ec-··--> l'lIyllll:lllS----.-•.......> BAI.ANCE DUE-·--> 528.00 SO.OO $28.00 $28.00 $0.00 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Item:05100 BUILDING DEPARTMENT 05/24/2004 GCD Action:AP Item:05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:22 (BLDG.):COMBUSTION AIR IS REQUIRED PER SEC.701 OF THE 1997 UMC,OR SECTION 701 OF THE 1997 IHC. Cond:23 (BLIX;.):INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 liMC,CHAPTER 10 OF THE 1997 IMC. Cond:25 (BLDG.l:GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC.OR CHAPTER 8 OF THE 1997 IHC. Cond:29 (BLDG.):ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.lOI7 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond:31 (BLDG.):BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond:32 (BLDG.):PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond:30 (BLDG.):DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.1022 OF THE 1997 liMC,OR SECTION 1004.6 OF THE 1997 IMC .••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• DECLARA nONS I hereby acknowledge thaL I have read this application,filled out in full the information required,completed an accurate plot plan, and stale that aU the information as required is correct.I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the lowns zoning and subdivision codes,design review approved,Unifonn Building Code and other ordinances oflhe Town applicable Lhereto. REQUESTS FOR INSPECTION SIIALL DE MADE TWENTY·FOUR HOURS IN ADVANC£BY TELEPIIONE AT 479.2149 OR AT OUR OFFICE FROM 8:00 AM •4 PM.,::ro~ SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL,COLORADO Statement •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number; Payment Method: H 10252 R040006583 Check Amount:$28.00 09/07/200408:14 AM Jnit:DDG Notation:Beaver Creek P & Permit NO: Parcel No: Site Address: Location: M04-00BO Type:MECHANICAL PERMIT 210106306007 950 POTATO PATCH DR VAIL 950 POTATO PATCH DR,#7 Total Fees:$28.00 This Payment:$28.00 Total ALL Pmts:$28.00 Balance:$0.00•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code MP 00100003111100 PF 00100003112300 we 00100003112800 Description MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 20.00 5.00 3.00 TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to scale to include: o Mechanical Room Dimensions o Combustion Air Duct Size and Location 6D o Flue,Vent and Gas Une Size and Location 011 DI 1-,0 11 o Heat Loss Cales.'~'1 L/4 o Equipment Cut/Spec Sheets APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETl!OR UNSIGNE£!OT;ou [" Project #:-!...M.!-,~O ILr $~B dO Building Permit #: Mechanical Permit #: •970-479-2149 (Inspecti:-on:-s~)--- 75 S.Frontage Rd. Vail,Colorado 81657 CONTRACTOR INFORMATION :.echa{n:~tra~Lr:~.'l-UTI:,Town of Vail Reg.No.:COntact and Phone #'5: \'-\\:?I C>t"\lRn IJ ,-1.1 41 \-'il' E-Mail Address: Contractor Signa~~\- COMPLETE VALUATION FOR MECHANICAL PERMIT Labor &Materials MECHANICAL:$\0 ClO I><:> Co~Et-E;fgle Coun~v Assessors Office at 970-328-8640 or visit www.eao/e-countv.com for Parcel # !1'arcel #/r-.I D \("\lll:'->C ("ACYl I JOD Nam",--'\-lSl-bTCI \.::¢.ICJ4 JObAdd~~~EO \T "tt,....l 0 1:0 lJ~lIlJ GoTh t.J Legal Description I Lot:II Block:II Filing:Subdivision: o ~ti,:-,,\,"4Cl(e~,:\\\•J P~IS~o.:\l-\.I q \~ Engineer:Address:Phone: Detailed description of work: Li "-J&S ,\1-00. ~IJ~.J ~.s ,..-.-+\:~4lGel',r\I,\~i'\~ Work Class:New ()Addition ()Alteration ~)Repair ()Other () Boiler Location:Interior ()Exterior~)Other ()Does an EHU exist at this location:Yes ()N00<l Type of Bldg:Slngle-famlly ()Duplex ~)Multi-family ()Commerdal ()Restaurant ()Other () No.of Existing Dwelling Units in this building:~II No.of Accommodation Units in this building: Norrvoe of Rreolaces ExistinQ:Gas ADDliances (0)Gas LOQs (oj Wood/Pellet f:\1 Wood Bumina ('~) No(Type of Rreplaces Proposed:Gas Appliances (2Y Gas Logs <\)Wood/Pellet ()Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device?Yes ()No () ************************FOR OFFICE USE ONLY***************************** Other Fees:Planner Si n-off:Acce ted B: ORB Fees:Date Received: \lVoilldala\cdev\FORMS\PERMITS\MECHPERM.DOC 01fl6J2002 Parcel Detail Page 1 of3 County Omelals I County Services I Community I Videos Advanced Search J Calendar I Eagle County Assessor/Treasurer Parcel Detail Information Assessor{Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Basic Building CharacterrstlCS I Tax Inrormatjon Sales Detail I Value Detail I Resldential/Commerdal Improvement Detail I land Detail Tax Area lI==;;A;;«;;:o~u~n~'~N~u~m~be~'~==iIIF==~pa~'~<e~'~N~u~m~b§e~'==l1 Mill Levy SC103 II R010381 II 210106306007 II 46.566 Owner Name and Address IPENNINGTON,JOSEPH &BETTY]Q -JT I 113241 HOLASEK IN I leoEN PRAIRIE,MN 55346 I Legal Description IlfQNDO:POTATO PATCH CLUB IICONDOMINIUMS UNIT:7 BK-0445PG-0692 1I0eo 06-02-86 Location 1 Physical Address:IlPOTATO PATCH DR UNIT:7 VAIL I I Subdivision:IlPOTATO PATCH CLUB CONDOMINIUMS I I Acres,110.197 I Property Tax Valuation Information il 1 II Actual Value II Assessed Value I 1 Land,II 97,78011 7,7801 1 Improvements:II 723,23011 57,5701 I To'al,II 821.01011 65.3501 I sale Date:111/22/2004 I http://www.eagle-county.comiGoodtumsiassessor/parcel.asp?ParceINumbeF21 0I 06306...0512112004 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TiMES Job Address: Location : Parcel No : Project No : MECHANICAL PERMIT 950 POTATO PATCH DR VAIL 950 POTATO PATCH DR,#7 210106306007 •i(30'i -0157 Penn it #: Status ...: Applied ..: Issued ..: Expires _.: M04-0093 i\\o'(~ ISSUED 06/0312004 06/0712004 1210412004 OWNER PENNINGTON,JOSBPH &BETTY J06/03/2004 Phone: 13241 HOLASK LN EDEN PRAIRIE.MN 55346 License: CONTRACTOR HEARTH EXCHANGE,INC.(THE)06/03/2004 Phone:970-827-9623 P.D BOX 670 MINTURN,CO 81645 License:174-M APPLICANT HEARTH EXCHANGE,INC.(THE)06/03/2004 Phone:970-827-9623 P.D BOX 670 MINTURN,CO 81645 License:1?4-M Desc;pt;on:CONVERSION OF A WOOD FIREPLACE WITH INSTALLATION OF A GAS LOG SET Valuation:$3,071.00 Fireplace InfiM"mation;Rcstricted:Y II orGas Appli.ntes:0 ~orGas 1.0gs:0 If of Wood l'elld:0 .....................................................................FEE SUMMARY . MecharlicllJ·->$80.00 I{csllW1ll11 Plan Review_>$0.00 TOtl1 CIICU!alCd I'ees->$10].00 Plan Ched->$20.00 ORB Fee >$0.00 Additional Fees >(S10].00) Investigation.>$0.00 TOTAL FEES >$103.00 1'0111 PenM Fee->$0.00 Will Call->$3 .00 l'aymenls >$0.00 BALANCE DUE----->$0.00 ................................•..•..•..•..•,.••.••.........................................................•..,.•...•.....•.................... Item:05100 BUILDING DEPARTMENT 06/03/2004 JS Action:AP Item:05600 FIRE DEPARTMENT CONDITION Of APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:22 (BLDG.):COMBUSTION AIR IS REQUIRED PER SEC.701 OF THE 1997 UMC,OR SECTION 701 OF THE 1997 IMC. Cond:23 (BLOO.):INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC,CHAPTER 10 OF THE 1997 IMC. Cond:25 (BLDG.):GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC,OR CHAPTER 8 OF THE 1997 IMe. Cond:29 (BLDG.):ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.101?OF THE 1997 liMC AND CHAPTER 3 OF THE 1997 IMe. Cond:31 (BLDG.):BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond:32 (BLDG.):PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond:30 (BLDG.):DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.1022 OF THE 1997 liMe,OR SECTION 1004.6 OF THE 1997 IMC . ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• DECLARATIONS I hereby acknowledge that I have read this application.filled oul in full the information required,completed an accurate plot plan, and state that all the information as required is correct.I agree to comply with the information and plot plan,Lo comply with all Town ordinances and state laws,and to build this structure according to the towns zoning and subdivision codes,design review approved,Uniform Building Code and olher ordinances of the Town applicable thereto. REQUESTS FOR INSPE<,.TlON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE !p'..IE.I-EPHONE AT 479-2149 01{ATOUI{OFFICE FROM 8:00 AM·4 PM. SIGNA OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF 1 ""nial ~!f',Jft~:1bcal Room~'~rD lu~t.nd G.. c Heat Loss CaIc:ulaUona c Equipment Cut/Spec Sheets COMPLETE VALUATION FOR MEClfANICAL PERMIT Labor II<Materi MECHANICAL:$30 7/ao Mechanical Contractor: Contractor Signature CONTRACTOR INFORMATION Town of Vail Reg.No.:Contact and Phone ,'S: 7'-.#;17'.::;.""J lCEIVED ti U.J200 4 .rom for Pllrc:eJ # .I Address:13(J'/.. As.sessOfS Otrfce lit 970-328-8640 or visit www Address: lot: Owners Name: Detailed description of work:~i''''''~~o.,J q.~~ """S~~"''''.A _/c:o..'"...,'- Engineer: Legal Description wort<Oass:New ()Addltlon ()Alteration (vi"Repair ()Other () Boiler lDcatlon:Interior ()Exterior ()Other ()Does an EHU exist at tills Iocatlon:Yes ()No () Type 0(Bldg:Single-ramiy ()Duplex ()Mun;.fa"~(CDmmefdal ()Restaurant ()0ll1el'() No(...., Wood Burning (NOT AllOWED) Wood Bumi No.rJ Accommodation Units in this building: () ./ No.of ExistIng Dwelling Units in thts bundlng: Is this a conversion frum a wood burning flreplace to an EPA Phase U device? No of Fire laces Existln :Gas A.lances Gas 5( No{Type of Fireplaces Proposed:Gas Appliances (v')Gas Logs () F:/everyone/fonnl/ft'ledtPflml 04-21-2005 4?I_211_ ---Inspection Request Reporting ~CO-CIb'Qf _ ReqlWStfo(f Inspe<:t Date: Inspection ArM: tit.AddrNI: Fr101Y.ApfiI22,2005 GO 8M PQTATOPATCH OR VAIL i50 POTATa PATCH OR.11'1 Sian...ISSUED Insp Area'GO DGOLD£N K 91().471·..a.60 97~71·4850 Phone: o Exp _ A.lP!Q Information AdM1y-M04-OO8O Typo-IH'fCH Conot Type,Q<.ouponc:y, OWner:PENNtNGTON.JOSEPH &BETTY JO JT Applceot BEAVER CREEK PlUMBlII.'G &HEAT Contractor.BEAVER CREEK PlUMBING &HEAT Oosc""",,,,'ADD.NEW GAS LINES eomment ROUTED TO GREG DENCKLA •lCAMPBEll Coo1ment THS INSTAlLATION IS GASnTE.f'ROVICE INSTALLATION INSTRUCTIONS ON JOB SITE. +1·70000 BTH:HR FOR APPlIANCES .•GOEf'IC?<LA R!Qy.Jbtd InsppcUon(sl /~ ftem:~~CH-Fln.al Reqt.eSlDr:BE ....VSR C7EE Comments;,7 \ A9sIgned To:COAV/&_ 1\cI1on,---t-- Insp!Ctk?n Hlltoa m'!tim: item: hem: :lOO MECH-Rough 310 MECH-....aB"315 PlMB-Ge.P1 ng -~••""0&04 _,GCD Comment OASme CSST 10J>01 TEST 320 MECH-ExhaUit Hoods 330 lIECH-SuppIy All :l4O MECH-MIoiC 390 MECH-AI\I1 REPT131 Run Id:3153 ,. 1)4·21-2005 427.P!Jl ---------Inspectlon Request Rsportlng Vall.CO ,l:It)t.Qt._ Page 11 A/P1p InfQrrnlOOO Requestttd Insp.tCt 0...: In.pocttcmArM, SltaAddre••: Fnd.1,~~I22,2005 JRM 9SO PaTAto PATCH OR VAlL 9!lO POTATO PATCH OR,fI7 stltus.ISSUED InepAIae JRMConst~: Owner: Aoo/lcant Conlrletor D..ulptk>n: M04-OO93 Typo;6-MECt! OCCuponcy PENNINGTON,JOSEPH &BETTY JO.JT HEARTH EXCHANGE,INC,~)Phono'970-027-8623 HEARTH EXCHANGE,INC.)Pho,.:970-827·9623 CONVERStON Of A WOOD REPlACE lMTH INSTALLATION OF A GAS lOG SET R~UiI!'stt<t Time:11:00 AM Phone:970-827·9623 Em-reo By:OGOLOEN K RfOUfsted InlDfcUoru) Item:3g()MfCH":lnal Req...-;HEARTH EXCHANG£.INC,(THE) Commtntl.'7 Assfgned To:COAVlSAction;,..".Esp;_ !!l:uz'Ctlon HI,t9!) !lam:200 MECH-RO~ 11am:310 MECH-Hea_,315 Plll6-Go.PI no Item:320 MECH-EJ:t'.euist Hoods IWm:330 MEeH-Supply AJr Item:340 MECH-MtiC. ltem~390 MECH-FlnII REPT131 J ( I Run Id:3153 BO I-OJ I0ADDIALTSFRBUILDPERMIT DEPARTMENT OF COMMUNITY DEVELOPMENT ?obk?e..-LJ CJ.....c\o '-tIM \l';yIW",~;!e:fv\-S I- THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ~S v.-",-~L8 TOWN OFVML 75 S.FRONTAGE ROAD VAIL,CO 81657 970·479·2138 NOTE: Job Address: Location : Parcel No : rrojcct No : 860 POTATO PATCH DR VAIL UNIT #28 POTATO PATCH CLUB 210106306028 \::jffi \-C ")J ") Status ...: Applied ..: Issued ...: ExpIres. ISSUED 10103/2001 10/22/2001 04/20/2002 OWNER AGUILAR,LUIS G.10/03/2001 Phone: C/O JONI TAYLOR 285 BRIDGE ST VAIL CO 81657 License: CONTRACTOR PEAK PROPERTIES -RON BYRNE 10/03/2001 Phone: 1000 LIONS RIDGE LOOP SUITE 3A VAIL,CO 81657 License:164-A APPLICANT PEAK PROPERTIES -RON BYRNE 10/03/2001 Phone:970-479-9990 1000 LIONS RIDGE LOOP SUITE 3A VAIL,CO B1657 License: Description: REMODEL LAUNDRY,KITCHEN,BATH NEW FLOORING AND PAINT Occupancy: Type Construction: RI V I-HR .Multi-Family Type V I-Hour Valuation:$200,000.00 Add Sq FlO o Fireplace Information:Ka;trietcd:Y It ofGa~AppliDnc~,;:()#ofC;a~Logs:0 1/of Wood Pcll(!\:0 .....................................................................l'~t;Stl/'.l\'1AI!:Y . Bul1dillg••-;..$1,140.00 ResluarnnlPlaIlRc\'\cw-$0.00 TOl.alCakul~lcdFel!l;-·'$1,884.00 PlanCt..."I.->$'741.00 UI!:UFce $0.00 AddiliulllllF~..._:-$0.00 h.m:sti8"lion·:'$0.00 RocreatlonFce---$0.00 TOIal PCllnit Fc.::--:>$1,884.00 WillClIll->$3.00 t:l~n·upDcpmil------$0.00 ril)Tll~,"I~$1,884.00 TOTALFEES------,$1,884.00 1.IALANCF.DlIE--$0.00..........................................................................................................'.,. Approvals: Item:05100 BUILDING DEPARTMENT 10/22/2001 JRM Act.ion:AP Item:05400 PLANNING DEPARTMENT It.em:05600 FIRE DEPARTMENT It.em:05500 PUBLIC WORKS................................................................................................................................................. See page 2 of this Document for any conditions that may apply to this permit. PAGE 2._•••••*••••••••••••••••••••••••••••••••••••••••_-_•••*••*•••••••••••••••••••••••••••••••••••••••••••••• Pcrmil#:BOI-0310 CONDITIONS OF APPROVAL as or 10-22-2001 Slotu,:ISSUED •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Pennit Type: Applicant: Job Address: Location: Parcel No: ADDIALT SFR BUILD PERMIT PEAK PROPERTIES -RON BYRNE 970-479-9990 860 POTATO PATCH DR VAil UNIT #28 POTATO PATCH CLUB 21010630W28 Applied: Issued: To Expire· 10/03/200 I 1012212001 04120/2002 Description: REMODEL LAUNDRY.KITCHEN.BATH NEW FLOORING AND PAINT _..**_Conditions . Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cand:16 (BLDG.):SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.310.6.1 OF THE 1997 UBC. DECLARATIONS I hereby acknowledge that I have read this applicalion.lillcd out in fulllhc information required.completed an accurate plot plan.and state that all Lhe information as required is correcl.I agree to comply with the infonnatiol1 and plot plan.to comply with all TO\\1l ordinances and slaLe laws,and to build this slruclW"c accordill£to the LO\\115 zoning Dnd subdivision codes.design review approved, Uniform Building Code and other ordinances oCthe TO\\l1 applicnblc thereto. REQUESTS "OR INSI'F.CTfON SIIAI.L BF.MADE TWENTY-FOUR IIOURS IN ADVA.N'CE BY TELEPHONE AT 419-213//OR ATOUR OI'FI(;~FROM 11:00 AM -j PM. Send Cl~an-up D.."'VOSil TQ:NlI\ COntact and Phone #'s: RoN C'Of.lSTI ~N 3'10-041/S- .;\~ng.mechank.l,etc.! General Contractor: \'fA~\1RV,[)~QTIES TOWN OF VAlL 75 S.Frontage Rd. Vail,Colorado 81657 COMPLETE VALUATIONS FOR BUILDING PERMIT Labor &Materials) BUILDING:$ELECTRICAL:$OTHER:$ PLUMBING:$MEOiANICAL:$TOTAL:$;i\(li/'.0 '""'."''' For Parcel #Contact Eaale County Assessors Office at 970-328-8640 or visit www.eanle-coun"<com Parcel #~{O ~o6?>0 {0 'J.,.'t. (application wi I not be accepted without parcel number).~ Job Name:III Fillv'j)Job Address:v;;I.If !"'TAr,?ATCf(~~N ~_g'lo FurA7-';I'Ate -0 Legal Description II lot:I Block:II Filing:I ivision: Owners Name:TOlf;V Al 671"/}Address'f a.flox 5?&,0 ".11 .uS';'..Phone:'171-b(;;7 Architect/Designer:Address:Phone: Engineer:Address:Phone: Detailed description of work:If~M.PI {£lAu".'RY (Ie"IrCl-/eN /furl(I #E I-.J F (P"I/,;t/C-1'/1"';""'", Work Class:New ()AddItion ()Remodel 9<f Repair ()Demo ()Other () Work Type:Interior ~Exterior ()Both ()II Does an EHU exist at this location:Yes ()No CXl Type of Bldg.:Single-family ()Two-family (><[Multi-family ()Commercial ()Restaurant ()Other () No.of Existing Dwelling Units in this building:::l II No.of Accommodation Units in this building: Noffvoe of Fireolaces Existina:Gas ADDllances ('Gas Loos (1 Wood/Pellet /'Wood Burn;na ~, Nofrvoe of Firealaces Prooosed:Gas ADDlIances ()Gas Loos ()Wood/Pellet ()Wood Bumlnn 'NOT ALLOWED' Does a Fire Alarm Exist:Yes <X)No ()II Does a Fire Sprinkler System Exist:Yes ()No DO ··••······························:lII···FOR OFFICE USE ONLy···········:lII·························· I Accepted By: Planner Sign-off: Date Received: OCCUDanCV GroUD: TVDe of Construction: public way Permit Fee: F:/everyone/formS/bldgperm IOther Fees: ORB Fees: Questions?Call the Buildin9 Team at 479-2325 Building Permit Submittal Checklist Department of Community Development Project Name:~,A'-LL,--,-f_(J-,-;J----,l)=------,-:-_ Project Address:_"",Z....,Ii'--_Lf!LO.LTL/A.LT-"O=----_LPAa..LT-"C'-'H'-"__--'=C:....(::.'_'~(/l,,-__ ./This Checklist must be completed before a Building Permit application is accepted. o All pages of application is complete o Has DRB approval obtained (if required)Provide a copy of approval form o Condominium Association letter of approval attached if project is a Multi-Family complex o Complete site plan submitted o Public Way Permit application included if applicable (refer to Public Works checklist) a Staging plan Included (refer to Public Works checklist)No dumpster.parkinq or material storage allowed on roadways and shoulders without written approval a Asbestos test and results submitted if demolition is occurring a Architect stamp and signature (All Commercial and Multi family) a Full floor plans including building sections and elevations(4 sets of plans for Multi·Famlly and Commercial) a Window and door schedule a Full structural plans,including design criteria (ie,loads) (]Structural Engineer stamp and signalure on structural plans (All Commercial and Multi Family) o Soils Report must be submitted prior to footing inspection 1:1 Fire resistive assemblies specified and penetrations indicated o Smoke detectors shown on plans 1:1 Types and quantity of fireplaces shown Applicant's Signature:__+~"---""=:;c~_'C""''''-'..............-'=-''''''=--_ Date of submittal: Received By:_ F:!everyonejformsjbldperm2 HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Department Russell Forrest,Director, (9701479·2139 Check all that applies. 1.Which Department(s)did you conlact?. Building L Environmental __Housing_Adnnn __ Pianning __ORB PEC _ 2.Was your initial contact with our stalf immediate---A slow __or no one available ? 3.if you were required In wait,how long was it before you were helped?,_ 4.Was your project reviewed on a timely basis?¥esv No If no,why not?=9=-_ 5.Was this your first time to file a ORB app __PEC app __ Bldg Perm~NJA 6.Please rate the performance of the slaff person who assisted you: (S;4 321 Name:_---,~,-,----- jfnowledge,responsiveness,avaHabil~) 7.Overall effectiveness of the Front Service Counter.ciJ 4 321 8.What is the best time of day for you to use the Front Service Counter?_ 9.Any comments you have which would ailow us In better serve you nexltime?·_ Thank you for taking the time to complete this survey,We are cOrnrrltted In improving our service, : WHEN A "PUBLIC WAY PERMIT"IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBUC WAY PERMIT', CJ Is this a new residence?YES __ Is any utility work needed?YES,_ YES __ Does demolition work being performed require the use of the Right-or-Way,easements or public property?YES,___NO x. NoL NolIsthedrivewaybeingrepaved? CJ CJ u CJ Is a different access needed to the site other than the existing driveway?YES __NoL o Is any drainage work being done that affects the Rjght~of·Way,easements,or public property? YES NO X o Is a "Revocable Right-of-Way Permit"required?YES __NO )< o Is the Right-or-Way,easements or public property to be used for staging,parking or fencing? YES NO ')(, If answer is NO,is a parking,staging or fencing plan reqUired by Public Works? YES NO X. If you answered YES to any of these questions,a "Public Way Penn it"must be obtained. "Public Way Permit"applications may be obtained at the Public Work's office or at Community Development (a sample is attaChed).If you have any questions please call Leonard Sandoval in Public Works at 479-2198. l HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. lGAI<fRof£/1 TlF.> Contractor Signature Job 0'P,oject Name:_LAL:.L,.:F'-;-O-'-/V--"lJ--:-_ Date Signed:!~/)./')0 '"I ~. Company Name F:/e veryooejforrns/bldperm4 PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Buildin~Permits: ).-Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions thena "Public Way"permit is required.You can pick up an application at either Community Development,located at 7S South Frontage Road or Public Works,located at 1309 Elkhorn Drive. ,Notice sign-ofts for utility companies.ALL utilities must field verify (locate)respective utilities prior to signing application.Some utility companies require up to 48 hours notice to schedule a locate. :..A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used.This plan will show locations of all traffic control devices (signs,cones,etc.)and the work zone,(area of construction,staging,etc.).This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter.Be aware that your resubmission for winter may be denied depending on the location of construction. ,Sketch of work being performed must be submitted indicating dimensions (length,width and depth of work),This may be drawn on the traffic control plan or a site plan for the job. .,Submit completed application to the Public Work's office for review.If required,locates will be scheduled for the Town of Vail electricians and irrigation crew,The locates take place in the morning,but may require up to 48 hours to perform. ;...The Public Work's Construction Inspector will review the application and approve or deny the permit.You will be contacted as to the status and any requirements that may be needed.Most permits are released within 48 hours of being received,but please allow up to one (1)week to process. ;..As soon as the permit is approved,the Building Department will be notified,allowing the "Building Permit"to be released.Please do not confuse the "Public Way Permit"with a "Building Permit". ;;;..NOTE:The above process is for work in a public way ONLY.Public Way Permits are valid only until November 15th.A new Public Way Permit is required each year if work is not complete.Re-application each November 15th does not mean an automatic renewal. I have read and understand the above. 'Oatb SignedSignature F:jevervaY#rormsjbldperm5 BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval,Engineer's (Public Works) review and approval,a Planning Department review or Health Department review,and a review by the Building Department,the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small)and all multi-family permits will have to follow the above mentioned maximum requirements.Residential and small projects should take a lesser amount of time.However,if residential or smaller projects impact the various above mentioned departments with regard to necessary review,these projects may also take three (3)weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I,the undersigned,understand the plan check procedure and time frame.I also understand that if the permit is not picked up by the expiration date,that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by:CoY;:!IE;V Print name 11-.~CI~- Signature Project Name:If L F (J ,,;/tJ Date:__---'--I-'-":I-I:-!!.;;J,:!...LI.::-Jc.:9:-"''-'I _ F:everyonejrormS/bidperm3 APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 __ pw#O 0-0 DO 0 Parcel #0 000-000-00-ODD Bldg.Permit#:1m 00-DODD 1.Job Name 2.EKcavalJng Contractor Name Street Address Mailing Address O 00 -0 (II unknown call 479-2138 eKI.0) TOV Contractor's License Number REQUIRED ( City Stato Phone # 3.Sian Date Completion Dale (Permit Expiration Date) 4.Work is for (circle one)Water Sewer Gas Electric Telephone CATV Landscaping Temp.Site Access Other _ Depth _ Total SF S _ Total LF $_ Tolal Permit Fee $_ ST BE ON THE JOBSITE BEFORE THE en working on asphalt. olected al all times. utility locations and approvals.Once all utility company ting application through the Public Worl<s office to obtain the ow up to one week to process. Length _ 6.ALL MATERtAL.EQUIPMENT,AND TRAFFIC CO JOB IS STARTED. 7.Rubber out-riggers are required on excav Asphalt surfaces underneath the buc a a.A signature below indicates a rev! signatures are obtained,permittee necessary Town of Vail signatures. Public Service Company (1-800-922 Public Service Natural Gas Group (1-BOO-922-1987)_ Bond Amount $_ 5.Trench-widlh _ (min.4') U.S.West (1-600-922-1967)_ TCI Cablevision of the Rockies (1-600-922-1987)_ Eagle River Water &Sanitation District (970-476-7480,ext.114)_ Holy Cross Electric Company (1-800-922-1987)_ Town of Vall Electricians (970-479-2158) Town of Vail Irrigation (970-479-2158) Town of Vail Public Works Construction Inspector (970-479-2198) 9.THERE Will BE NO TOTAL STREET CLOSURESl A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. 10.All excavation must be done by hand within 18"of utilities -(Senate Bill 172). 11.Pennittee must contact Publ1c Worns Department at 479-2198 24 hours prior to commencing of work.Failure to notify the Town will result in forfeiture of bond money.Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection lee. 12,I certify that I have read atl chapters of Title 8-Public Waysand Property,of the Vail Municipal Code and atl utility company agreements,signed by me,and will abide by the same,and that all utilities have been notified as reqUired. ATTACH PLAN OF WORK,INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show streets with names,buildings,and location of cuts.USE DASH LINES FOR CUT. Contractm's Signature of Agreement Print name c1earty Dale 01 Signature White -Public Works Yellow -Contractor DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! 1)le~lse rend lind check orf elicit of the items helow: D The Town of Vail Building Department has developed the follOWing procedures to ensure that new construction sites have adequately established proper drainage from bUilding sites along and adjacent to Town of Vail roads or streets. D The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site.Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for foolings,temporary electrical or any other inspection.Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department.Allow a minimum of 24 hour notice. D Also,the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary.Such approval must be obtained prior to any Final Certificate of Occupancy issuance. Agreed to by: Project Name: Date Signed: !lON C 0/'-'51;'£/1/ ;Print Name .t?~C'-<:E ~- Signature F:{everyonejformS/bidperm6 Position or Relationship to Project: MATERIAL STORAGE ANO CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10:DEPOSITS ON PUBUC WAYS PROHIBITED a Unlawful deposits:Subject to subsection C thereof,it is unlawful for any person to titter,track or deposit,or cause to be littered,tracked or deposited,sand,gravel,rocks,mud,dirt,snow,ice,or any other debris or material upon any street,sidewalk,alley or public place,or any portion thereof. o Notice;Abatement:The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof,or who has in the Director's employment a person who violates or causes another to violate the same,top remove such sand,gravel.rocks,mud, dirt.snow,ice or any other debris or material within twenty four (24)hours after receipt of said notice by the Director of Public Works.In the event the person so notified does not comply with the notice within the period of time herein specified,the Director of Public Works,or other authorized agent,may cause any such sand,gravel,rocks,mud,dirt,snow,ice,debris or any other material to be removed from any street or alley at the expense of the notified. a Summons and Penalty:As an alternative to the notice for removal proVided in subsection B above, any person who violates or causes another to violate the same,may be issued a summons to appear before the Municipal Court of the Town for said violations,and upon being found guilty of a violation hereunder be punished as provided in Section 1·4·1 of this code. o Notice and Penalty:It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as prOVided in subsection B hereof,and any such person shall,in addition to payment of the expense of removal Incurred by the Director of Public Works,as prOVided in subsection B hereof,upon being found gUilty of a violation hereunder,be punishable as provided in Section 1-4·1 of this Code.(1997 Code:Ordinance 6 (1979). CODES 7~3A·l AND 7-3A-3:PARKING OBSTRUCTING TRAFFIC &IMPOUNDMENT AUTHORIZED a No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffiC or proper street or highway maintenance.(Ord.2(1968)§1) o Whenever any police officer finds a vehicle attended or unattended,standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article,or left unattended for a period of twenty four (24)hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4·1102,as amended,the officer shall require the vehicle to be removed or cause it to be removed and placed In storage in the nearest garage or other place of safety designated or maintained by this Munidpality,and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle-In- addition to a ten dollar (SI0)impoundment charge.(Ord.2(1968)§3:Ord.28(1981)§I) I have read and will comply with the above code provisions:_"-/?-L-,C";</,--;""--..C,;;--,,C-''''''-/Lr..:T,-/-,E:o.(V<-_ Print Name-;1-'--..~C-.,--=-- Signature Date Signed:_-,/<...U:,/,-,A'I/c.."'=O_O-LI_ r ./C'I eryonc:lJi IOTI""'IlJ rocrn I7 TOWN'OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD VAIL,CO KI657 970-479-2138 OTE:THIS PERMIT MUST BE POSTED ON JOBSITEAT ALL TIMES Job Addrcs", Location : Pnrcel No : Project No : ELECTRICAL PERMIT K60 POTATO PATCH DR VAIL UNIT #28 210106306028 Permit II: Slaws ...: Applied ..: Issued. Expires . EO 1-0259 ISSUED 11/05/2001 11/0712001 05/0612002 OWNER AGUILAR,LUIS G. C/O JONI TAYLOR 285 BRIDGE ST VAIL co 81657 License: CONTRACTOR WHITE RIVER ELECTRIC POBOX 1118 AVON CO 81620 License:145-E APPLICANT WHITE RIVER ELECTRIC POBOX 1118 AVON CO 81.620 License:145-E 11/05/2001 Phone: 11/05/2001 Phone:970-949-1403 11/05/2001 Phone:970-949-1403 Desciption: Valuation: REMODEL LAUNDRY.KITCHEN.BATH NEW FLOORING AND PAINT $12,000.00 .....................................................................FI::I~SUMMAR". EJe,ctriCll·->$216.00 TUh!l C.k..,I.IOO F~"-'l-$219.00 DRU Fu--->so.00 AtWilil)l1ll FllCl;-.__$0.00 lllvellliphon...·>SO.00 TUllIl P~~il F.oc---··$2151.00 Will Call-->$].00 r.)'mt11ll1 S2151.00 TOTALFEES-:>$2151.00 RAI.ANCF.Dti£,---:.$0.00 ...........tt.t •. Approvals: Item:06000 ELECTRICAL DEPARTMENT 11/05/2001 DF Action;AP Item:05600 FIRE DEPARTMENT........................................................................................................................................................ CONDITIONS OF APPROVAL Cond:12 (BLIX;.l:FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE ......................................................................................................................,.,.".,,.,.., DECLARATIONS I hereby acknowledge Lhat I havc rcad this application,filled out in full the information required,completed an accurate plot plan,and slate that all the information as required is corrcct.I agrec to comply with the information lind plot plan,to comply with all Town ordinances and state laws,and to build this structure lIccording to Ihe to\l.115 zoning and subdivision codes,design review approved, un;ro~;:#d other ord;nBl ~;\1'11 :PPlienble therelo. 10/31/01 04:49 FAX 970 949 6148 lfDlTB RIVER ELBC W1001 APPUCAnON WIqOT BE A.CCEPTED IF INCOMPlET~OR UN~:>~c ~~, .PrOject #:-----.L!.J -('.:2 1-.:> .Building Pe it #:807-03/0 Electrical Permit #:=:-:-:-c---- 970-479-'..149 (Inspections) .VAt!-~L PERMIT APPLICATION 7S S.Frontage Rd.__I~ Vail,Colot'ildo 816::~~ Contad bale Cou.r-~.'1'S flire at!1 -328-640 Dr 'Sit'www.ea ntv.~'or Parcel # Parcel #(Required if nO bldg.permit #is provided above)2/()I D r,.3 (j h ()7 ~ Job NllIme:A L'·;:'1'')''I ,......,~. legal Description ~lot OWners Name:A 'pt-.',i '-',•r.....'.t J Engineer: Block:~Rling: Address: Address: Joh Address:<7'..,o (I")()r {}7"'.."71J I SlJIxjlVlsion: Phone: Phon!:!: Detailed description of work: 'R£MOj)'<L /Jt.r/.l/j/c."'-klrcNc,·j 8,1;-·!/ Wool<Class:New ()Ad,HUon ()Remodd (J{) wo.,nype,.Inteno'(~Exterior (J Both () Type of BId".:Slngle-f"mJly ()Ouplcx~Multi-farn11y () No.or eosting I>NeIling Units In this bUilding:2... RelJair ()Temp """'"()Other () ~Does an EHU exist at this kx:ation:Yl!!5 () COmmercial ()Restal,Jranl ()Other () No.of Accommodation Units in this:building: No () COMPLETE SQ.FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (ubar &Materfals) Is tI1ls permit for a hot tub:Yes ()No M Does a Are Alann Exist:Yes ()No~},UDoes 1lI Fire Sprinkler System Exist:Yes ()No (p , • AMOUNT OF SQ FT IN STRucruRE,El.ECTlUCA!.VAlUATION,$I •01'70.- CONTRACTOR INFORMATION . E1ectrical Contrnctor.Town or Vail Reg.No.:Contact and Phone #'5: Wl1lTt e.'.yEn..~;",cC1j7.:,NSE -..4!1~-!!{O.f-JoHN Contractor Signeture:(J...(._I~._.-,-..C\.1;., I.............,•••_..___FOR OfFICE USE ONLY:=,~*l11._#..___•••• RECEIVED 'ov "I"1 iOV.COM.OEV. TOWN 0,VAIl:.DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD VAIL.CO 81657 970479-21l8 NOTE,TillS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAl.PERMIT Pennit #:MOI-0271 Job Address: LOCaiioll : Parcell 0: Projet':1 No : 860 POTATO PATCII DR VAIL UNIT #28 210106306028 Slatus ...: Applied ..: Issued ..: Expires ..: ISSIJED 1210712001 0111412002 07/1312002 12/07/2001 Phone:OWNER AGUILAR,LUIS G. c/o JON!TAYLOR 285 BRIDGE ST VAIL CO 81657 License: CONTRACTOR SUNDANCB PLUMBING &HEATING 12/07/2001 Phone:970-748-8977 P.O.BOX 3684 AVON,CO 81620 License:lOl-P APPLICANT SUNDANCE PLUMBING &HEATING 12/07/2001 Phone:970-748-8977 P.O.BOX 3684 AVON,CO 81620 License:lOl-P LJesciplion: Valuation: NEW 110'1'WATER BASEBOARD HEATING SYSTEM $10.000.00 I'ireplllCe Jnformaliun:K~~lric1\."':Y II "f(;l\~AppljmlC~'5:0 1/orGas I.og:;:0 I'of Wood Pellet:0 .......................................................................FEE SUMMARY . Mc.,;..~nkll->$:iOO.00 R~luaJllnt Plan Revle"··'"$0.00 'lotal Calculated F~s·...;.$253.00 l'l;ln ('h~'\:h·->$50.00 DRB Fet--·------'>$0.00 Addillonall'ees--->$55.00 Invc.'ligHlion.>$0.00 TOTAL FEES-'"$2S3.00 1'00ai remlll Fee-_....$309.00 Will r ..lI-·->$3.00 l'aymcJlI;;---->S309.00 UALANCFDUE-->SO.OO .................~....•.••..•...............•.....•..•..••..•...•................•..••.••............•...•.••..•..•.•••.•..••..........••........ Item:05100 BUILDING DEPARTMENT 12/18/2001 CDAVIS Action:AP Item:05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLrANCB. Cond:22 (BLDG.);COMBUSTION AIR IS REQUIRED PER SEC.701 OF THE 1997 TIMC,OR SECTION 701 OF THE 1997 IMC. Cond:23 (BLDG.);INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC,CHAPTER 10 OF THE 1997 IHe. Cond;25 (BLDG;):GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC,OR CHAPTER 8 OF THE 1997 IMC. Cond;29 (BLDG.):ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond:31 (BLDG.):BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond:32 (BLDG.):PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond:30 (BLDG.):DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.1022 OF THE 1997 UMC,OR SECTION 1004.6 OF THE 1997 IMC . ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• DECLARATIONS I hereby acknowledge Ihat I have read this application,filled oul ill full the information required,completed nn accurate plot plan, and slate that all the informalion as required is correct.I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and 10 build this structure according to the towns zoning and subdivision codes.design review approvcd.Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTI;fOR INSPECTION SIIALL 131::MADE TWENTY·POUR 1lOURS IN ADVANCE BY TELF.PHONE AT 479·2[38 OR ATOUR OFFICE FROM 8:00 AM·5 PM. J(x:-z._'~./~ Project #:,-L-P.'~<.L...l."""-J'-L.-_ Building Pennit #:~1~Tt}J~2'E1MechanicalPerm\#: • Town of Vall Reg.No.:Contact and Phone #'5: COl\'TRACTOR INFORMATION • IQWM QFV!Ib ~ECHANICALPgRMIT...AePLICA1JQ.N Perm~will not be accepted w~hout foil ing: < Contractor Signature: Mechanical Contractor: 'Il 75 S.Frontage Rd. Vail,Colorado 81651 , COMPLETl:VALUATION FOR MECHANICAL PERMIT Labor &Materials) MECHANICAL:$ Assessors 0f'Ifce at 970-328-8640 or risit ......n .com for Parr:el # Phone: Phone: SUbdiYIslon: Address: Address: BIod<:Filing:lot: Engineer: Contact Parcel # Detailed description of work; 'N Wor1c aass:New (,y'Addition (J Alteration ()Repair ()Other () Boiler location:Interior M"Exterior ()Other ()Does an EHU exist at th~location:Yes ()No (J Type of 8Idll:Sing"'''unly ()Duplex ()M....",miIy (v1 CommerdaI ()Restaurant ()Othe<() No.of ExIstlno Dwelling Units in this building:No.of AaDmmodation Units in this bUilding: No of Fire llices ExIstln :Gas A llances Gas 5 Wood Bumin No/Type of Fireplaces Proposed:Gas Appliances ()Gas Logs ()Wood/Pellet ()Wood Burning (NOT ALLOWED) Is this •conver.;1on from •wood burning fireplace to an EPA Phase n dev;;e?Yes ()No () building of tight construction (i.e.weather stripping.vapor barriers,caulked,etc.).addi- tional air may be provided using the methocis described in Combustion and Ventilation Air Requirements. 4-COMBUSTION ANI>VENTILATION AIR REQUIREMENTS I.When all air is to be taken from INSIDE a building with adequate infiltration,the confined space shall be provided with two permanent openings to the room,Each opening,one located within 12"above the floor thc other within 12"of the ceiling, shall have a free area of one square inch per 1.000 BTUIH for the total input of all the equipment located in the space.but not less than 100 square inches. 2.When all air is taken from OUIDOORS the confined space shall be provided with two openings,one 12"above the floor the other.12"below the ceiling.Each open- ing shall be sized for total input of all the equipment in the space as follows: a.If opening is directly connected to the outdoors,or if connected to the out- doors through vertical ducts:I square inch free area per 4,000 BTUIH lotal input. b.lf opening is connected to the outdoors through horizontal ducts:1 square inch free area per 2,()(X)BTU/H total input. 3.Ducts,when used,shall have the same cross sectional area as lhe free area of the openings to which they are connected. The minimum dimension of a rectangu- ____-rnraiJ.cdueH~'hes,.--~~... 4.Sealed combustion applications:~ •A 3"diameter vent can be connected directly to the blower inlet bracket to draw outside air directly to the heater. •See Installation section lD page 7 for air intake length limitation. •For air intake,use galvanized steel, stainless steel or equivalent vent material, NOTICE When the Combination \-Vater Heater is to be installed in beauty shops,dry cleaning establishments or other places with airborne chlorides,fluorides,hydrocarbons or clean- ing fluids,it is essential the combustion air is t3ken from outside these areas. 5-CLEARANCES •Clearance to combustibles: Sides 0".Top 0",Rear 0",Front 0". •Zero clearance is permissible to all sides of the Combination Water Heater, but information labels may be hidden. 1\OTICE HM Combination Water Heaters are certi- fied for combustible Ooors.This Combination Water Heater should not be installed directly on carpet.It must be installed directly on the floor or on metal or wood panel covering the entire Combination Water Heater base.The panel must be strong enough to carry the weight of the heater when full of water. •Recommended Clearance for servicing: -Rear:12"for piping &servicing. -Front:24"for access to control and components. -Top:36"for flue ways. -Side:I" 6-LOCATING COMBINATION WATER HEATER •Direct,sidewall venting WAR:-II1\G Give special attention to location of mbination Water Heater vent to avoid osstbility of severe personal injury,death, r substanlial properly damage. }.In-,pie Gas Fired Combination Heater Sealed Combustion " tUf,it.:,J t.i1.'.IIIIII~ llJlJllonly G Model Heal and hot water In one foot print (28"".21") Lijhl weight (less than 400 Ibs) Easy to install \\;th or wIthout a chimney . COlTUiaccd Slainle~stut heat c,xchanger prevenis lime build up -Immersed combustion chamber •Hijh combustion efficiency over 80% Auraccive baked enamel appliance jack.et Stainless Steel forced draft atmospheric burner Two separate buUt-in comrol systems for domestic hot water and space heating CFC free 2"riaid foam insulation . Abundant domestic hot water:50 gal in 10 rrunutes 9/9·d • Domestic Priority Circulator Standard Components •Circulator (prewi~) PrimlU)'30 psi relief v8h'e •Automatic air vent Built-in tow \\'l(ef em·off •Secondary 150 pii lC'm~ture &.preiSure rt:litf va!\"e •Drain valve Domestic thermostlltic mixmi valve •Prewired control pAnel The 0 Model CamhinAlion Hea~i$faetof)'wired for domutic hot Wit«priority to ensure thaI you ~rull out of hot WIl1ef. Sample Installation Featuring a Triangle Tube Air Handler (Hydro-Air Heating and Cooling System) Wet Bue Sealed Comb\.lstlon Chamber Primary Heatlng Loop Hydro Air Heatinj Coil Optional Cooling Coil ---1==== frecwa)'Coenter't TruLtlI1e l...lI:'IO 8\.1ck""'OOd.Nl 08012 Td:(609)228 8S81-Fu:(609)228 3514 E-aail:u.le,o.trl~llel\lbe.com hl[p:llwww.Iri&n,lewtN.com Membe'l'of Tr,onG'orophk 9/S"d HM.Qllt.-IU97 'OJ'3-JClHilf3I\1IS/&l~'1'9Wd't2:S0 tel.se :)]0 Optio""f oUf~UJr ,tlr /fI1~f ,md urm;r.lJlion tit 4Cdll.AL294CQI;:mUit ,Iso be used when venling directly throue.h o'Jtside wall or in ll.n ouulde wall Chimney.When venting through And outside chimney,the:ven!mo.teriaJ must ~sealed and ex.tend the entire lCl\ith of thf'.chiml\~)'.Rder to the rn~tD.llaljon MWl\.IIt/for venting instnlctionl•. Wherl rhel''''Is a Cllit for he"t,the fan commences to nm and once the air pressure switch hu delected an adequate flow of air,\he burner is lit.If the dr now becomes inadequate llS a result of a blockage In ~he air flow,a fnult or failurt of \hc fan,the burner will shut down. The optional sealed combustion air inUlke reduces operational noise and prevent' hO'J$c:holc.contamimues from enterina the hentina 5YI~ms. ". Seal;:;!l:himne)' /op;:lIina J"Sllinl;:u tteel ~'enf pl.pe vertlell'1\l1\lhtollah entire chimney Optional Venting Systems HM-Series·G Model Features/Advantages Sealed Combustion Chamber The HM Series ~G Model Combination Hcal:Cr iii fined with a unique atmospheric ills burner deStined for u~e in a sealed combustion cha.-nber.The flame develops horizontally which ensures",good heat tnIInSfer nUt :lJ\d eliminates any pauibill· ry of the gas bumel p"rls becominC blocked with d~rt during cleaning of the unit or long shucdowtl.periods.The burner is mounted within t\bol(,which is itself cooled by the flow of air provided by the fan which draws combuslion Illr from oUl6ido rhe unh. 9/t;>-d The G·Model Combinll.tion Heater may be vented dlrecl1y [hr"ol1gh Q roof 01'infO an inside chimney ~$il\&standArd 3- inch ~inlle wall e-ft!v;\nited vetlt pipe.When horizont:ll vent runs ex.ceed 5 feet,or when venting throu,gh cold areas.the a-Model Combination Heat\!f mUSf be venT~with AL29· How the G-Model Combination Heater Works Secondary (domestic)water The unit corlt.ins a stainless stUl inner tank/neat exchanger.Due to its Jerge surface area the:reheat time after a deep dnw is \'ery sbon.If durinl the period of domestic bOI ",I'ater derTWld the water lcmperature falls below Ihe secondary thenr.oslat &el point.the:burner fires without circulI-lion 10 the spxc heaoJll t.ystem "'bich .ulIomatically establishes domestic priori. 1)'for the system. Prhnary heating (system)water Durirll the heatina:iCUOn.the Combination Hearer-stored WIIU te:npenltUfe is maintained by me PriOW')'mennoStaL If there is &demand for ,pIC(.heat from the JY,u::m,~bunte'r fires and the circulator St.aJ'U to p'J.mp to the hell!- ing system aner tbe domestlc h()(W&.l~demand is satisfied. Anatomy of G-Model Combination Heater CI'055 5ectlon of Combination Bealer A.Combustion air intake B.Flue-way fitted with s\&i.nless steel turbm;,.toI"$ C.Primary water D.PrilIUl.ry circuit thermostat (up to lSOOF)senstng bulb E.Ga$burner F.Water cooled Immersed combustion chaluber O.Primary circuit dtain OOnnectioll H.COrJugo.ted stai"I~"$teel heat excnanier 1.1 112"of riSld (CFC-'FttfJ)polyurethane insulluion K.Sreel body containing primary water L Primary Conr.~tiotu" M.Bamel (turbulators) N.Primary connection (for space hcsti!'l.g) O.Baked ena!'tI.d Sleet jacktt (for sPACe t.eating) T.Secondary Circuit (domestic wa~r)thennO$U1t sen$iOI bulb U.Safety limil [hemlO&f9r (2ocrF)(manual resell L.W.CO.:Low water cur-off device (r:Of shown) L H N I' -0 c E Hot water outlel Cold 1.7 water inlet T 0 Combustion Mat, K B J D 9/E'd All re!>idtntlal HM Series water healen have bl!.1.'lrl designed for use in combination 5pace heating and domestic hot water applications. Unlike other waler heatm that try to perform the function of spac:e hearing with the domestic hot water,the HM:Series unit with itS uruque ·Tank·ln-Tank"dC5lgn,utilizes two separate Wlter medi- ums,one dedicated (Q space heal.lng (Olller stul tank)and the other ded,icat@d to thl!:production of domestic hot water (inne stainless steel tank). In a uaditional water heater.\he flame d~y hew the domestlc hot Wlter tank in one ~peclfied area on a contiIJuaJ basis ..No a cotu¢quence,lime builds up rapidly in these areu of maximum Il:mpl'ntrore (Fig A).Thi$high lem~also c~tesheut slress, shortening the life expectancy of the water heater. Phose III""Tonk-in-Tonk" • HOI Spou Hu< Domc.tic HotWmr ® w.ter barrier Provitkl E~G}{u1 Di,vibuli<m The corrugal,=d slAinlcu steel inner tank.which is sus· pended inside the outer tank.is able to expand and con· tract which inhibits lime build-up.Since lime deposits do not form on the inner tank.Ihe appliWice will l"Qntinue to 0pcrllie At a hij!her efficiency oyer D significantly lLuier period of time than a traditlonll1 water heater. The.uniquely designed corrugated stainleu steel inner tank enr.ures.max.imu.m heat tnns~r and rapid recovery.In the same foot prinl,lhe HM Series can pto\'ide comfortable space headng and an abu.ndant supply of domestic water. 'ill''I'II III I ."I:,"'\1,'I (,;...,,I II f I h ../·I!,.,.I". '. lIM Series G-Model -Performance based 01'1 fac!ory installed mixing valve set @ 12QO'F mulet TemperalUre. -Cold water inlet tempel"ll>tur~III 40Q F -Peak flow in galloll, -Pt;rfonnance lsI hoUT and con.tinuous flow in GPH • • Combination Heater A UNIQUE Water Heater and Flexible Home Heating System Phase m'i "Tank·in-Tank"des.lgn makes the HM Series G Model Combu'Iatlon Heater an iikal product for any hot water 8.nd space heating application.The.unique:cl<Md heating loop ler barrier" eliminates ditee1 contaCt with stored domestic.hot ater,Beeause of factory in§tal1t:d mix-ina ,·.al\'e.tempered 90'"-125"'F domestic water is distributed to the hOuse fixt\l~,whlle 180"F water in the outer tank I,drc:ul.tW through the heating loop.pro"iding com· fortable.efficient space heatiog at the desired temperature. 1'0' Hydro-c:oil In Air Handle whh Optton.al Coolin,CoIl ,.... Ab'ucdan:Domestic'-11 ,---'1 irl'--===' •TTP Braud P1tIle 'hcat exchanlu un be lolled Willi rt.dil:\t fioor or lno""melt IYltcmt. 130' X.dilnt Floor HUllr.! •MaXI·llo ctalnleu IU!cl hul udanJer Is aT.Ilk&!. loMiOft for Ileatinc spa and swimmilll pools. ''''....bo.. • Brazed plnte and pool and spa he«t exchangers are also ayaiJ3bJe ftom Triangle 'IUbelPh«selII • TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD VAIL,CO 81657 970.479-2138 NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Pcnnit #:POI-OI27 Job Address: Location : Parcel No : Projcct No : 860 POTATO PATCH DR VAIL UNIT #28 210106306028 9UCI-01'7~ SLatus ...: Applied ..: Issued. Expires ISSUED 10/3112001 11112/2001 0511 112002 10/31/2001 Phone;OWNER AGUILAR,LUIS G. C/O JONI TAYLOR 285 BRIDGE ST VAIL CO 81.657 License: CONTRACTOR SUNDANCE PLUMBING &HEATING 10/31/2001 Phone:970-748-8977 P.O.BOX 3684 AVON,CO 81620 License:lOl-P APPLICANT SUNDANCE PLUMBING &HEATING 10/31/2001 Phone:970-748-8977 P.O.BOX 3684 AVON,CO 81620 License:lOl-P DcscipLion: Valuation: BATHROOM AND KITCHEN REMODEL $6,500.00 Fir;:plllO:Information:RestJii:lcd:11 :r orGas Apfllianoe!l:n I:OfGllli I..Qgs:'r!1/of Wood PlllIl:l:11 .....................................................................FF.F.51 JMMARY . I'lumhing·_>$105.00 RCliluarant I'lan Rl:'1CW-'$0.00 Tnl~l C~I~'\Jla!ed Fees··.>$134.25 1'lanChcck-)-$26.25 DRBF<:<.:$0.00 AddiliOlL111'te<.••$55.00 lnl'C.'ltisation->$0.00 TOTAL FEE.'l $134.2S Tobl r~rmil Fee---$189.25 Will Call--:'-$3.00 l'a}1""ol\$189.25 f1AI ...\NCI::DlJl;-.··_··$0.00................................................................................................................................................. Item:05100 BUILDING DEPARTMENT 11/12/2001 DF Action:AP Item:05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE ................................................................................................................................................... DECLARATlONS I hereby acknowledge that I have rcad this application.filled out in full the illfonnation required,completed an accurate plot plan,and state that alllhe information tlS required is correct.I agree to comply with Lhc infonnation and plol plan,to comply with all Town ordinances and stale laws,and to build this structure according to the lovms zoning and subdivision codes,desih'11 review approved. Unifonn Building Code and oLher ordinances of the TO\\11 applicable therelo. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY·FOUR HOURS IN ADVANCE BY TEI.EPHONE AT 479-2138 OR AT OUR OFFICE fROM 8:00 AM·5 PM. ~~"-~~~=---aNATURE OF OWNER OR ~RACTOR FOR ~fiNlSELF AND OWNE COMPLETE VALUATION FOR PLUMBING ) Contact and Phone #'5: JLe-r-. IF INCOMPLETE OR UNSIGNED 5 Project#: Building Permit#:BQI-Q,,?,\o Plumbing Permit #:-,,-_:-__ 970-479-2149 (Inspections) Contractor Signature: Plumbing Contractor: APPUCATION W PLUMBING:$'-'"500 .00 75 S.Frontage Rd. Vail,Colorado 81657 Contact Eaqle County Assessors Office at 970-328-8640 or visit www.eanle-countv.com for Parcel # Parcel #(Required if no bldg.permit #is provided above) Job Name:l;...\.~J;;'~Addr~•.,~~.~_\.,-,"'"<;:><0.0 Legal Description ~lot:!Block:~Filing:Subdivision: Owners Name:I;>..~Address:Phone: Engineer:Address:Phone: Detailed description of work: \i.;..\.\-=,....~." Work Oass:New ()Addition ()Alteration V'f Repair ()other () Type of Bldg.:Single-family ,)Duplex ()Multi-family (v1 Commerdal ()Restaurant ()Other () No.of Existing Dwelling Units In this building:No.of Accommodation Units in this building: Is this a conversion from a wood burning fir.eplace to an EPA Phase II device?Yes ()No () ..........*1r "'1r 1r FOR OFFICE USE ONLy •••••••••••••••••••••••••••••... Other Fees: ORB Fees: Dafe Received: Acce ted B: Planner Si n-off: REC'D OCT 30 2001 F/everyonejforms/pimbperm HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Department Russell Forrest.Director, (970)479-2139 Check all that appfies_ 1.Which Oeparlment(s)did you cantact? Bunding _Environmental __Housing __Admin __ Planning __ORB PEC _ 2.Was your initial contact with our staff immediaie __slow __or no one available ? 3.If you were required to wait haw long was it before you were heiped?_ 4.Was your project reviewed on a timely basis?Yes I No if no,why nol?_ 5.Was this your first time to file a ORB app __PEC app __ Bldg Permit NJA 6.Please rate the performance of the staff person who assisted you: 5 4 321 Name:__-,-,-::::-,---_ (knowledge,responsiveness,availabilityl 7.Overall effectiveness of the Front Service Counter.54321 8.What is the best time of day for you 10 use the Front Service Counle(?_ 9.Any comments you have which would allow us to better serve you nexttime?---,-_ Thank you for taking the time io complete this sur/ey.We are committed to improving our sa'Vice. »1.{;_.__0_-. 24 1.0 ,I®\ , 1 ,.~... .0~:0, ~'q f ,1.''~ttl>::[~.., ~>"~, "S ~;=~... II'"~'0 ;1l ~ "'""'•~, I:I;~,. •l".,,•,Ii'~5'·U' t'., ,! " "1Jr l> Z r fTl<rTJr Y'"''"lJ'U'Y'?',"'"'b ~e',v',v,"'e'y-e'""'""~"'"'u'-(}""-IV '"'"'"'"0 '"'""IV ...N '"I"I"0 ,...N 0 0 '"r , "'"~!Po '"!:.-"<-.§:."...(J) ~-t .§:..!:...~.-~4-:I .-~~~~..----in -,-;;;-S;---!J;-'"!"!",In \1''"tJ\In !>'!"\1'\J1 --;lJ''"Y''"'"'"'"!p, N "I"'"N C I"IV IV N C '"'"..N '"'"0 N N l"N <>N !! :D ~~~-\1J'~-\~~'"'"-\'"2!-;mm-'"--'"-'",:;:,"J:,J:."3:s::~~"."(!J ...';1lCl"...7<~\l ;~":>~\l III 0 ~'ll <>0 '"r r -r r r .,.,...-1 ..:D ;!'!l'"\l rn "~~<l'"0 m '0 '"A,...\l u \0 i-II ~<l C/l,-0,-r ~~0 r ~0 ~..~.. ~$» ~I!' <II ~t:)AP OVED Community Dev"",pment..Depa!'trMnt..Building Solely &In~llCdio. TOWN OF VAlL s~.w.:cs f--'-~~;-'- .......l'I~C r...--oi"~-+--- fn ~! ';fT1 i -:::0o• • TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMBNT OF COMMUNITY DEVELOPMBNT NOTE,THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #,B98-0243 Job Address: Location ... Parcel No .. Project No. 950 POTATO PATCH DR 950 POTATO PATCH #3 2101-063-06-003 PRJ98-0207 Status . Applied . Issued .. Expires ... ISSUED 08/26/1998 08/26/1998 02/22/1999 Description: INTERIOR REMODEL-FLOORS,CABINETS,FlREPLACE Occupancy: Type Construction: Type Occupancy: Phone:970-949-3145 Phone:970-949-3145 TOV/Comm.Dev. Clean-up Deposit Refund RE ~proved --,V!-",,':::...=-=-__ amount /cJO.c/O date -.!:f.{l-l/DY 80401 Multi-FamilyR1 CASABONNE ENTERPRISES POBOX 836,AVON CO 81620 CASABONNE ENTERPRISES POBOX 836,AVON CO 81620 BURKE KEVIN H &LINDA W 2142 MONTANE DR,GOLDEN CO CONTRACTOR OWNER APPLICANT Valuation:24,000 Fireplace Info~.eion:Reatricted'Y 1I0f Ga ..Jlpplbneea:1I0f Ge ..Loge: •••••••••••••••••••••••••••••••*••*••••••••••••••••••••••••PEE SUMMARY •••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Bullding-----> pian ch",d<---,. Inv....tig..tion> Will Call----,. 215.CG 185.25 .00 LDD Reatuar..nt Plan Review--,. DRB 1"....-----------------> Recreation I"e ..·--··--···" Cl ••n-Op Dopo.it········,. TOTAL FBES--------------,. .00 .00 .00 100.00 1;72.25 Total Calculated Feea---" Addition~l F ..e ..······--·> Totlll P..rmit F..e-------·,. Paymento----------------,. 8ALAN~E DOE-------------,. 572.25 .00 573 .25 57J.25 .00.................•••.••.....••••.•......•...................................•••••.•••.•••.......•................................. Item,05100 BUILDING DEPARTMENT 08/26/1998 JRM Action,APPR APPROVED Item:05400 PLANNING DEPARTMENT 08/26/1998 JRM Action,APPR N/AItem,05600 FIRE DEPARTMENT 08/26/1998 JRM Action,APPR N/AItem,05500 PUBLIC WORKS 08/26/1998 JRM Action,APPR N/A J~t,BUILDING Division: Dept,PLANNING Division: Dept:FIRE Division: Dept,PUB WORK Division: ...............•..••.......................•.................•.....•..............•............................................... See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS 1 h ..reby lIelmowledge thllt I have read thio applieation,filled out in full th.inforlllation raquired,cCll'.pleted an lIeeUrata plot plan,and atae..thllt all the information provided aa required ia correct.I agre.to e~Fly vith the information ~nd plot plan, to comply with all Tovn or~inane••and 9tate lawa,and to build this atructur according to th ..To~n'..zoning and aubdivillion code.,d~.ign reviev approved.Unifo~Building Cod..and oth..r ordinance.of te Tovn app abla th..reto. REQlIf:STS I'D!!.INSPECTIONS SHAI.L BE MAOE TWENTY-FOUR IlOURS IN ADVA1ICE BF::<~(;;~'-J Bend Clean-up Depoait To:CASJ\.80NNE liNT SIGNATURE OF Oh'NER OR COli'crOR F R HlSEL :n OWNER ******************************************************************************** CONDITIONS Permit #:B98-0243 as of 08/26/98 Status:ISSUED ******************************************************************************** Permit Type:ADD/ALT MF BUILD PERMIT Applicant,CASABONNE ENTERPRISES 970-949-3145 JOb Address: Location:950 POTATO PATCH #3 Parcel No,2101-063-06-003 Description: INTERIOR REMODEL-FLOORS,CABINETS,FIREPLACE RE-DO Applied,08/26/1998 Issued,08/26/1998 To Expire,02/22/1999 Conditions: 1.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2.ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. 3.SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.1210 OF THE 1991 UBC. 4.FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. PRBPAR&O 4./23/04.9:02:0<1 PROGRAM MR41SU TO""-o[Vail COST-IO CUSTOMER NA~E TYPE DEPO:::IT RBPUm>RBPORT-tJPDATB PAGE , ClIARGB CODE DBSCRIPTION 1189 898-0243 Casabcnne Enterprisft& DEPOS DEPOSIT " TX-DATB 8/28/9a AJ-DATII 4/23/04 DIlPOSI1' MOUNT 100.00 DEPOStT-ADJ ""UNT 100.00 ADJUS'n'lENT AMOlJNT 100.00- APTER-REFUND AMOUNT .00 TOTAL fOR cusTO!'In nt's: GRAND TOTAL: DEPOSIT COUNT: "100.00 100.00 100.00 100.00 100 .00- 100.00- .00 .00 G/L 8ATCH CR8ATED:8ATCH-Ol188 2004/04 USIlRID-NKOTWICA AI'HEloD COUNT-1.00 ""UNT-100.00 CASABONNE ENTERPRISES PO.BOX 836 AVON,COLORADO 81620 970.9493145 GDVERAL CONTRACTOR /RErIODEL SPECIAL 1ST TOWN OF VAIL DEPARTl1ENT OF COMMUNITY DEVELOPMENT 75 SOUTH FRONT AGE ROAD VAIL,COLORADO 81657 RE.BUILDING PERMIT APPLICATION JOB NAME:BURKE RESIDENCE LOCATION:POTATO PATCH CLUB ·3 950 RED SANDSTONE ROAD VAIL,COLORADO 81658 DESCRIPTION:INTERIOR REMODEL 1.CHANGE OUT KITCHEN APPLIANCES. 2.NEW MANTLE AND HEARTH. 3.CHANGE WOOD BURNI NG FIREPLACE TO GAS LOG. 4.NEW PLUMBI NG FIXTURES AT MASTER BATH LAVATORY SI NKS. S.PROY,DE COMBUSTION AIR TO MECHANICAL ROOM. 6.MINOR ELECTRICAL WIRING fOR LIGHT FIXTURES. NO ADDITIONAL lIYING SPACE NO FLOOR PLAN CHANGES NO EXTERIOR MODIFICATIONS AUGUST 12,1998 CONCEPT MECHANICAL,INC. PlUMBING·HEATING·SYSTEM DESIGN P.O.BOX 1165 AVON COlORADO 81620 August 10,1998 PHONE:(970)949·0200 FAX:(970)949·0300 TO: FROM: RE: Pete Casabo~~~CasJ-befme Enterprises TimRosen~ Burke RemOdel;Potatoc Patch Townhomes Unit #3 We will be adding combustion air ductwork to the existing boiler room at this unit. Presently,there is no combustion air ductwork to the space.We will also be performing some basic service work on the boiler plant. In addition,we will be running new interior gas piping to two new appliances.We will have this new gas piping tested and inspected.Please call if there are any questions. TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVSLOPMENT NOTE,THIS PERl~IT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PE~IT Permit #,E98-0199 Job Address: Location ...: Parcel No .. Proj ect No.: 950 POTATO PATCH DR 950 POTATO PATCH DR #3 2101-063-06-003 PRJ98-0207 Status ...: Applied .., Issued ...: Expires ..: ISSUED 08/26/1998 08/26/1998 02/22/1999 APPLICANT STONE CREEK ELECTRIC POBOX 519,VAIL CO 81658 CONTRACTOR STONE CREEK ELECTRIC POBOX 519,VAIL CO 81658 OIINER BURKE KEVIN H &LINDA W 2142 MONTANE DR,GOLDEN CO 80401 Phone,970-926-2001 Phone,970-926-2001 Description:ELECTRICAL FOR MINOR REMODEL Valuation:500.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FEE a~T •••••••••••••••••••••••••••••••••••••••.••••.•••••••••.••. Ilactri<:al •••,. Il'tll'l".e _ow:> Inv.-atigation o wUl call----.. TOTAL rJ:ES---" SO.DO .00 .00 1.00 n.DO ~t.l Calculated '1"•••---,. AGditional Pee.·········,. Total Parait r ••----····,.••)~n~.---.----:> iLUAHCE OOB-------------. 53.00 .00 53.00 5).00 .00 ..........•.................•.......................................................•.•........................................... Item:06000 ELECTRICAL DEPARTMENT Dept:BUILDING Division: 08/26/1998 J~Action,APPR APPROVED JRM< Item:05600 FIRE DEPARTMENT Dept:FIRE Division: 08/26/1998 J~Action,APPR N/A ..........•...•..............................•........•...........................................••......••.•••.................. CONDITION OF APPROVAL I.FIELD INSPECTIONS ARB REQUIRED TO CHECK FOR CODE COMPLIANCE . ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••*••*.*•••••*•••••••• DECLARATIONS 1 'ur.ky "c:kn_hdge that I hn'.read thi.appliCII.tion,tillad O'.It t"full the t"tonoation required,cor:pleted an ..<:'CUrat.plot plan,and .tate that all the tnfo~tion provided a.required i.correct.I agree to c~ly with tha i"fonoe:ion and plot plL~. to co-ply with all Town ordlna"caa and .:at.lave,and to build th!••tructure according ~the Town'a zoning a"d eubdivi.ion cod ••,daaisn reviaw a~provad,unifo~auilding Coda L~d other ordinancea of the Town applicable thereto. R£Qt.!Z$TS FOR INSPECTIONS .lj,tIAW.III:MADK 'tWENTY-FOUR HOURS IN ADVAlfCK BY ttt.£AT n'-2111 OR AT OUR OPFICE FROM .,00 A)l 5,00 PM SIGNATURE OF owm:R OR CONTRlocr rOll.HIKS OWNER PERl-lIT 11 _ Office TOWN OF VAIL CONSTkUCTION PERMIT A:::ICA:~N FORMDATE.~ZI c8 7l?.r'18 -O"2..D'· APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ~H"**"**************"**"*PERMIT INFORMATION ..****.***************.**...... Llf-Building (XV-Plumbing ~-Electrical [)a-Mechanical (]-Other"~~__~,H:,pol1"O ~«.k\CL-uB Ft~ Job Name:pue,~(::'KESiP80Ce:.Job Address:9'5\:)R,82 Sh.t-':t?lQN€-Rti">C> 4*Cont8ct Eag]6 County Assessors (~t 970-328-86'0 for Parcel N.~ARCEL 0,~O ..~oc.,co;' Legal Description:Lot._ Owners Name:KEVIN WRKii: Block Filing SUBDIVISION: 21'1 2..t<'<JN fl'\1\l t;;.0 RI U ~ Address:E..,:>T (~N ,CC AI()'\{)._Ph.~5)8'171'j Architect:Address:____________Ph._ General Description:tlEt;1'ILJl4'\Iv<JCS~0I)6I1V~E\I2f:!?\.8C£PK"::fl.rnRJNq.N\IM>JL~-e~l-I ""~1C.uk-p-"""6~~l ' work Class:()-NeW 0J-Altera~ion ()-Additional (Xl-Repair (]-Other.__ Number of OWelling Units:Number of Accommodation Units: ( mber and Type of Fireplaces:Gas Appliances Gas ~9S_~Wood/Pellet.en f:1.J:,ft,,'1 woo<>~q-Fl~E:r>l.AM<'"<.k\q"l<ItIC *********************************VALUATIONS *********~~!*~~****~~**~****** BUILDING:$t!4aJO.QO ELECTRICAL:$'500.00 OTllBR:$ PLUMBING:$I (IIID,Q<::l MECID\.NICAL:$Z,';&,;),9Q TOTAL:$~,-,-,ii<I=_ '***************************CONTRACTOR INFORMATION ****.*****************.**** !eneral contractor:(,1"\~"l60NN£.","I'"F-""P~I>~L Town of Vail.Re9:=-NO.j(d2'J? Address:p.O.e\l'fi £'>3'0 AVW:w.-.~~(O ~~Phone Number::Hj3~- ~rfi"6 ·'ov+3 -- Electrical contractor:~L~o02(~_Town of Vail Reg.No.I08~ Address:-------.!...-~gqr -OJ"q Phone W"mber:?2 (n'ZOQL __. Plumbing contracto~:CQI'J(,.WI M~\CI"lL '"_-:.:own of Vail Reg~NO.L.8H.-:.P Address:~~ws.t(J~hone Numbe.r:~0)..lD _._ Mechanical contractor:(..{)Nc..£PIJ:1\E'Ct\Q'N~Town of Vail Reg.NO._....._ Address:_.~.~Phone Number:q49 0'200 k************~****.********~****FOR OFFICE USE *********.**••********•••***~** BUILDING PERMIT FEE:BUILDING PLAN CHECK FEE: PLUMBING PERMIT FEE:PLUMBING PLAN CHECK yEE: ~ECHANICAL PERMIT FEE:MECHANICAL PLAN CHECK FEE: oLECTRICAL FEE:.RECREATION FEE: )THER TYPE OF FEE:CLEAN-UP DEPOSIT: )RB FEE:TOTAL PERMIT FEES: TYPE GROUP SQ.FT.VALUATION .. -'--'~---'---'.._------_.•-.-_...--_._----_._--._-- --~'---_.~ ) CLEAN UP DEPDSIT REFUND TO:.. TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE,THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #:M98-0163 Job Address ,950 POTATO PATCH DR Location ,950 POTATO PATCH DR #3 Parcel No :2101-063-06-003 Project Number:PRJ98-0207 APPLICANT CONCEPT MECHANICAL,INC ,AVON,CO 81620 CONTRACTOR CONCEPT MECHANICAL,INC ,AVON,CO 81620 OWNER BURKE KEVIN H &LINDA W 2142 MONTANE DR,GOLDEN CO 80401 Status ...:ISSUED Applied ..,08/26/1998 Issued ...,08/26/1998 Expires ..,02/22/1999 Phone:9709490200 Phone,9709490200 Description: MECH ROOM DUCT WORK AND GAS LOG SET Valuation:2,500.00 IIDr Wood/l'.llC!~, w ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FeE SUMKARY •••••••••••••••••••••••••••••••••••••••••••••••••••••••••• "'."h8n1"al---> Plan Check··'" lnve.tis_ti.",> will Call----> '0.00 U;.00 ." 3.00 Re.tu.~ant Plan Review··> ORB Pee-----------------> TOTA~FEES--------------> ,,,,,, 711.00 Total Calculated reeo···> Additional P....······_--> Total Permit Fee--------> P.~ent.----------------> i1AT.l\.NCE OU£-------------> 78.00 ,00 71.00 78.00 ,00......•••.••••.............................................•.•.•.•....•........•..•.••.•...•.•..•.....•.....•.••.................. It~m:05100 BUILDING DEPARTMENT Dept:BUILDING Division: 08/26/1998 JRM Action,APPR APPROVED JRMr Item:05600 FIRE DEPARTMENT Dept:FIRE Division: 08/26/1998 JRM Action,APPR N/A CONDITION OF APPROVAL 1.FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE, 2.COMBUSTION AIR IS REOUlRED PER SEC.607 OF THE 1991 UMC. 3.INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO APPENDIX CHAPTER 21 OF THE 1991 UMC, 4.GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND SHALL TERMINATE AS SPECIFIED IN SEC.906 OF THE 1991 UMC. C ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.505 AND 703 OF THE 1991 UMC. 6.BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. ImLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. 7.PERMIT~PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL ROOM P"IOR TO AN INSPECTION RE8UEST.8,DRAINAGE OF MECHANICAL ROOMS C NTAINING HEATING OR HOT-WATER SL~PLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 2119 OP THE 1991 UMC. ******************************************************************************** DECLARATIONS l~h,r~b¥~cknovl.dg.that I have read th1a application,till.d out in full the information requirad,completed an accurate plot plan,and atate that all the info~ation providad a.required 1e correct.I agre.to comply with the inforw.ation and plot plan, to c~,ply with all .own ordinancea and atate law.,and te bu Id thi.etructure according to the Tovo'a zoning and eUbdivleion ,Ie",ign revie"approved,tl'nifo~Building Code and 0 r ordinancee of the Town epplic..ble thereto. REQUESTS FOR INSP2:CTIONS SHALL Illl MAIlIl IWEN'I"Y-!'OUR HOURS SIG~TUR2:Of"OWNER OR CONTRACTOR FOR HIMSELf'AND OWNER • TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #:P98-0112 Job Address: Location ... Parcel No .. Project No. 950 POTATO PATCH DR 950 POTATO PATCH DR #3 2101-063-06-003 PRJ98-0207 Status .. Applied. Issued .. Expires. ISSUED 08/26/1998 08/26/1998 02/22/1999 APPLICANT CONCEPT MECHANICAL,INC AVON,CO 81620 CONTRACTOR CONCEPT MECHANICAL,INC ,AVON,CO 81620 OWNER BURKE KEVIN H &LINDA W 2142 MONTANE DR,GOLDEN CO 80401 Phone,9709490200 Phone,9709490200 D~scription:PLUMBING FOR INTBRIOR REMODEL Valuation:1,000.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••rE~5UM~I •••••••••••••••••••••••••••••••••••••••••••••••••••••••••• pl umbing-----> Plan Cheek---> Jnv...tigal;!Qn> ·,.il'c ..~l--··> 15.00 3.'5 .00 ].00 R••~u.rant pl.n R..vi ..~--> TOTAL FEES---'--""""" .00 :;n.75 Total Calculated Fe...---> ~ddition.l Fer.---------> Tot"l P..~it P••--------> P.v=.nt.········--------> ~CE OUI';-·-----------, 21.75 ." 21.75 21.7S .00...........••.•.••.•....•.•...•.•...•....•.........•.•.......................•...••...••.•..•.•....•..•..•..•.•...•............... Item,05100 BUILDING DEPARTMENT 08/26/1998 JRM Action,APPR APPROVED It~m,05600 FIRE DEPARTMENT 08/26/1998 JRM Action,APPR N/A BUILDING FIRE Division: Division: .•..............•.•.•.••.........•..•.....•..•.•.••.•.•.•............................•..........•.••.•..........•.••.•..•••.•..... CONDITION OF APPROVAL ........................................................................................................................................ DECLARATIONS I hereby acknowledge that I h~ve re~d thin npplicatlon,filled out in full the information required,campleted an accurate plot plan,and etate th.t all the informacion p~ovidad a.r~ired ia correct_I agr.e to comply with the information and plot pl.~, to comply vith .11 Town ordinL~ce.L~d etate lawe.and to build thle etructure according to the Town'.zoning and eubdiviaion codes,design review approved,uniform Building Code end other ordinance.of Town applicable thereto. REQUESTS fOR INSPECTIONS S~~LL SE HADE TWENTY-FOUR HOURS IN ADVANCE BY TELEP OWNER .. ,. ...l • ~ , r I:IE 'lltJl- hule m i''''II ".. on /.l Nell 1.~ u •• l t , d t , III ~r 1 n 0'l [1 ".,~" ,)L 'I t "11 L Inal ,.>' rtll= y .. Fl l ~, 1,<1 10 ... ~I 0\):610 to-11- IlU0 \D bl [lL ""V,hI HI Il ..I ,<.)l(J I.l ... ~)l,I..: I it tu 'I 11>1 ,,-,Ie;illl • IJ f-;~~t II,:1= \:...tJ IOlll ltH Ill"t ILL I ~111~11 If l':')1-'t~,j tu .,[n.llc:t u H,I'7 J )..,, De :ttl ,tt -~~ u TL,...,., >.., .. J "I • T • T ,. ~, ,N , v ~ lItt-lJH,u M If U no I-LL..l;#"" f-I.,;t 0l II I-l..t n ..00 • • n III \II •• •1 I I::it r .to £+,f.'~(,C ""IJ ..8 J,~F-IN [ t, • t I ~.Ie !l~'l/IJIntd lit 1 ----- .... I IWIJ r HI '""•L r ~"r tl "I 1 J A •••, •" 0 • •-•r ~ .---"x+!·-'!WiVI'~~i ---\../e.-: ••HI 0 Z,/{f1!11 DL lJ •••c </I L ~<u u.V. "'.CU •t JO)••"Fe "•Wdtt;o" ••",-U'"Cl A ,.AI'E[ •~~r>p 'Io,1,')4 •u t,"•0110.~'1)(t •11(1,t> r.1<1 .,,n I '"l ....l:0:8 I 1N1 TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Job Address: Location : Parcel No : Project No : MECHANICAL PERMIT 950 POTATO PATCH DR VAIL 950 RED SANDSTONE RD #I0 210106306010 "'Q>n ~\a~ Penn it #: Status ...: Applied ..: Issued ..: Expires ..: M03-Q200 ~"Oo&'"~ ISSUED 10/0912003 0411912004 1011612004 OWNER STERN,MADELINE K.10/09/2003 Phone: 75 E END AVE 6-A NEW YORK NY 10028 License: CONTRACTOR Mountain Home Service,Inc.10/09/2003 Phone:970-331-5902 cell P.O.Box 919 3028 Wildridge Rd.#2 Avon,CO 81620 License:292-P APPLICANT MOWltain Home Service,Inc.10/09/2003 Phone:970-331-5902 cell P.O.Box 919 3028 Wildridge Rd.#2 Avon,CO 81620 License:292-P Desciption: Valualion: BOILER REPLACEMENT $7,000.00 Fireplace lnf()fm.liu~:Rcstricted:Y 1/ofGII!l Appliances:0 1/ofGas Logs:0 1/of Wood Pellct:0 .....,,FEE SUMMARY . Mechanical->$140.00 KCSlulrant Plan ReVICw->50.00 TOIaIClllculatcdFccs·->$178.00 Plan Cheek->$35.00 DRU Fee -->50.00 Additional Fces----->$0.00 Investigalion.:>$0.00 TOTALFEES---->5178.00 l'ollllPcrmilFee >5178.00 Wi1lCaU-->$3.00 Plyments >$178.00 IJAu..NCEDUh->$0.00 .................................................................................................................................................... Item:05100 BUILDING DEPARTMENT 10/21/2003 JRM Action:AP Item:05600 FIRE DEPARTMENT CONDITION OF APPROV Ai Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:22 (BLDG.):COMBUSTION AIR IS REQUIRED PER SEC.701 OF THE 1997 UMC,OR SECTION 701 OF THE 1997 IHC. Cond:23 (BLDG.):INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC,CHAPTER 10 OF THE 1997 THe. Cond:25 (BLDG.):GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER B AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC,OR CHAPTER 8 OF THE 1997 IMC. Cond:29 (BLDG.):ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.101?OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond:31 (BLDG.):BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond:32 (BLOG.):PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond:30 (BLDG.):DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.1022 OF THE 1997 UMC,OR SECTION 1004.6 OF THE 1997 THe . ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• DECLARATIONS -REQUESTS FOR rNSPECTION SHALL BE MADE TWENTY·FOUR HOURS IN ADVANCE BY TEI.E,""P,-,," I hereby acknowledge that I have read this application,filled out in full the infonnation required,completed an accurate plOl plan, and state fhat all the information as required is correct.I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the lawns zoning and subdivision codes,design review approved,Uniform Building Code and other ordinances ofthc Town applicable thereto. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEf Project#: Building Permit #:y,c,;,-c:.oli2. Mechanical Permit #: Wl-1lIIIJ",-nical Room La cha Cli Room Dlmen 'on Air Duct S' •nd Gas Un'4·i!a ''iIIIIIi!na Cut7sp;i'"cSa T 75 S.Frontage Rd. V.I~Colorado 81657 , Mechanical COl'ITRACfOR INFORMATION Town of Vall Reg.No.:Contact and Phone #'5: COMPIErE VALUATION FOR MECHANICAL PERMIT Labor &Materials) MECHANICAL:$ CDntiJet Ell Ie CDun Parcel # A.ss>!ssDn omce at 970-328-8640 Dr rIisit 1e-aJun .com forPa~# teoal Deso1ption lot:BbX:Ftting:Subdivision : Own"'"Name:Address:Phone: engineer:Address:Phone: Woo Class:HeN ()Addltlon ()Alteration () Boiler Location:Intenor (IQ.ExleIior ()Other ( Detailed description of wor1<: , Repair ()Other )Does an EHU exist at lt1is location:Yes ()No () Commercial ()Restaurant ()other () No.rJ Ao::ommodation Units in this buikiing; Type of Bldg:Single-fomlly ()Duplex ()Multl-hlmi~O() No.of Exlsttng Dwelling Units in lt1ls building: No of R laces E_:Gas nces Wood Iiet NofType of Fireplaces Proposed:Gas Appliances ()Gas Logs ()Wood/Pellet () Wood Buml Wood Burning (NOT AllOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device?Yes ()No (X) ************************FOR OFFICE USE ONLY************~**!******** .:w·"~,n:::;~..",'er:.v$.,A:"., Y-x.';'ti'';{',"'('>G.:;,08tlil>.R F:/everyane/fonni/medtpenn 05"2M004 6:25am Inspection Reques~egc:,rtIng VAIL,CO -TOWN Page 16 RtqlWStRd Inspect Date: Insl24lC1fOr,ArM: Sttl AddrH&: !/f/Q Inl'pnnation _lMl3J.l2OO TJpo;B-MECH c.no<TJpo;0Ccup0nCy: Olmof.STERN."'",OEl.lNE K. ~===~;..~00satpII0n;IlOUR R.E~ME..., Ccminont:ROlfTEO TO JR FOR REVIEW •OfLQRES Thurlday.May 20.23()( JR 950 POTATO PATCH DR VAIL 950 REDSANOSTONE R01f10 Slo1lrI: lrwpAl..: Phono:lJ/l).331~coli Phono:Sr0331·1l!lQ2 coli ISSUEO JR BtiNHted Iolptdlon(&l II...,:3lOO MeCH-I'lnoi RtlqUMtor.Mounbln Homrl5eMc8.inc. eon.r-nts:SIiwe CIwMna .10 I\s$!gnOd To:COAVIS_.TmoElfp: Requetted TItnel:01:00 AM Pbono:971>331·6002 co8 E_By:FRONT K REPT131 Run Id:1877 Vv..>-\\'C>,",,-\0 ?o--\J.-..\~ '\"04.-\..0,..~~~ TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPAR'IMBNT OF COMMUNITY DEVELOPMENT NOTE,THIS PERMIT MUST BE POSTED ON JOBSlTE AT ALL TIMBS PLUMBING PERMIT Permit #,POO-0074 Job Address,950 POTATO PATCH DR Location ...,950 POTATO PATCH DR #25, Parcel No ..,2101-063-06-025 Project No.: Status ...:ISSUED Applied ..,C07/19/2000 Issued ...07/20/2000 Expires ..,01/16/2001 APPLICANT CONTRACTOR OWNER TOTAL PLUMBING Phone:303-393-7271 4701 N.COLORADO BLVD,DENVER CO 80216 TOTAL PLUMBING Phone:303-393-7271 4701 N.COLORADO BLVD,DENVER CO 80216 FRIES THOMAS C &ANN E Phone:303-721-1977 5900 EL CAMINO DR,ENGLEWOOD CO 80111 Description:NEW GAS LINE FROM METER INTO BXISTValuatioD:1,200.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••PEB SUMMARY •••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Plu&bing-----" PI;an a....:k--·,. Inv••tigation:> Will call··--> JO.OO 7.50."),00 R••t~.rant Plan a.viev--,. 1VI"AL ...U-_·········---,.." 40.50 TOtAl Calculated '..a---> Additional r ••••••••••••.. Total ~~t Pee--"'---" 'ay'a<mLa""-----------.:> BALANes DUB------.------> 40.50 ." 40.50 40.50.".....................................................•............................................................................ Item,05100 BUILDING DEPARTMENT Dept,BUILDING 07/20/2000 KATHY Action,APPR APPROVED PER KW It~m,05600 FIRE DEPARTMENT Dept,FIRE 07/20/2000 KATHY Action,APPR N/A Division: Division: •.......•.••.•.•.••.•••••••.••....•....•••........••.•••...........••••..............•........••••••••..•.•.......••.••.••.•••••.• 1.FIELD 2.METER CONDITION OF APPROVAL INSPECTIONS ARE REOUlRED TO CHECK FOR CODE COMPLIANCE_ MUST BE SCREENED OR PAINTED TO MATCH EXISTING BUILDING ...............•..•.••.•.......•.••.......................•.•.•.................•....•....•.•........................•.......•.... DECLARATIONS I her.by acknowledge that 1 hava reed thie application,rilled ~t in full tha info~etion required,co-pleted an eccur~te plot plan,and .tat.thet all the lnro~tion pro~ided ae required ia correct.I ~ree to comply wlth the lnforaatlon and plot plan, to cc.ply ..ith all Town ordinancee and etat.1....,and to build thi.etnleture according to the Town'e Koning and eubdirleion ecdee,deeign revi...appTOVR,Onito""Building code and ot:her ordinancee of the Tovn applicable thereto. AT OUR OFPICI!PROl't ••00 ""5 :00 PM R POR HIMSELF AND OWNER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL.COLORAOO Reprinted:07/21/00 12:25 Statemnt •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statemnt Number,R8c-n656 Amount:40.50 07/20/00 13:36 Payment Method:CHECK Notation,#1346/TOTAL PLUM Init:KMW PLUMBING PERMITPOO-0074 Type: 21.01-063-06-025 950 POTATO PATCH 950 POTATO PA.TCH Permit No: Parcel No: Site Address: Location: ThiEl Payment 40.50 B-PLMB DR DR '25,POTATO Total Fees: Total ALL Pmts; Balance: PATe"!CLOB 40.50 40.50 .00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Account Code PP 00100003111200 PF 00100003112300 we 00100003112800 Description PLUMBING PERMIT FEBS PLAN CHECK FBBS WILL CALL lNSPBCTION FEB Amoune 30.00 7.50 3.00 APPUCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED 1Project#:n .0.- Building Pennit #....:=----- Plumbing Pennit #;t:OO.OCtLLf 970-479-2149 (Inspections) TOWN OF VAIL PLUMBING PERMIT APPLICATION 7S S.Frontage Rd. Vail,Colorado 81657 Contact Eaole Countv Assessors Office at 970-328-8640 or visit www.eaole-countv.comforPan:el# Parcel #(Required if no bldg.permit #is provided above).RIO/OC-3 O~0.75 ~ Job Name:COIJOO ~25 -~e\1iO Job Address:9'5K ?ED ~N"S7l'~~",I>D Legal Description I Lot:I Blodt:I Filing:I Subdivision: Own..s Name:-ro",FAItS Address:Phone:303'7.2/-19 77 Engineer:Hili Address:Phone: Detailed description of work: A/61d 695 LIPf·{/10m !7lETt~/I'ITO UJ5l'IPG (t>ut'SHJf, '1l0NOING Work Class:New ()Addjjjon ()Alteration (0'Repair ()Other () Type of Bldg.:Single-family ()Duplex (0 Multi-family ()Commercial ()Restaurant ()Other () No.of Existing Dwelling Units in this buIlding:~~No.of Accommodation Units in this building:. Is tht5 a conversion from a wood burning fireplace to an EPA Phase n device?Yes ()No (>() COMPLETE VALUATION FOR PLUMBING PERMIT (Labor &Materials) IbP_L_UM_B_ING_:..$_=I,;"tJ=()()_=02--=1 CONTRACTOR INFORMATION Plumbing Contractor: --riff/)(../t1l1"(J/#6 / Contractor Signature: Town of Vail Reg ~ Contact and Phone #'5:~t:.~"il~ I'.t ~WK-,c,-47/'407lJ ..•.•......••..........•....··········FOR OFFICE USE ONLy····································· RECEIVED JUI 1 ~n,~ _TOV-COM.DEV. ~UX1l.b f191f1 C!mOll ~ JUL -20-2000 THU 10:18 AM FAX NO. JU.-20-22Ii?e 09;21 FRCt1 ~JL I-D'I::REHTft.S.U..c.TO o ~ArC~~.~~~...~£:J2.0v..'SI "(;COL01-l' clo YaJl Home Atnt\ls.Inc.4..... 14)US!Me~dow PrlVe.Sutte 397 Vall.Col()fado 816$7 303·476·2221 FA)(476-2684 TO;1'OWJ'/01'VAlL CllMMUNTlY DEVELOt'MI!NT BOB CUMMINGS fI\OM;LARRY llJIIOO!S,MAIlA,,",O"OENT .POTATOPATCl!CLUB ~ASSOClAnON F1JGD TO:ROBINSON MIlCIIANICAL MHW P.02 B4584B4 P.92 ~51", ft uan right b TotJll JltuIMU&IGtap DIrto tbc!olU main at.ud .!.S,h hI1!t be nt.cnd -s tbe tme..ioa i,to sI.pply ps to mJil 12S 4..... SiDoordy. ,?f~A~ la<y G,B""'" MaRgiDs;AtPt RECEIVED JUt "(J 7000 TOV-COM.DEV. lDTl=L P.02 JUL -19-2000 WED 01;07 PH FAX NO. nJ..-19-2000 11:20 FR01 INIIL Ill"E RENTA...S.IN:.TO r;/o V,lI Kqmc Rent~'.II'l(.<1.... 1413 ~t M'lL1dow Dl1'o't,Suite 39T Vtl),Colorado 81657 303·476-2221 FAX 476·26&4 TO:TOWN OF VAIL COMMUNl1'Y DEVELOPMENT CUMMlNS,BOB FROM:LAR.~Y BARNES.MANAGlNQ AGENT POTATO 'J>A'l'CH CUJR CONf>OM.:IJI..1UM ASSOCLATION f'AXfJ)TO:ROBJNSO':'{MECHANICAL ~45-lS404 lkarSirs.: 845a404 P.la1 P.02 It i!lIlright for RobV\$on Mechani"ai to tap onto tbe gas maln at unit 1125_h must be:metered.md tho u;.tennon is to supply gas to W1.it #25. Sinc~lYI ~aA»14.~ Larty G.'Rlmles Man~gin&Agcot TOTFt..P.01 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL,COLORADO Statement •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number: Payment Method: PREMIER BLECTRIC R030004011 AmoWlt:$93.00 Check 05/19/200312:46 PM Init:OF Notation:CHECK #4579 Permit No: Parcel No: Site Address: Location: E03-0054 Type:ELEcrRlCAL PERMIT 210106306025 950 POTATO PATCH DR VAIL 950 Potato Patch Drive ~25 This Payment:$93.00 Total Fees: Total ALL Prnta: Balance: $93.00 $93.00 $0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST, Account Code EP 00100003111400 WC 00100003112800 Description TEMPCRARY POWER PERMITS WILL CALL INSPECTION FEE v Current Pmts 90.00 3.00 PREMIER ELECTRIC COMPANY,INC. P.O.BOX 1418 PH.970-32ll-93n GYPSUM,co 81637 82-399{1021 4579 "''''''''omS-IS -.:b:l3 •• Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road,vail,Colorado 81657 tel:970.479.2139 fax:970.479.2452 web:www.ci.vail.co.us Project Name: Project Description: Participants: ORB Number:DRB040283 Expansion of existing deck to indude hot tub;addition of three windows in various locations on the home,all to match existing;existing landscaping appropriately screens the extent of the proposal OWNER PENNINGTON,JOSEPH &BETIY J06/28/2004 Phone: 13241 HOLASK LN EDEN PRAIRIE,MN 55346 License: APPllCANT SRE BUILDERS,1NC 06/28/2004 Phone:970-376-1536 PO Box 6376 Vail,Co B16SB License: Project Address:950 POTATO PATCH DR VAIL Location:950 Potato Patch Drive,#7 Legal Description:Lot:Block:Subdivision:POTATO PATOi CLUB CONDOM Parcel Number:210106306007 Comments:all ext.finishes to match existing BOARD/STAFF ACTION Motion By: Second By: Vote: Conditions: Action:STAFFAPR Date of Approval:06/30/2004 (and:B (PLAN):No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond:0 (PLAN):ORB approval does not constitute a permit for building.Please consult with Town of Vail Building personnel prior to construction activities.' Omd,201 ORB approval shall not become valid for 20 days following the date of approval. Cond,202 Approval of this project shall lapse and become void one (l)year following the date of final approval,unless a bUilding permit is issued and construction is commenced and is diligently pursued toward completion. •Planner:Elisabeth Eckel ORB Fee Paid:$250.00 ,.Minor Exterior Alterati.s ~"'f1 ! Application for Design Review {/_ Department of Community Development 75 South Frontage Road,Vail,Colorado 81657 tel:970.479.2139 fax:970.479.2452 web:WVM'.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a bUilding pennit application.Please refer to the submittal requirements for the particular approval that is requested.An application for Design Review cannot be accepted until aU required information is received by the Community Development Department.The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request:_W=ul,.."-"D-"O",v<,---~A",,,I.-T,,--,,~=-,-,---,-,IO=N.,-,S,,-+--,-_baf-/Ho-...:c. J\J~ADD 1 "to N jQ5,€P1I -4-&nr J0 lli",X"-.L11iJ,....e>..lD)'""""'-"r{"----_ I 5e:~LIl Location of the Proposal:Lot:Block:SUbdiVision:_~U.~~Qj[1j~~~:L~t1 Physical Address:_ClSo Pcrrro 1',/(1<:'1-'h, ri''-'-'''-'-'''-'''+O~~~O~O","_(Contact Eagle Co.Assessor at 970-328-8640 for parcel no.) Name(s)of Owner(s): Mailing Address: t'R.e Zoning: Owner(s)Signature(s):--I.12:'#~~-j,e,r:J.<:~~","L_,-;::;o-.,--;-,----- Name of Applicant: Mailing Adqress:20 'Bt,,,,"U'1:"Z.-_---,----,cA""'\,X)&L.J.IL------'C..<~"'__--'t~ii ...{;'-''2.''_'Q''"''__Phone:~~-"3,,,-,--1'~3'-'q'-'l-"'c:"---------___rr E-mail Address:Fax:~I ~$1.00 per square foot of total sign area./J~ For construction of a new building or demo/rebUild.W For an addition where square footage Is added to any res~~ntia[or commercial building (includes 250 additions &Interior conversions). For minor changes to buildings and site improvements,such as, reroofing,painting,window additions,landscaping,fences and retaining walls,etc. For minor changes to buildings and site improvements,such as, reroofing,painting,window additions,landscaping,fences and retaining walls,etc. For revisions to plans already approved by Planning Staff or the Design Review Board. Type of Review and Fee: 0 Signs $50 0 Conceptual Review No Fee 0 New Construction $650 0 Addition $300 )(Minor Alteration $250 (multl-family{commerdal) }i!Minor Alteration $20 (single-family/duplex) 0 Changes to Approved Plans $20 0 SeparatiOn Request No Fee "Ut...2.'iit'.". .,' Project No.: By: ORB No.: For Office Use Only: Fee Paid:7>so.'".Check No.:\0\""\- Meeting Date:=1fi.1 . Planner:• Page 1 of 12/04/28/04 •• MINOR EXTERIOR ALTERATIONS TO BUILDING AND SITE IMPROVEMENTS SUBMITTAL REQUIREMENTS General Information: This application is required for proposals involving minor exterior alterations and/or site improvements.Proposals to add landscaping do not require ORB approval ~they involve the addition of patios,water Features,grading,or the addition of retaining walls. 1.SUBMITTAL REQUIREMENTS** o All pages of Application is complete o Oleddist Is completed and signed o Stamped Topographic Survey"',if applicable o Site and Grading Plan*,if applicable o ).andsc.ape Plan"',if applicable lB"...A1'Chitectural Elevations·I if applicable 0"Exterior color and material samples and specifications. o Architectural Floor Plans·,if applicable o Ughting Plan*and Cut·sheet(s)for proposed fixtures,if applicable o Title report,including Schedules A &B to verify ownership and easements* o .YhQtos of the existing site and adjacent structures,where applicable. ta'"Written approval from a condominium assodation,landlord,and joint owner,if applicable o Site-spedfic Geological Hazard Report,if applicable· o The Administrator and/or ORB may require the submission of additional plans, drawings,spedfications,samples and othermaterials (inclUding a model)If deemed necessary to determine whether a project will comply with Design Guidelines or If the intent of the proposal is not clearly indicated. Pleose submit three (1)copies ofthe matl!Tiols noted with an asterisk (*). "''''For inteMer conversions with no exterior changes,the submittal requIrements include a complete set of existing and proposed floor plans,a title report,and written approval from a condominium association,landlord,and joint owner,if applicable. I have read and understand the above listed submittal requirements: Project Name:_'P1Y??Ke9&f\c.e- Contractor Slgnat~}'_-9'L/-,-,!/t,-,-.::~=.=..:==----------- Date Signed ".2 '/,.0 <{ •• ..' HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Department Russell Forrest,Director, (970)479·2139 . Check alllhat applies. 1.Which oepa9"'ent(s)did you contact? Building -.::L..~vironmental __Housing __Admin __ Planning _"_v_ORB PEC _ 2.Was your initial contact with our staff immediate-L slow __or no one available ? J.If you were required to wait how long was it before you were heiped?_ 4.Was your.project revie'.."ed on a timely basis?Yes I No If no,why not?-,---,-_ 5.Was this your first time to file a ORB app /PEC app __ Bldg Permit NJA 6.~ase rate the performance of the staff person who assisted you:LV 4321 Name:__,.--,-::::-:_ (!mowledge;responsiveness,avatlability) 7.Overall Effectiveness of the Front Sep/ice Counter(])4321 8.What is the best time of day ior you to use the Front Service Counter?_ 9.Any comments you have which would allow us to better seive you ne.xttime?_ Thank you for taking the time to complete this sUIVey.We are committed to improving our service. , I· •• JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER r of property located at (ress/legalI,(print name)~,a joint description)-------------+-\'\-..".~--_;_-1_~25!':Y provide this letter as written approval of the plans dated ----:~'--1r--/l-lr____;k,...<'--which have been submitted to the Town of Vall Community vel pmeliHl<!P to be completed at the address noted above.t the proposed improvements include: 1 over the urse of the review regulations. (Date) process to ensure complian (Signature) I furthe understand that mi r modificatio Page 2 of 12/04/28/04 •• MINOR EXTERIOR ALTERATIONS TO BUILDINGS AND SITE IMPROVEMENTS SUBMITTAL REQUIREMENTS Topographic survey: Q Wet stamp and signature of a licensed surveyor o Date of survey Q North arrow and graphic bar scale o Scale of 1"=10'or 1"=20') ~Legal description and physical address a lot size and buildable area (buildable area exdudes red hazard avalanche,slopes greater than 40%,and floodplain) Q Ties to existing benchmark.either USGS landmark or sewer invert.This information must be dearly stated on ttle survey o Property boundaries to the nearest hundredth (.at)of a foot acwracy.Distances and bearings and a basis of bearing must be shown.Show existing pins or monuments found and their relationship to the established corner. o Show right of way and property lines;including bearings,distances and curve information .. o Indicate all easements Identified on the subdivision plat and recorded against the property as indicated in the title report.Ust any easement restrictions. o Spot Elevations at the edge of asphalt,along the street frontage of the property at twenty- five foot intervals (2S'),and a minimum of one spot elevations on either side of the lot o Topographic conditions at two foot contour intervals o Existing trees or groups of trees having trunks with diameters of 4-or more,as measured from a point one foot above grade. (]Rock outcroppings and other significant natural featu~(large boulders,intermittent streams,etc.). (]All existing improvements (including foundation walls,roof ovemangs,building overhangs, etc.). (]Environmental Hazards (ie.rockfall,debris flow,avalanche,wetlands,floodplain,soils) o Watercourse setbacks,if applicable (show centerline and edge of stream or creek in addition to the required stream or creak setback) a Show all utility meter locations,indueling any pedestals on site or In the right-of-way adjacent to the site.Exact location of existing utility sources and proposed service lines from their source to the structure.Utilities to indude: Cable 1V Sewer Gas Telephone Water Electric o Size and type of drainage culverts,swales,etc. o Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'in either direction from property. Site and Grading Plan: a $cale of 1"=20'or larger (]Property and setback lines (]Existing and proposed easements (]Existing and proposed grades (]Existing and proposed layout of buildings and other structures indudlng decks,patios,fences and walls.Indicate the foundation with a dashed line and the roof edge with a solid Hne. Page 3 of 12/04/28/04 •• o All proposed roof ridge lines with proposed ridge elevations.Indicate existing and proposed grades shown underneath all roof lines.This will be used to calculate building height. o Proposed driveways,inducting percent slope and spot elevations at the property line,garage slab and as necessary along the centerline of the driveway to accurately reflect grade. DA 4'wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an uphill direction. o locations of all utilities Induding existing sources and proposed service lines from sources to the structures. a Proposed surface drainage on and off-site. D Location of landscaped areas. a location of limits of disturbance fenting o Location of all required parking spaces o Snow storage areas. a Proposed dumpster location and detail of dumpster enclosure. a Retaining walls with proposed elevations at top and bottom of walls,A detailed cross-section and elevation drawings shall be provided on the plan or separate sheet Stamped engineering drawings are required for walls belYleen 4'and 6'feet in height. o Delineate areas to be phased and appropriate timing,if applicable landscape Plan: o SCale of 1"=20'or larger a Landscape plan must be drawn at the same scale as the site plan. a location of existing trees,4"diameter or larger,Indicate trees to remain,to be relocated (Including new location),and to be removed.Large stands of trees may be shown (as bubble)If the strand Is not being affected by the proposed improvements and grading. a Indicate all existing ground cover and shrubs. o Detailed legend,listing the type and size (caliper for deciduous trees,height for conifers, gallon size for shrubs and height for foundation shrubs)of all the existing and proposed plant material induding ground cover. a Delineate oitical root zones for existing trees in close proximity to site grading and construction. o Indicate the location of all proposed plantings. o The location and type of existing and proposed watering systems to be employed in caring for plant material following its installation. o Existing and proposed contour lines.Retaining walls shall be Included with the top of wall and the bottom of wall elevations noted. lighting Plan: a Indicate type,location and number of fixtures. a Indude height above grade,lumens output,luminous area a Attach a cut sheet for each proposed fixture. II.REPAINT PRQPQSALS For all proposals to repaint existing buildings,the following supplemental information is reqUired: a Color chip or color sample including the manufacturer name and color number(s) a Architectural elevation drawings which clearly indicate the location of proposed colors (ie. siding,stucco,window trim,doors,fascia,soffits,etc.)The following is an example: Page 4 of 12/04/28/04 • -, FASCIA WINDOW TRIM TRIM BAND ~~~~-'., UPPER STUCCO ~ SOFFIT • SOUTH ELEVATION ~_...til LOWER STUCCO • Page 5 of 12/04/28/04 WEST ELEVATION Building Materials Roof Siding Other Walt Materials Fascia Soffits Windows Window Trim Door Trim Hand or Deck Rails Flues Flashing O1imneys Trash Enclosures Greenhouses Retaining Walls Exterior Ughtjng Other Notes: • PROPOSED MATERIALS Type of Material WOOl) • _MA1C\-I.[..,s;-/"I " _t0A,c II-elk I s~uU. , Please specify the manufacturer's name,the color name and number and attach a color chip. Page 6 of 12/04/28/04 •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL.COLORADOCopy RepriDted 08 06-18-1004 at 16:35:01 06J2R120Q4 Statement •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Statement Number: Payment Method: Development LLC R040006109 Check Amount:$250.0006/28/200404:05 PM Inlt:LC Notation:#1017/V.S. Permit No: Parcel No: Site Address: Location: DRBQ40283 Type:DRB·Mlnor Alt.,Camm/Multi 210106306007 950 POTATO PATCH DR VAIL 950 Potato Patch Drive,#7 This Payment;$250.00 Total Fees: Total ALL PInts: Balance: $250.00 $250.00 $0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST; Account Code DR 001000031)2200 Descript.ion DESIGN REVIEW FEES Current PInts 250.00 •• c/o Vail Home Rentals,Inc. 143 East Meadow Drive,Suite 397 Vall,Colorado 81657 303·476·2221 FAX 476·2684 June 25.2004 Town orVal1 Community Development 75 S.Frontage Road West Vail,CO 81657 RE:JeffNicholJs RE:Unit #7. Dear Sirs The Architecwral Control Committee recently approved the renovation ofVoil #7. Windows are going to be changed and a hot tub added.The Owners ofUnit#7 will now be responsible for any damage or repairs that may be required to the areas afYDuf remodel. Should the windows that are to be replaced leak or cause any damage to the unit,you are responsible for repairs and replacements. II is your responsibility to inform any slIccessors of oWDcrship of tbis change and thp Association's position on thematter. Thank you. Sincerely, ~~,~ Larry G.Barnes Managing Agent By:------- •••• c ( l-i- ( ( ( •• ,bcI(Mj +0 mard1'-e-y~V1...?\WY\'\~IAMI -lfc4 ~b un'rr t:lcftwer~• oY1??1Y'd'vecvlrJ~/ / ,7~Ve ~oth07./ , .. ~../. -... I V• \I[ .WIt,.--.- \ .,, •~l-•Iff, . ,.tIII III -~~"'"W!- _.....:UIIiI t::::rll'!~II~ •, .,~,-..... ( •••• ( .--- hew 0f?P'Ox;W0ltd~211~ 9fY~fu &1W~iwfo 111 Cy~~Vlt4-jndoovIDVl. - - ~. --,.fII. J1 I I, ~-----~f.,-1:1 ~--- ,•. -- -,... -.~-..-". ( •••I • {<..... c .. +--fj--l---rtu?5&:f··~~b VMlt ~v h'WIIvrfbctiWeY~7p;v6et:ffi'o17 vw4 veCOh1h1ffdf?j d&WM1X5. 7/lVdWfe bj ~7 ..KortM 1 .vyi7(lng Jecf-I new deer- ( l ' () NOTE,THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN OF VAIL 75 S.FRONTAGE ROAD VAlL,CO 81657 97ll-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT Job Address, Location : Parcel No : Project No : PLUMBIr<G PERMIT 950 POTATO PATCH DR VAIL 860POTATO PATCH DRIVE,UNIT#24 210106306024 Penni,#, Status ...: Applied .., [ssued...: Expires ... P04-0014 WITHDRWN 03/24/2004 OWNER KRISSEL,JANET 426 E 84TH ST NEW YORK NY 10028 License: CONTRACTOR JERRY SIBLEY PLUMBING POBOX 340 MINTURN CO 81645 License:134-P APPLICANT JERRY SIBLEY PLUMBING POBOX 340 MINTURN CO 81645 License:134 -P 03/24/2004 Phone: 03/24/2004 Phone:970-827-5736 03/24/2004 Phone:970-827-5736 Desciption,RUN GAS LINE TO A UNIT FOR A FIREPLACE Valuation:$750.00 Fireplace Informl\tion:RestTict~l;?1 ##of Gas Applillnces;11 If of Gas Logs:??•ofV\'ood Pallet ??_---FEE SUMMARY . Plumbing->$15.00 RCSluilrMt Plan Review->$0.00 Total Calculated fees-->$21.75 Plan ChIlCIc->$3.75 DRBFu ,$0.00 Additional FC('S ,$0.00 lnvestigaLion->$0.00 TOTAL FEES ,$21.75 TotiIl P..nnit Fee ,$21.75 WiIlCalI->$3.00 PlIymerlts ,$0.00 BALANCE DUE--'$21."15 Item:05100 BUILDING DEPARTMENT 03/24/2004 JS Action:AP Item:05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE ..•....~_.___.__--__-_---_. DECLARATIONS r hereby acknowledge that J have read this application,filled out in full the information .required,completed an accurate plot plan,and state that all the information as required is correct.I agree to comply \o\rith the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the towns zoning and subdivision codes,design review approved,Uniform Building Code and other ordinances of the Town applicable thereto. R[iQUFSfS FOR Ir.:-SPECfION SHALL BE MADE TIVENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEf I P.OlMar22'04 15 :29 Town of von Reg.No.:COntact JJ.:Phone "s: Fax:970-827-5234 CONTRACTOR INFORMATION APPUCATION WIU NOT BE ACCEPTI:D IF INCOMPLETE OR UNSIGNED REeEl VE0 Project #:-""""'-----Building Permit #: \R 13 1004 Plumbing Permit #"':--::;"''''0</:-;-.--:0--:0,.../''9"..- 970-479-2149 (Inspections) JSP m::. \COMPLETE VALUATION FOR PlUMBING PERMIT (lJIbor lk Materials) Plumbing COntractor: - 75 S.Frontage Rd. Vall,COlorado 81657 IABING:$]50,"" ntad Eaole Coun"Assessors Offk:tJ 6t 970.328-8640 or visit wwwP,,,,/p.rounfv.rnm for Parcel # Parcel#Z/O(Ofc30 /.,,2 '-I Job Nome:k.?l ;0 or?,Job Address:,ffE.T"TU "A T?...7:<i:lJ'u"~Yi.(,:,So (.c-l)91"',/1 -,p,_ Lega'Description Lot:Block:I Filing:Subdivision: OWl)"rs Nome:CS'o ...V.£l """vI.Add~,j£~o .~!I~Phone:f 0 l.f,/7.C,J(;~J~~~f).A.Jd'• Eng1reer:Address:Phone; Del2 led description of work: ~u AJ <A \\,;.1-1 Ai Ii To 1l.N IT f«l-A-to,,,,"".Jl!,;!W'::; Wor Class:New ()AddiUon tt)A1b!ratlon t><:l Repair ()OlI1er () Type f Bldg.:S;ng~fomily ()Duplex ~Multl-fomiy ()Commerdol ()Restourant ()other () ~ExlsUng Dwelling UnItS In this building:I No.rl A<xx>mmodatlon UnItS In this bUilding:No. ls this 0 conversion from 0 wood burning fireplace to on EPA Phase II dev""?Yes ()No ('Xl ·······································FOR OFFICE USE ONly····················_·_*············· other Fees:c~~.,-~.,;.. DRB Feu:.,,';~:\'"t4c:.';t . Planner 51 n.-":_~r~, V~~"""""'RMS\PERM1TS\J'U,1BPERM.IlOC • Project Name:Fries Window Addition Project Description: • Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road,Vair,Colorado 81657 tel:970.479.2139 fax:970.479.2452 web:www.ci.vail.co.us ORB Number:DRB03010S Window addition and interior remodel Participants: OWNER FRIES,THOMAS C.&ANN E.04/14/2003 Phone: 5900 EL CAMINO DR ENGLEWOOD CO 80111 license: APPLICANT FRIES,THOMAS C.&ANN E.04/14/2003 Phone:303-721-1977 5900 EL CAMINO DR ENGLEWOOD CO 80111 License: Project Address:950 POTATO PATCH DR VAlL location: 950 Potato Patch Drive #25 Legal Description:Lot:Block:Subdivision:POTATO PATCH CLUB CONDOM Parcel Number:210106306025 Comments:Unit 25 Potato Patch Condominiums BOARD/STAFF ACTION Motion By: Second By: Vote: Conditions: Action:STAFFAPR Date of Approval:04/27/2003 COndo 8 (PLAN):No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee{s). Cond:O (PLAN):ORB approval does not constitute a permit for bUilding.Please consult with Town of Vail Building personnel prior to construction activities. COndo CON0005820 The applcant shall identically match the proposed window to those existing on the building in color and material and trim. Planner:Warren Campbell ORB Fee Paid:$250.00 .....---.--- MAR.25.2003 11:20AM,•NO.224• Application for Design Review Department or Community.Development 75 South Frontage Road,Vail,Colorado 81657 lei;970.479.2139 faX:970,479.2452 web:www.d.VZlU.CO.US P.14/25 General Informa!::ion: All projects requIring de~n review must receive approval prior to submitting !J bundlng permit application.Please refer to the submittal requirements for the particular approval that is requested.M llppllcarjon tor DesIgn Review cannot bit accepted untll an required Inronnatlon is received by the Community Development Department,The project may elso need to be reviewed by the Town Council llnd/or the ?limning and Environmental Commission. Design review approval lapses unless a building permit Is Issued lind construction commences within one year of the approval. Description 01 the Request:;('imcdJ (Ailu.,~ I "-'-<-.'l \..,)I ..J 00-..~TI?.x'·'CU h;;1 Location o~the ~105al:lot:Block:Subdivision:f)......"'"_J Physical Acidress:per Po-Iccfv R:J J-,ce~8 1ft'K£f)cYWOSiO.vr m Parcel No,:?C :2-1 O~";i?O I:-oz.6"(Contaet Eagle Co.Assessor at 970-328-8640 for parcel no.) Zoning:~_ Name(s)et Owner(.):tom-t Anti Fe,es Mailing Address:5900 CI CaminO I C,herry I-h/l~V1ilu.'j£.!60111 ----__---=:::;;d-"7~"'7--~'--Phone::jD'3-72.J jq -,-,, Owner(s)Signature(s):·ff~..41:;;z-&d~..(,'.( Name ot Applicant:_ Mailing Address:....,._ :-~':_:_;_-----------Phone:_ E-mail Address:fax:_ Type of Review and Fee: o Signs o Conceptual RevIew o New Construction o Addition )(MInor Alteratlon (multi·(amlly/commerdal) Ii ~~UPleX) o Olanges to Approved Plans o Separation Request $50 No Fee $650 $300 $250 ~20 $20 No Fee ~$1.00 per squC!re foot of lXltalsign area, For construction of a new ooldlng or demo/rebuild. Far an llddil10n where squert footage Is added to any resIdential or commercial building (Includes 250 additions &.InteriOr conversions). For minor changes to buildings and site Improvements,SlJch as, reroofing,painting,windoW additions,landscaping,fences and retaIning walls:,etc. for minor dlanges to bulklings and site imprcwements,SUCh as, reroofing,palnling,willC!ow edditlons,landscaPing,fences and retaining walls,etc.. For revisions to plilns already approved by Planning Staff or the Deslon Review Board. AP~-1S~2003 01:33 PM CT POWER INC• clo ,.,..11 HOtTle.P.enI2l1,.Inc. 1...~~st Me.adow Orlve.SulLl 3~, Vail.Colorado 81M I 970..lJ1tj.1221 FU'il10-476·2fiR4 Jaou'!JI21,2003 TO:Tom Pries FROM.Larry Bam .. RE:Renovation ofU...!¥25.Potato Patch Club. Tom, 3032874868•P.02 Thl'J Architectural CoDtrol Coro:mfttee reviewed YOUI'requlS't to add the window to the room above your sarage. Your rcqu.en for the exterior change was unaflimously approved.The OD.e lssue t!uu thc;y requeued thlt I pal on is tl\at the Association wl.JI nOt be n!!I.poaJibJe for any future milt. related to the new WU1dow,Should it act broken or in need of repair,the AJsoeiatian will not .Iu..re the Illq)fnle with you. ltyou have My quOlt;oas.please do not hesitate to call. Smcerely. ~;tJa.-. lIllY G.Barn" M~gA8'Ilt _._.,~---- .~.25.2003 11:2<U=V1 Building Materials Roof SidIng Other Wall Materials Fascia SoffIts Windows WIndow Tr1m Doors Door Trim Hand or Deck.Ralls Flues Aashing Chimneys Trash Endosures Greenhouses RetainIng Walls Exterior Ughting Other Notes: •.-----""_. PROPOSEO MATERIALS Type of Matedal Mil-,e,\-l'llISTtIJ§--F'lU-1..,A- /'M-rC~~S-rIl.JL{- •NO.224 P.22/25 Please spedfy the manufacturer's name,the color name and number and attach a color chip, Page 6 of 12/02/07/02 •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOWN OF VAIL,COLORADO Statement Statement Number: Payment Method: R030003794 Check Amount:$250.0004/14/200311:43 AM Init:JAR Notation:72618 Coggeshall Construction Inc. Permit No: Parcel No: Site Address: Location: DRB03010S Type;DRB-Minor Alt,conun/Multi 210106306025 950 POTATO PATCH DR VAIL 950 Potato Patch Drive #25 This Payment:$250.00 Total Fees; Total ALL Pmts: Balance: $250.00 $250.00 $0.00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ACCOUNT ITEM LIST: Account Code DR 00100003112200 Description DESIGN REVIEW FEES Current Pmts 250.00 •• " TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970479-2138 •DEPAllTMENT OF COMMUNr'UEVELOPMENT NOTE:THIS PERMIT MUS[BE POSTED ON JOBSITE AT ALL TIMES ADD/ALTSFR BUlLD PERMIT Permit #:802-0062 Job Address: Location : Parcel No : Project No : 870 POTATO PATCH DR VAIL 950 RED SANDSTONE RD 210106306047 Status ...: Applied ..: Issued : Expires : ISSUED 04/12/2002 05/07/2002 11/03/2002 04/12/2002 Phone:970-845-9698 04/12/2002 Phone:970-845-9698 OWNER POTATO PATCH CLUB CONDO ASS004/12/2002 Phone: \VAIL HOME RENTALS 143 E MEADOW DR 8TH 397 VAIL CO 81657 License: CONTRACTOR WOODSTONE HOMES I INC. P.O.BOX 3939 VAIL,CO 81658 License:148-A APPLICANT WOODSTONE HOMES,INC. P.O.BOX 3939 VAIL,CO 81658 License:148-A Description: New roof,paint,chimney caps,&privacy walls Occupancy:R1 Type Conslruclion:V l-HR Multi-Family Type V 1-HolU Valuation:$980,000.00 Add Sq Fl:o Firepl<lcc lnfOffil.illinn:y II ofG.ls Appli.1nces:o o /I'of \",'ood Pell ..t:0"_-_FEE SUMMARY ~••••H.*_._ Buililing-'$4,260.00 Re5luaTol.nt Plan Rl!View->$0.00 Total ulculatEd Fees->S7.032.00 Plan Qw:>ck->S2.769.00 DR8Fec ,$0.00 Additional Fees ,$0.00 In\"estigatiun->$0.00 Recrc.1tion Fee ,SO .00 To~l Permit Fee .,$1.032.00 WiIICaU-'$1.00 Clean-up Dtoposit--'SO.OO PaymmlS ,$7.032.00 TOTAL FEES ,S1.032.00 BALANCE DUE--'$0.00........._-__-_.._-_,_..-. Approvals: Item:05100 BUILDING DEPARTMENT 04/25/2002 CDAVIS Action:AP INSPECTIONS Item:05400 PLANNING DBPARTMENT 05/02/2002 ao Action:AP Item:05600 FIRE DEPARTMENT Item:05500 PUBLIC WORKS SUBJECT TO FIELD .......................__~-. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge Lhatl hav('read this application,filled out in full Ule information required,completed an accurale plot plan,and slate that all Lhe information as required is correct.I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the towns zoninf and subdivision codes,design review approved,Uniform Building Code and oilier ordinances of the Town applicable lhereto. MSELF AND OWNEFOFO~~RORCONTRACTORF0SIGN' ~ REQUESTS FOR INSPECTION SHALL BE ~lADEn\'E.'ITY-FOLR HOURS IN ADVANCE BYTELEPHOf\E AT 479-211S0R ATOUROFFICE FROM 8:00 AM -5 P>l Send CINn-up DcpositTo:NI A •PAGE 2 • Pennil #:802-0062 CONDITIONS OF APPROVAL as of 05-07-2002 Status:ISSUED Permit Type: Applicanl: Job Address: Location: Parcel No: ADD/ALT SFR BUlLO PERMIT WooDSTONE HOMES,INC 970-845-9698 870 POTATO PATCH DR VAIL 950 RED SANDSTONE RD 210106306047 Applied: Issued: To Expire: 04/12/2002 05/07/2002 11/03/2002 Description: New roof,paint,chimney caps,&privacy waUs eond:12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:16 (BLDG.):SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC310.6.1 OF THE 1997 UBC Cond:CON0005251 REPLACEMH-rf OF CHIMNEY CAPS WARRANTS AN INSPECTION BY THIS DEPARTMENT TO DETERIMINE THAT THE EXISITNG FLUES ARE ADEQUATELY SUPPORTED AND CONNNECTED Cond:CONoo05252 STRUCURAL ENGINEER OF RECORD IS REQUIRED TOSUBMrrTED STAMMPED APPORV AL FOR ALL HELICAL PIER INSTALLATIONS PRIOR TO FINAL INSPECTION OR APPROVAL Pl EORUNS~~rOJeet#:~~ Building Permit #:_.,,--;_ 970·479·2149 (Inspegjons) PERMIT APPLICATION 1 I TOWN OF VAIL BUILD Separate Permits are requiret.l General COntractor: 75 S.Frontag'e Rd. Vail,Colorado 8165,.,....,... COMPLETE VALUATIONS FOR BUILDING PERMIT Labor &Materials BUILDING:$ PLUMBING:$ ELECTRICAL:$ MECHANICAL:$ OTHER:$ TOTAl:S fRo For Parcel #Contact Eaqle County Assessors Office at 970-328-8640 or visit www.eanle--countv.com Parcel#:>-/{,'Oh.,:?060frr -;2/I!J/t1I;~0000 04q j!~'..'f-'{J'I7 (application will not be accepted without parcel number) Job Name:f'0 TlITo P/fTOI-CI..-,Job Address:'i",C f PO Vlf/i/9lJ,R IJ~I ;;~/,":.<il"- Legal Description ~Lot:Block:~Filing:II Subdivision: Owner,1Iamei f)$.7Xr£'7 ,:".Address:54n16=-I/-~ffBtJilc.Phone: Architect/Designer:c;1ffl,t-i?1..,Address:/61'0 ill1l?v"H~Y p/<,.Phone:It"1tf -65 f ;2IceA{Jf1rJJ.£.r.i. Engineer:sOite-pI//61#v,fIH6 II Address:11f?P"1:>1 IJIpw ()10',.,Phone:1'76 -;2/70 Detailed description of work:fll-ret!~"'I!CCiJ,!?FI'I"'C""f'OP1(TV/frro "'#/~/I frl(/"gO -~cY'1!/ t"/JI/I/T Work Oass:New ()Addition ()Remodel (X)Repair ()Demo ()Other () Work Type:Interior ()Exterior ~)Both ()~Does an EHU exist at this location:Yes ()No () Type of Bldg.:Single-family ()Two-family (X.)Multi-family ()Commercial ()Restaurant ()Other () No.of Existing Dwelling Units in this BtJildin9:f'~6~1 ~.,No.of Accommodation Units in this building: NorrvnP of Firenlaces Existina;Gas Aooliances ()Gas loos ()Wood/Pellet ()Wood Bumlna (1 !Vi'! NolTvoe of Fireolaces Prooosed:Gas Aooliances ()Gas loos ()Wood/Pellet ()Wood Burnino (NOT ALLOWED)J.,l' Doe II Does a Fire Sprinkler System Exist:Yes ()No () .....RQH.ThQ.19.:..~...AD R OFFICE USE ONLy·..•..··********************·********...~/7/0 ·C othe •.of Consuuction:I Accepted By:Iy DRB~")(..Occ ancv GroUD:Planner Sign-off:.a Received: F:/"m ,"""",m •• WHEN A "PUBLIC WAY PERMIT"IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBUC WAY PERMIT": o Is this a new residence?YES,__NO X o Does demolition work being performed require the use of the Right-of-Way,easements or public property?YES NO)C o Is any utility work needed?YES __NO ';I. o Is the driveway being repaved?YES,__NO )( o Is a different access needed to the site other than the existing driveway?YES __NO~ o Is any drainage work being done that affects the Right-oF-Way,easements,or public property? YES NO X o Is a "RevOG'Ible Right-oF-Way Permit"required?YES,__NO X o Is the Right-oF-Way,easements or public property to be used for staging,parking or fencing? YES NO i\ If answer is NO,is ~_parkjng,staging or fencing plan required by Public Works? YES NO'--,-"'_ If you answered YES to any of these questions,a "Public Way Pennit"must be obtained. "Public Way Permit"applications may be obtained at the Public Work's office or at Community Development (a sample is attached).If you have any questions please call Leonard sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. Contractor Signature Job or ProJect Name:?1Jl7JTIJ t"17ZI/«(/& Date Signed:Lfbfl2- F:/everyone/forms/bldperm4 Company Name •• PUBUC WORKS AND THE PUBLIC WAY PERMIT PROCESS Row it rehttcs to Duilding Permits: ~Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a "Public Way"permit is required.You can pick up an application at either Community Development,located at 75 South Frontage Road or Public Works,located at 1309 Elkhorn Drive. >Notice sign-offs for utility companies.ALL utilities must fieid verify (locate)respective utilities prior to signing application.Some utility companies require up to 48 hours notice to schedule a locate. io-A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used.This plan will show locations of all traffic control devices (signs,cones,etc.)and the work zone,(area of construction,staging,etc.).This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter.Be aware that your resubmission for winter may be denied depending on the location of construction. }r-Sketch of work being performed must be submitted indicating dimensions (length,width and deptl1 of work).This may be drawn on the traffic control plan or a site plan for the job. )..Submit completed application to the Public Work's office for review.If required,locates will be scheduled for the Town of Vail electricians and irrigation crew,The locates take place in the morning,but may require up to 48 hours to perform, );.The Public Work's Construction Inspector will review the application and approve or deny the permit.You will be contacted as to the status and any requirements that may be needed.Most permits are released within 48 hours of being received,but please allow up to one (1)week to process. ;...As soon as the permit is approved,the Building Department will be notified,allowing the "Building Permit"to be released.Please do not confuse the "Public Way Permit"with a "Building Permit". ~NOTE:The above process is for work in a public way ONLY.Public Way Permits are valid only until November 15th.A new Public Way Permit is required each year if work is not complete.Re-application each November 15th does not mean an automatic renewal. I have read and understand the above. ~/~/'Signature F:/everyone/forms/bldpermS [i~te Signed •• BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval,Engineer's (Public Works) review and approval,a Planning Department review or Health Department review,and a review by the Building Department,the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small)and all multi-family permits will have to follow the above mentioned maximum requirements.Residential and small projects should take a lesser amount of time.However,if residential or smaller projects impact the various above mentioned departments with regard to necessary review,these projects may also take three (3)weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I,the undersigned,understand the plan check procedure and time frame,I also understand that if the permit is not picked up by the expiration date,that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by:TIM'"{!-/"//177fI e- Print name ~~42:=-~ Project Name:~1>9T(/'d/c'h',;t tI'R Date:'ft2,/I'"2 F:everyone/formS{bIdpermJ APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 __ p!no-oooo • Pareel#n 000-ODD-0 0-000 ~ Bldg.Permit #,1m 00-0 [)00 TOWN~ 1.Job Nama 2.E.cavallng Contractor Name Street Address Mailing Address O0 0 -0 (II unknown call 479·2138 ald.0) TOV Conlracto(s Ucense Number REQUIRED City Slate ZJp Phone /I 3.Start Date Completion Date (Permit Expiration DaIs) 4.Work is for (circle Ofle)Water Sewer Gas Electric Telephone CATV Landscaping Temp.Site Access Other _ Depth _ Total SF $_ Total LF $_ Total Permit Fee $_ ST BE ON THE JOBSITE BEFORE THE en working on asphalt.. ctected at all times. utility locations and approvals.Once all utility company ting application through the Public Works office to obtain the ow up to one week to process. Length _ Bond Amount $_ 7.Rubber out-riggers are required on excav Asphalt surfaces underneath the bue a B.A signature below indicates a ravia signatures are obtained,permittee necessal)'Town of Vail signatures. Public Service Company (1-800-922 Public Service Natural Gas Group (1-800-922-1987)_ 6.ALL MATERIAL,EQUIPMENT,AND TRAFFIC CO JOB IS STARTED. 5.Trench-width _ (min.4') U.S,West (1-800-922-1987)_ TCI Cablevision of the Rockies (1-800-922-1987)_ Eagle River Water &Sanitation District (970-476-7480,ext.114)_ Holy Cross Electric Company (1-800-922-1987)_ Town of Vail Electricians (970-479-2158)_ Town of Vail Irrigation (970-479-2158)~_ Town of Vail Public Works Construction Inspector (970-479-2198) 9.THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. 10.All excavation must be done by hand within 18"of utilities -(Senate 8iIl172). 11.Permittee must contact Public Works Depanmenl al479-2198 24 hoyrs prior to commencing Qf work.Failure 10 nOlify the TQwn will result in fQrleiture of bond money.Scheduled inspections which are not ready may result In the Town charging the contractQr a reinspection fee. 12.t certify that I have read all chaplers of Title 8-Public Ways and Property,of Ihe Vail Municipal Code and all utility company agreements,signed by me,and will abide by the same,and thaI all utilities have been notified as reqUired. ATTACH PLAN OF WORK,tNCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show slreets with names,buildings,and location of cuts.USE DASH LINES FOR CUT. Contractor's Signature 01 Agreement Print name clearly Date 01 Signatvre While -Public Works Yellow -Conlractor •• DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS! Ple~lse read and check off each ofthc items below: o The Town of Vail Building Department has developed the foiiowing procedures to ensure that new construction sites have adequateiy established proper drainage from bUilding sites along and adjacent to Town of Vail roads or streets. o The Town of Vail Public Works Department wili be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site.Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings,temporary electrical or any other inspection.Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department.Allow a minimum of 24 hour notice. o Also,the Town of Vail Public Works Department wiii be approving ali finai drainage and culvert installation with resulting road patching as necessary.Such approval must be obtained prior to any Final Certificate of Occupancy issuance. Agreed to by:JtJq<-1f/[I 6'Ci//7/fF Print Name ~-z.;?P"'~Signature Project Name:?t1r-1l7&/'d7L1/Ctl/~ Date Signed:_:J..,lrlL.2,.'7w~,,--,2,,---_ F:/everyone/forms{bldpenn6 •• MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) COOE 5-2-10:OEPOSITS ON PUBUC WAYS PROHIBITED a Unlawful deposits:Subject to subsection C thereof,it is unlawful for any person to litter,track or deposit,or cause to be littered,tracked or deposited,sand,gravel,rocks,mud,dirt,snow,ice,or any other debris or material upon any street,sidewalk,alley or public place,or any portion thereof. o Notice;Abatement:The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof,or who has in the Director's employment a person who violates or causes another to violate the same,top remove such sand,gravel,rocks,mud, dirt,snow,ice or any other debris or material within twenty four (24)hours after receipt of said notice by the Director of Public Works.In the event the person so notified does not comply with the notice within the period of time herein specified,the Director of Public Works,or other authorized agent,may cause any such sand,gravel,rocks,mud,dirt,snow,ice,debris or any other material to be removed from any street or alley at the expense of the notified. a Summons and Penalty:As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same,may be issued a summons to appear before the Munidpal Court of the Town for said violations,and upon being found guilty of a violation hereunder be punished as provided in Section 1·4-1 of this code. ~Notice and Penalty:It is unlawful for any person to fait or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof,and any such person shalt,in addition to payment of the expense of removal inOJrred by the Director of Public Works,as provided in subsection B hereof,upon being found guilty of a violation hereunder,be punishable as provided in section 1-4-1 of this Code.(1997 Code:Ordinance 6 (1979). CODES 7-3A-1 AND 7-3A-3:PARKING OBSTRUCTING TRAFFlC &IMPOUNDMENT AUTHORIZED a No person shalt park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance.(Ord.2(1968)§1) a Whenever any police officer finds a vehicle attended or unattended,standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Artide,or left unattended for a period of twenty four (24)hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102,as amended,the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality,and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in add~ion to a ten dollar (SI0)impoundment charge.(Ord.2(1968)§3:Ord.28(1981)§I) I have read and will comply with 1he above code provisions:-:J;:::.!::a~/lc;4"----!cC,-,£,,,/.J~t/.£/?-<L7iL-'J'fLF-<-.::-_ A t Name~" PO$ition or Relationship 10 Project: l':feveryoncironnSibldperm 1 •• clo Vail Home Rentals,loco 143 u,t \h:adow Drive,Suire 197 Vail.Colondn I\t657 970,,,76·<122)rAX 970-47$-16R4 MINUTES BOARD OF ))IRECTORS MEETING l'OTA TO PATCH CLUB CONOOMlNTUM ASSOCMTlON ~AQCH 27,2002@3:30PM (MSl) Present "~re Kevin Burke,Bettan.Laughlin,Cissy Swig,Charlie Craft,David Kwok, Tom Gargan,Neil Donaldson.Bob Seidelman and Hermann Staufer.Representing Vail Home Rentals were Larry Barnes.Tom Barela and Shane Heuber.Da·..id Haum from Fritzlen Pierce was also present. Hermann Staufer made R motion to approve the minutes from the lasr Board me~ing beld on October 23.2001 The motion was duly seconded and unaOlmously approved. Kevin Burke then tnformed the Board of all of the progress regardmg the renovation project.Discussed in detail were tbe scope of the wock,8 review oftht:color schemes and roofing material,trash enclosures and gate removal,decks,site llghring.the project manual and a swnmary of the bids. The color scheme agreed to by the Board,the arcruteet and the color (;('lnsultant v.as to use an off-white colored stucco.taupe siding and a tWQ-lone green meULI roof.There Yias still a struggle over Ihe facia color,either a green-gray taupe:or an oxblood·maroon color. rt was decided to paint a sample of each on Unit #3 00 the folloYfi.llg Monday so all interested would have the:opportunity t.o give the Board theit final input. Trash enclosures were discussed.Many of the units have trash-receptacles that are attached to the privacy "",alb on the e.xtenor of the unit Almost all of the privacy walls arc going to be rebuilt during the project and the trash enclo~wcs wm have to come down.The contractot is going to rebuild the walls and leave a header in place SO the sheds can be rebuilt Vail Home Rentals is goang to n::con,struct the sh~ds and is going to contact those owner;affected to see iftne want any changes or possibly wanted them eliminated.On a Similar note.several o"ners have gates on their deck!i.Vail Home Rentals is going to contact those owners and inform them that the gates ale going to be removed and stored in the iodlvidual's garAGe.Should the ov..neT want the gate replaced. they must cont:lct V:lil Home Rente.ls and pa)for the reinstallation.repainting etc.. lr"n -','lilt :',J.J ......\1.~'If:"e Wi:lii.;"~,p,!_,"•.\/,I"'1 I ,,"";'"r.I)"11 '".,\-,h 1'-"I '-I~p~lI'i.,l'·,.~'n""'1 \,'il{·.l .J,,,;d 1-:."''',\'{f"h·,l -...:"'\-;;"·111".-1 '1.",,,",1"L.'r FRITZlEN 'RCE ARCHITECTS VAil,COLORADO Town of Vail OFFICE COpy Potato Patch Club Condominiums,Limited Exterior Renovation and Remodel: PROJECT MANUAL FRITZI EN 1t,~l .1 \.\,I ,......'.'.'11,;1",('I PIERCE \',,,i {.:... F '.,''j. Ii"".-.,"'" ~.....,....",I"," I ,,., • Monday,February 18,2002 Monday,February 18,2002 •FRITZLEN PIERCE ARCHITECTS VAIL,COLORADO 970.476.6342 970.476.4901 dbaurn@V;lilarchit('cts.com www.Vi.lllilrchitects.com FRlTZLEN PIE:RC E: OWNER, The Polala Patch Club COlluominiurns The PatMa Patch Club Condominium Association Kevin Burke,Associ<ltion President OWNER'S REPRESEN1"AIWE: Larry Barnes,Property Manager 00 Vail Home Renlals 143 E,Meauow Drive Vail,CO 8'1657 Phone:970.476.2221 Fax:970.476.268'1 ARCHITECf: Fril7lcn Pierce Architects Bill Pierce,Princip.ll in Charge O,wid Baum,Projed Archited 1650 Vail Valley Or. Vilil,CO 81657 Phone: Fax: Email: CONSULTING ARCHITECTS AND ENGINEERS: GiUans Incorporated Steve Bunn 8471 Turnpike Drive,Suile 200 Westminster,Colorado 80031 Phone:303.426.1731 Fax:303.426.1732 Email: ~V\V\v:www.gillans.com STRUCTURAL ENGINEER: Boyle Engineering Tim Boyle 143 East Meadow Drive 390 Vail,Colorado B1657 Phone:970.476.2170 Fax:970.476.4383 Email:boyleengn@compusclV.com i C;:;IJ (N V.d \';,ikv ')1 "".r .,'"i:.,....' \-.111 ...~,i :"d.;.'11 "7 I '.'IA t,r,IJ2 ••~...•,•••·.·.)\·,\·,·.l·(I,;'(',"I •FRITZLEN "RCE ARCH ITEeTS VAIL,COLORADO FRITZLEN PIERCE DIRECT ALL INQUIRIES TO FRITZLEN PIERCE ARCHITECTS J h:jf I f-,1~l V,~;i V3!i(,y DI iv(>.F~dil i~!~":'C j_ V,liL CL.i ......rado SH-;::-;? P:q;;-:).4 ::'h.63-L! I:9;(;'~:b.'·19~.'·( • TABLE Of CONTENTS, FRITZLEN PltCE ARCHITECTS VAlL.CQlOMOO Part 1:Specifications Divi5ion 1 01000:Ceneral Requirements 01100:Summary 01210:Allowances 01230:Alternates 01290:Payment Procedures 01732:Selective Demolition BID FORM Division 2 02466:Helical Piers Division 3 03331:Cast in Place Architectural Concrete Division 4 Not Used Division 5 05400:Cold rornlCd Metal Framing 05811:ArchilC'dural Joint Systems Division 6 06"100:Rough C;\rpentry 06200:finish Carpentry 06401:Exterior Architectural Wood\'lIork Division 7 07242:Extenor Insut.ltion and Finish Systems 07314:Mct11 Shmgles 07415:Preformed Metal Standing Scam Roofing 0](,20.Sheet Melal flashing and Trim 07920;Sealants and Caulking Division I.l 08620:Unit Skylights Division 9 09912:Painting 09931:Exterior Wooci $tilins Division 10 10431:Signs Division 11 Nol Used Division 11. Not Used Division 13 Not Used Division 14 Nor Used Division 15 Nor Used FRITZlrN IfI,11 '_"~""",-",: PIERCE '""l,l,';, p ·,;-n~·"~..\'; r,'I'\l.',-I" "',.",.."It'I, •••M_•••".,,'""f .. •• Division 16 1652'1:Exterior lighting Part 2:Schedules Sch~dure ur Exterior Deck Construction Schedule of PrivaLy Walt Construction FRITZLEN rfRCE ARCHITECTS VAIL,COlORADO Part 3:Details A1. A2. A3. A4. AS. S1. 52. Typic.:<ll Section at Wall Base Typical Wall Elevation Typical Section al Wall Cap Typical Plan al Wall Typical Chimney Cap Structure al New Chimney e<lp Typical Helie;)1 Pier FRITZLEN II,"h·t \',l'!\',\II,.~[)r~",'_l ;ldrido:;'C ·"1 PllRCE V",I""..rI':"I'"' p .1'"I.!.;~ ',-I,J Of,'I t L;'1I.'"uh,hit,··l,.,,) LV(1fl 'ri:~k·~.·\IA ,\r.",I<~,e \ViHbm r.Pi(....","'1 h,,('(I 11,,'n;~.R,Dt,fl,.;"A"hile.I ~It'rh_wi,'I "·!I-!d",,._II.-\"11>,1'"I fJ.l\··d BJIJ"l ..V{'I111('f'1 "-::lh~H,·,li<,;:.,Bu,i"'·,·,,\-1.m ....\p SECTION 01000 GENERAL REQUIREMENTS '1.1 FORM OF AGREEMENT: FRITZLEN "RCE ARCHITECTS V,\IL.COLORADO The form of Agreement between the Owner and the Contractor shall he AlA Document A 107-1997, t\bbreviated Standard Form of Agreement bet'.veen Owner and Contractor for Construction Projects of limited Scope where the basis for p<\yment is a Stipulated Sum. 1.2 INSTRUCTIONS TO BIDDERS: In general,Bidders are to follow the guidelines of AlA Document A701-'997,Instructions to Bidders. All bids are due to the office~Fritzlen Pierce Architects (at the address plovided above)by Noon on Friday,March 15,2002.A mandatory Pre-Bid Conference will occur as outlined below. All Bid amounts will be by CSr division,with amounts for each division summ<lrized and tot<lled,and overhead and profit clearly outlined.All bids will utilize the Allowance amounts as indicated.Re: Attached Bid Forms. The Bioder by rnaking a bid represents that the follOWing have taken place: •The bioder has read and unoerst<lnds the bidding documents and the bid is made in accordance therewith. •The bidder has read and understands the bidding or contract documents,to the exlent that sut.:h documentation relates to the work for which the bid is submitted and to other portions of the project,if any,being bid concurrently or presently lll1dN construction. •The bidder has visited the site,become famili<lr with local conditions under which the work is to be performed,and has correlated the bidders personal observations with the requirements of the proposed contract documents •The bid is based upon the material,equipment,and systems required by the bidding dot..Urnents without exception. •The bidder has studied and comp.ned the bidding documents with each olher and has reporteo to the Architect any errors,inconsistencies or ambiguities discovered. Each Bidder will submit three (3)notari7erl copies of their bid on the bid form provided and by the date indicated. In the event of a mathematical disnepancy ber.vecn the indicated Illmp Slim base bid and tile actual sum of all bid items,the indicated lump sum shall govern. 1.3 AWARD The Contract for the work outlined herein witl not necessarily be awarded solely on the basis of the lowest acceptable and responsible bid,The Owner reServes the right to weigh additional considerations and may request an interview with the bidder(s)prior to the award of the contract. It is the intention of the Owner to award the Contract on the oate outlined in this document. FRITZLEN it:')lJ"U,!V,II,.~_'I ~'.'r".,,,k,':_ PIERCE \-Jil"~·",,',,,J.:;'l-~ f'"."14 I,;,-\.1;: '"<j7(,_,I-(,~'1'11 f '",.,--,·,i _"hi~·'ho,,)';'..r.......'.\l'.\\<JI",I'i'«\\,-, • 1.4 PRE-BID CONfERENCE: •FRITZLEN PIERCE ARCHITECTS VAil.COLORADO A pre-bid conference will take place Friday,March 1.2002 at Potato Patch Club Condominiums Clubhouse at 1 :00 pm.PLEASE NOTE,THIS MAY BE A CHANCE FROM THE TIME ORIC1NAlly SCHEDULED.All General Contractors submitting bids are reqUired to be in attendance.Notes from the Pre-Hid Conference will not be issued to those who chose not to attend. 1.5 PROJECT SCHEDULE (TENTATIVE AND SUBJECT TO CHANGE I' Monday,Fehrllary 25,2002 Monday,March 4,2002 Friday,March 15.2002 Monday,March 18,2002 Monday,April 15,2002 Saturday,MOlY 25 thru Monday,MOlY 27,2002 Thursday,July 4 thru Sunday,July 7,2002 Saturday,August 31 thru Monday,September 2,2002 On or before Friday,November 22,2002 1.6 HOURS Ot-WORK: Drawings and Spc..ifications issued. Pre-Bid Conference l3ids Due Award and execution of the contract,GC to submit for all necessary permits Begin (OIlStJUl..1iol1 No Construction (M€'nlorial Day Holiday) No Construction Uuly 4th Holid"yl No Construction (Labor Day Holiday) Construction Complete The allowable hours of work for this projecl are generally 8:00M1 to 5:00PM,Monday-S<lturday,with the exception of the days and limes lisled in sec:tion 01100.1.5. END OF SECTION 01000 ~RrrZLEN 1(,:"r.d v,\:\';.1\....Dt"••i,I'lilj..~·(I PIERCE \·."ll.,I.....Jd",>1.',- r'·'lj ..~h I 'j~. f-:'),'\.1;1,,j·;".,1 .'11.>'"\...,h,l;,I,,. ,.~........\\\\',v •.....b·ul ;","m ,'~"\ "t "•h ~,"'", r il\'\""11"e ,"....-h'1<1-1 •f',..j,;r,, ',--~".,'\',1«1.\." If I "\'b'-l"",>'r FRITZLEN "RCE ARCHITECTS VAIL.COLORADO SECTION 01100 -SUMfl.iARY GENERAL 1.1 WORK COVERED BY CONTRACT OOCUMENTS A.Projf'CI Itlelltification:Project consists of major exterior renovation ,Ind remodeling of a 42-unit condominium complex in Vall. Project location: Project Owner: Property Manager: Potato Patch Club Condominiums 950 Red Sandstone Road Vail,Colorado 81657 Potato Patch Club Condominium Associalion Kevin Burke,President 2142 Montane Drive East Golden,Colorado 80401 larry Barnes 00 Vail Home Rentals 143 L Meadow Drive Vail,CO 81657 FRITZLENPlrRC( B.Architect Idtmlifkation:The Contract Documents,dated 02-18-02,were prepared for Projcd by: Fritzlen Pierce Architects 1650 East Vail V<llIey Drive Fililridge C1 Vail Colorado 81657 970.476.6342 C.'I he Work consists of the following for units 1·42 of the complex: 1.Selective patching and repair of existmg stucco finish surfaces, 2.New eXlerior paint,inclusive of the clubhouse building. 3.Re-fOofing,including new downspouts,gutters and flashing 10 match roofing S<'lcetion.Refer 10 01230 AU ERNA H$. 4,Re-roofing of existing trash enclosures with same malerial as selected for roof. S.Repair of all interior damage to reilings .IS a direct result of new roof construdion. This includes but is not limited to dr)'\'\'<l11 ceiling palch and rep.,ir ami JJ<linting of effected ceiling surfaces.Re:0'1732.1.4 for additional information. b.Demolilion of existing chimney c.'ps and instillation of new chimney caps 7.Selrctive tlemolition and re-constructlon of existing sile privacy walls. ':.'f I '.\. ,!!,-j,I '-0 J.i,(.... -;,·1- ~,.In ••FRITZLEN PIERCE ARCHITECTS VAll.COLORADO 8.Re-installation of existing gales. 9.Removal of all building mounted light fixtures and installation of new fixtures in like location. 10.Removal of damaged exterior decks and construction of new decks in the identical locations.Refer to 01230 ALTERNATES. 11.Installation of new address numerals 12.Removal of all existing skylights. 13.Installation of new skylights in same location as tho~to be rcrnovco. 1.2 USE Of PREMISES A.Genel<ll:Contrilclor shall have futl use of premises for construction operi'ltions,including usc of Project site,during construction period.Only Owner's right to perform work or to retain other contracturs on portiorls of Projecllirnits contractor's use of premises. B.The Contractor will submit <l complete scheuule of the work,prior 10 the stlrt of construction,which outlines the period(s)during which each individual unit will be under construction,to the Architect and the Property Manager.The purpose of this schedule serves to inform the individual unit owners and will allow them to schedule their use of the units accordingly throughout the construction period. C.The Contractor Illay lltili7C thc Owners utilities for execution of the work outlined in this document. D.Materials may be stored at the individual units for 2 days prior to their installation and/or removal.Long-term s(Orage of materials will occur in designated staging areas. E.The Contl(lctor may utilize courts 6 and 7,with the entry on the south side of court 7,for long~term storage of materials and staging.The fence around courts 6 and 7 may be taken down to allow acec.,>);as designated,however the fence will remain where accesS'is not allowed.The dub will utilize these courtS for tennis in the future. f.Construction parking willlJe located to the west of court 7 and north of Unit 1. Construction O\'l!rflow pnrking will occur off-site. G.The General Contr<lctor is solely responsible for maintaining a neat ;md orderly job site on a day-to-day basis.On site materials and equipment shall be stored in an orderly m~nner. Trash will be removed Oil a regular b~sis;loose debris on site will not ue allowed.The site will remain reasonably dean throughout the constrm.1ion process. PRODUCTS (NOl Used) EXECUTION (Not Used) FRITZlEN (,:(,1:V.,\.1.,.,:),V('.'J!,",,,,_r I PIERCE \.,d I ",d.'I'l,,·,~ 1 ":'14'll(,,--l~ ~':~'.·l~t 1"'11I.'I',,",,1_.c h,j;,-h H:'e""~.~.~.."..~."..'-".~'lIl:'r,'"",,·~>t'. .,n"f"I~tl rI."I \.\(.;1 11 e \\la'"f.Pi,....A.l'l hi'll:! lh,·,':1.~i\L.I'J...\.hll,'1 t ~LP ,1'1.:f ••(,'1."'",1.,vLh Ih1 ':',h"~:.\';,,,,I I)-,~••1,'"q '.\," SECTION 01210·AllOWANUS GENERAL 1.1 SUMMARY FRITZLEN ~CE ARCHITECTS VAll.COLORADO A.This Section includes administrative .lOU procedural requirements govcrning the following: 1.llJtllj.l SUIll allowances. 1.2 A. B. c. 1.3 A. B. 1.4 A. Sri rCTION AND PURCHASE At the earliest practical date after award of the Contract advise Architect of the dale whcn final selection and purchase of each product or system described by an allowance must be completed to aVOId delaying the Work. At Architect's request,obtilin proposals for each allowance for usc in making final selections. Include recommendations tholt are rcleV.lOt to performing the Work. Purch;:ase products and systems sclcded by Archite<.'t from the designated supplier. SUBMITIAlS Submit proposals for purchase of products or systems included in allowances,in the form specified for Change Orders. Submit invoices or delivery slips to show aClllal quantities of matcrials delivered to the site for use ill fulfillment of each allowance. UNUSED MATERIALS Return Ilnu$Ni materials purchased under an allowance to manufaLturer or supplier for credit to Owner.after installation has been completed and accepted. 1.If requested by Architect,prepare unused malerial for storage by OwnC'r when it is not economically prdctical to relurn the material for credil If directed by Architect, deliver unused material to Owner's storage space.Othenvise,disposal of unused material is Contractor's responsibility. PRODUCTS (Not US<'d) FRITZLEN If,'.'f J,l v,,\,1 ,..., PIERCE \-..J r"'.,,.~J,',11, p '·1).1 ~i,;,"l '. •"'71~·J'f,J",. I ,p'"I"'!'I ••••.,....·.·.·'•.w \.,,1;./,l,l.~• "I..;:.I • EXECUTION 1.5 EXM11 AllON FRITZLEN P~CE ARCHITECTS VAil.COLORADO A Examme products covered by an allowance promptly on dE-livery for damage or defects. Return damaged or defective products to manufacturer for replJcement. 1.6 PREPARATION A.Coordinate materials and their installation for each allowance with related materials and Installations to ensure that each allowance item is completely integrdted and interfaced with related .....,ork. 1.7 SCHEL>UlE OF ALLOWANCES A.Allowance NO.1:Selective building Stucco/EIFS Patch and Repair,inclusive of material ':.II1d labor,exclusive of vvork described in these documents. $40,000.00 B.Allowance NO.2:$elective Fascia Repair and/or Replacement,inclusive of materi(11 and labor,exclusive of finish paint or stain. 540,000.00 C.AJlow,Hl<:e No.J:Selective Siding ilnd Miscellaneous CMpentry Repair and/or Replacement (including strudural repair to decks),inclusive of material and labor, exrlusivl'of finish paint or stain. $60,(){)().OO [ND OF SECIION 01210 FRITZlEN ,F .,:' Pt[RC[•.!>.'b:J ,'.."'..,l·t.I'. ". lInn rriltka.\I·\,An ";11;'I e \\HI~m r.PiCIl<'Art hill (I 1","11.1'I;I )"He'~,V,hile I ....I,·ph,mlt·L(·.:!;o'1n".".-'",hilL I D,h;rI B,1>.-"'.'\·c!HI{....1 !\'f",''·I,'~Ii,-h"P'tl'l"(""',llh'hd SECTION 01230 -ALTERNATES GENERAL '.1 SUMMAKY FRITZLEN rfRCE ARCHITECTS VAIL COLORADO A.This Section includes <lurninislrative an(1 procedural re<.luircmcnts for alternates. 1.2 DEFINITIONS A.Alternate:An amounl proposed by bidders and staled on the Bid Form for certain work defined in the Bidding RNluirements that may be added to or deducted from the Base Bill amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in lhe products,materials,equipment,systems,or instlilillion methods described in the Contract Documents. 1.The cost or credit for each alternille is the nct addition to or deduction from the Contrad Sum to incorporate alternate into the Work.No other adjustments are made to the Contract Sum. 1.3 PROCELJURES A Coordination:Mooify or adjust affected adjacent work as necessary to completely integrJte work of the alternate into Proje<.1. '1.Include as p.-lrt of each alternate,miscelf;Hlcolls devic.l"S,accessory objects.and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. B.Notification:Immediately following award of the Contract,notify each party involved,in writing,of the status of each alternate_Indicate if alternates have been accepted,rejected, or deferred for later consideration.Include a complete description of negotiated modifications to alternales. C.uecute accepled alternates under the same conditions as other work of the Contract. D.Schedule:A Schedule of Alternates is included at the end of this Section.Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. PRODUCTS (Not Usedl rRITZl(N '(::;"L,j V.l'!\Jlkl r.':no.,":,i;t",,'('- I'ltRCE V"I ~-".!,."J.'I·I". ~~or·1 ~!,;·'l~~ ~':-(',.j7f..~'.\1'1 -..~•••••1..1......·hI""'..Ie 1',,\, • EXECUTION 1.4 SCHEDULE OF ALTERNATES FRITZLEN pIcE ARCHITECTS' VAil,COLORADO A.Alternate NO.1:Copper Roofing.This alternate includes the installation of roofing materials as specified herein,substituting Copper for the material specified.Re:07314.1.4 B Metal Shingles for more information. B.Alternate No.2:Deck Work.The bidder will provide SCpiHate pridng for all neek repair and replacement work included as part of this specification.Rc:06401 Exterior Architectural Woodwork (or more information.See atLxhed Schedule of Exterior Deck Construction. C.Alternate No.3 Site Lighting.The bidder will provide separate pricing for all exterior pole and ballard mounted light fixtures as part of this specification.Rc:16521 Exterior Lighting for more informalion. [NO OF SECTION onJO FRITZlEN 1/,-.1'[.,,1 v,,;:'Jlt,v l~,:.'•.,"~~:C I, PIE RC E V.ld.C-"'CII,ld<)!\1t>,~ p,'.';'l),4·'(,I;tl"1;! f 11:fl,4-f-.4·~11 ,~i'<'~""i!,\',td"\K'" •••~,•••'.\..":"'.:11~'II,I'(,(~', hnn ·ril.1k'l."'1.-\..\t,"':l~t e "':lI:,,,,f P'Cm:'..\rrhilc'f! I '''014'1 R Du At •"'..hil I Skp:'_"""-of,.•h ..n "•.t,., i:)..,,;d B.;;.¥"'..\"'1i1 •I FRITZLEN MRCE ARCHITECTS VAlL,COlORADO """:,"" SECTION 01290·PAYMENT PROCEDURES GENERAL 1.1 SUMMARY A.This Section specifics administrdtive and procedural requirements necessary to prepilre and process Applications for Payment 1.2 SCHEDULE OF VALUES A.Coordination:Coordinate preparnlion of the Schedule of Values with p,eparation of Conll7letor's Construction Schedule. 1.Corrclilte line items in the Schedllie of Values with other r("(]uircd administldtive forms and schedules,including Submittals Schedule and Appll~tion for Payment forms with Continuation Sheets. 2.Subll1itlhe Schedule ofValucs to Architect at earliest possible date but no later than seven dOlYS before the date scheduled for submitt.ll of initial Applications for Payment. B.Format and Content:Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values.Provide at least one line item for each Specification Section. 1.Idenlification:Include the following Project identifiGllion 011 the Schedule of Values: n.Project name and locntian. b.Name of Architect. c.Architect's project nllmber. d.Contractor's name and address. e.Dale of submittal. 2.Arrange the Schedule of Values in tabular form with separate columns 10 indicate the folloWing for each item listed: a.RelOlled Specification Section or Division. b.Description of the Work. c.ame of subcontldctor. d.Name of manufacturer or fabricator. e.Name of supplier. £.Change Orders (numbers)that affect value. rRITZL[N f,$'JfJ,I\'\",'r',"" ..ttRCt \."I.:::.....:....d ~:••'• •''';i,f jJ • L 7 t J ¥,...I ;.'(J'ld •lilt,', ••,..;',\,'"I,)/', •FRITZLEN PltCE ARCHITECTS VAll,COlORADO .-RITll(N ..I ~RC £ 1)Percentage of the Contract Sum to nearest one-hundredth percent, adjusted (0 lotal100 percent. 3.Provide'l breakdown of the Contmct Sum in enough detOlil to facilitate continued ('Valuation of Applic.ations for Payment and progress reports.Coordinate with the Project Manual table of c.:ontents.Provide several line items for principal subcontract amounts,where appropriate. 4.Round amounts to nearest whole dollar;total shall equallhe Contract Sum. 5.Provide a separate line item in the Schedule of Values for each part of Ihe Work where Applications for Payment rn."ly include malerials or equipment purchased or fabriC-dted and stored,but nol yet installed. 6.Provide scpar.ne line items in the Schedule of Values for initial cost of materials,for each subsequent stage o(completion,and (or total installed value of that part of the Work. 7.Each item in the Sc.hedule of Valucs and Applications for Payrnent shall be c.:omplete. Include total cost and Prol>ortionate share of general overhedd and profil for each Ilem. a.remporary facilities and Olher major cost items Ihal arc not direct cosl9f dcluJJ work-in-place may be shown ("ither as separate line items in the Schedule of VO'llues or ctislributoo as general overhead expense,at Contractor's option_ 8.Schedulc Updilling:Update and resubmit the Schedule of Values before the next Applications for Payment when Change OnJftrs or COllslrudion Ch.mge Directives resull in a change in thft Conlr.lL1 Sum. 1.3 APPLICATIONS FOR PAYMENT A.Each Application for PO'lymenl ~hO'lIi be (onsist('nl with previous applicolliolls and payments as certifiNi by Architect and paid for by Owner. 1.Initial Application for Payment,ApplicdtiOIl for Payment at time of Substantial Completion,and final Application for PaymC'nt involve additional requirements. B.I'ayrnenl Application Times:The date for each progress payment is indicatecJ in the Agrccmcnt bct\veen Owner and Contractor.rhe period of wnstruclion Work covered by each Application for Payment is the period indicOllcd in the Agreement C.Payment Application Forms:Usc AlA Document G702 and AlA Documenl G703 Continuation Sheets as form for Applications (or PdYlTlent \ .I, -, •FRITZLEN ,fRCE ARCHITECTS VAlL,COlQKAOO D.Application I'repar.ation:Complele rvrry entry on form.Notuize and execute by a pefWn authorized to sign ~al documents on behalf of Contractor.Architect will return incomplete applic.ltions without action. 1.Entries sh<lll match dat..on Ihe Schl.>tlule of Values and Contractor's Construction Schedule.Use updated schedules If r('Vi<;lons were m.ade. l..Include amounts of Change Orders and Construction Change Directives issued before l<lSt day of construclion period co....ereu by application. E.Tr.lnsmilldl:Submit 3 signed and notarb'cd original copil.'S of each Application for Paymenl to Architect oy a melhod ensuring receipt within 24 hours.One copy shall include waivers of lien ann similar attachments if requiled. 1.Transmit each copy with a triHlSllliltal form listing attachments and recorning .lppropriale informiltion about application. F.Waivers of MCl.hanic's lien:With each Arrlic.ltion for Payment,submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contrad and related to the Work covered by the payment. 1.Submit pMtial w;aivers on C.ll.h ilem for amount requested,before deduction for retainage,on each item. 2.When all application shows completion of an item,submit final or full waivers. J.Owner reserves the right to designate whIch entities involved in the Work must sunmit waivers. 4.Waiver OcL1YS:Submit each Application for Payment with Contractor's \V<liver of mechanic's lien for constmction perioll covered by the application. a.Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is I<lwfully entitled lo a lien. G.Initial Application for Payment:Administrative <Jctions and submittals that must precede or coincide with submittal of first Appllcafion for Payment include the following: 1.list of subcontractors. 2.Sc.henull'of Values. 3.Contrilctor's ConstnJdion Schedule (preliminary if not final). 4.Submiltals Schedule (preliminary If not final). 5.lIst of Contr.ldOr's staff assignments. 6.Copies of building permits. 7.Copies of authorizations and lICenses from authorities having jurisdiction for performance of Ihe Work. 8.Certificates of Insurance and insumn<.;e policies. 9.Dam neelled to acquire Owner's insur.lnce. FIUTZLEN PltRC! -........... I ",;Cl [,I I'\I \~;I.L,..~l F''1~"~-;.I:· F C.-I;·1-'.,'1." f';nf,\1 ,1 "hit.," ...."\;11'"(11,," ,~.. ••FRITZLEN PIERCE ARCHITECTS' VAll,COlORADO H.Application for P.lymcnt at Substantial Completion:After issuing the Certificate of Substantial Completion.submit an Application for Payment showing 100 percent completion for portion of the WOlk claimed as subst.1ntially complete. 1.Include documentation supportingclaim that the Work is substantially cumplete and a statement showing an accounting of changes La the Contract Sum. 2.This application shall renee'Certiri(.-ales of PiHtial Subst;mtial Completion issued previously for Owner occupancy of d(!5ignatC'd portions of the Work. L Final Payment AppliGllion:Submit final Application for Payment with releases and supporting documentation not previously submitted .Ind ac:ccptcd,including,but not limited.to the folloWing: 1.Evidence of completion of Project closeout reqUirements. 2.Insurance certifIcates for products and completed oper..llions where required and proof that taxes.fees,and simil.u obligations were p.1id. 3.Updated final statement,docountillg fur final changes to the Contract Sum. 4.AlA Document G706.·Contractor's Affidavit of Payment of Oebts and Claims.· 5.AlA Documenl G70M,'Contractor's Affidavit of Release of liens.· ().AlA Document G707,-Consent of Surety to Fin,,1 Payment: 7.Evidence that claims have been settled. 8.Final meter readings for utilities.a meilsured record of stored fuel,and similar data as of date of Substantial Comple-lion or when Owner took possession of and assumed responsibility (or corresponding elements of the Work. 9.An Ovmers Manual including .lit warranties.proouct data,product certificates, maintenance data and other pertinent informalion for nJl systems included in the scope of work outlinell herl:::in. ,.4 LIQUIDATED DAMAGES, If the Work outlinpd in the Contract Docurnenls does not reilch SUUst'Hl!i"11 Completion by the date sfwcificd in the Contrilct Time outlined in this documenl and/or tn the Contract (AlA A107 -,997), liquidated Dam"ges will he assessed according to the following schedule: •S200.00/dOlY for the initial 7 days after the Dale of full ;lOd Final Completion •$250.00/day for da)'S 8-14 after the Date of Full and Final Completion •$500.00/workin~day therearter 1.5 RETAINAG[: The "mount of 10%wilt be withheld from each Application for Paymenl.The full rctainage amount Will be paid at the time of Final Payment.30 days after Full and finnl C:ompIClion.Retainage applies to completed work,stored maleridls and equilJlllenL PRODUCTS (Not Used) fRJTZlEN ,,p \",'\, PIERCE ,I <,d,, F ,"' .J.,'-1.!,,.,• '"h...-.,....-:-.,<•• • EXECUTION (Not Used) ED OF SECTION 01290 r''..;')4....,i..:,;,:~~:::: i-.Q7{;.-;7f.-<.1',-Q FRITZLEN rfRCE ARCHITECTS VAIL,COLORADO ,-n.,fr;!lI~",,\!-I..,A,nfli:"-l e \\1,10.,""f i-'i(',((..Arc 1I,1r'C l:t,·[l:.;.R [\6.,:.,:"cj,:lv.1 ~;"P'.WiL j ,'11,".'II.I.\rt ,ll <. '.1\-:!U;>,.,"..\-,'I":' 0..;:':,.t._~3u~',1,.\1"".l' SECTION 01731·SELECTIVE DEMOLITION GENERAL 1.1 SUMtvtARY FRITZLEN P~CE ARCHITECTS VAil,COlORADO A.ThiS Section inC'ludes demolition .lIlll removal of the following: 1,Selected portjon~of a building or slJuclure. 2.Stdel.ted site elements. 3.RelXlir procedures for selective demolition opcmtions.. 1.2 DEfiNITIONS A,Remove:Delach items from exisling constructIon and legally r1lspose of them off-site.unless indicated to be removed and satv-aged or ,emoved and reinstalled 8.Remove and Satv-age:Dct..ch items from exisling construction and deliver them to Owner leady for leuse. 1.3 1.4 c. D. A. A. Remove and Reinstall:Detach items from existing constructioll,IJrepare Lhem for reuse, and reinstall Lhcl1l where ill(licilted. Existing to Remain:Existing items of construction thai arc not to be removed and that are not oth(,(\VI~(,ineticated to be removed,removed and salvaged,or r~movcn ann reinstalled, MATERIALS OWNERSHIP Except fOl items or millerials indicalccl to be reused,salvaged,reinSL.ll1ed,or olherwise indicatedlo remain Owner's propeny.dl"molishcd materials shall become ContJactor's property and shall be removed from Ploject.site, SUBMITTALS Predemolition Photographs or Videota~;Show existing conditions of adjQining construction and site improvements Lhat might be misconstrued as damage caused by S('lectivc demolition operations.This documenbtion should include butis not limited to landscaping.on-grade walks and patios,interior ceilings,exterior cates and tJash enclosures and exterior trim,siding and stucco,These items must he submitted prior to lhe exC(..'l.ltion of any work. FRIlZLEN '"~Ie CE 1-::)[',',\\'1 \',l;i,-:.,,J,f'l, '"'":'0{"I I <J-';.J -~"I ; r ,'1'!..-'·.1 1 I'~, ~....•••••·,IV.W,I,loJ 'h ,', ••FRITZLEN PIERCE ARCHITECTS VAIL,COLORADO ,.Provide 3 copies of pre-demolition photographs to the Architeclprior to the st.1It of work. B.landfill Records:Indicate receipt ,'Inc!acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.5 QUALITY ASSURANCE A.Regulatory Requirements:Comply with ~overning EPA notifiCltion regulations before beginning selective demolition.Comply with h<luling and dispos<l1 regulations of authorities having jurisdiction. B.Standards:Comply with ANSI Al0.6 and NFPA 241. C.Predemolition Conference:Conduct (;Qllferenc.;e at Project site. 1.6 PROJECT CONDITIONS A.Owner will occupy }X)rtiolls of building immediately acljaccnt to selective demolition area. Conduct sclectiv'e demolition so Owner's operations will not be disrupted.Provide flat less than 72 hours'notice to Owner of activities that will affect Owner's property. B.Maintain access to existing walkways,corridors,and other adjacent occupied or used facilities. 1.Do 110t dose or obstrucl walkwclys,corridors,or olher occupied or used facilities without written permission from authorities having jurisdiction. C.Owner assumes no r('sponsibility (or condition of areas to be selectively demolished, 1,Owner will m<lintain conditions existing at time of inspection for bidding purpose as far as IJracliG11. D.Hazardous Materials:It is not expeded that hazardous materials wiJI be encountered in the Work. 1.If materials suspected of cont.lilling haz.udous materials are encountered,do not disturb;illlmetliately notify Architect and Owner,Owner will remove hanlrdOlJS materials under a sC'parate contract E.Storage or sale of removed items or materials on-site will not be permitted, f.Ulility Service:Maintain existing ulilities indicated to remain in service and protect them against damage during selective demolition operations, 1.Maintain fire-protection facilities in service during selective demolition opera lions, fRITZLEN 1""I l,,'1 VI;\":.1:','\Dr:••:~,;II",~,. PIERCE \,,;1 :.,\,~,.iJ 'lb"~ r"'..<lJ h(>\__ I '·17l<,I7;,l'l'll t ,,'I';'·'.\,1,1·hkv •••~,.....,\'.\-S,'.-,L.:'11"10-..",, • 1.7 WARRANTY FRITZLEN MRCE ARCHITECTS VAll.,COLORADO A.Existing WarrantIes:Remove,replace,patch,and repair materials anl!surfaces cut or darndged cJuring selective demolibon,by methods and with materials so as not to void existing warranties. PRODUCTS 1.8 REPAIR MATERIALS A.Use repair materials identical to existing materials. 1.If itlenticall1lilterials are unavailable or cannot be used for cXJX>sc<1 surfaces.lISC materials that visually match existing adjacent surfaces to the fullest extent possible. 2.Usc a material whose installed performance equals or surpasses thai of existing materials. EXECUTION 1.9 A. B. c. D. 1.10 A. EXAMINArlQN Survey existing conditions and corrcl.,lr with requirements indiGlted 10 determine extent of selective demolition required. Inventory and re<:ortl the condition of items to be removed and rcinstall<Xl ami items 10 be removed and salvaged. When unanhClpated mechanical,electrical,or structural elernenls lhat collniet with intended function or design arc eneounterl'd,investigate and measure the nature and extent of conflict.Promplly submit a written report to architect. No existing landscaping of 1.S"caliper (or 5 gallon original size)or greater may be removed without the wrillen permission of the ArchitccL The contractor is solely charged wilh protecting the existing landscape to the extent reasonably practical during construction.It is assumed thai the majority of existing landscape material will remalO during and after construction UTILITY SERVICES Existing Utilities:Maintain services indicated to remain and protect them against damage dUring selecllve demolition operJtions. FRITZlEN le_j [.1-1 \'.I f'l[RC[\.ulc"1,..,,J,!1l. I '".1.1 "rd: r!~ll I I-,~'.,I ,i"'.,,,t.h,'.,,," ,•."....~<I',\.~ •FRITZLEN PltCE ARCHITECTS V"Il.,COLORADO B.Do not interrupt existing utilities serving occupied or operating facilities unless authorized in wriling by Owner and <lll!horitics hilving jurisniction.Provide temporary services uuring interruptions to existing utilities,as acceptable to Owner and to authorities having jurisdiction, 1.Provide at least 72 hours'notice to Owner if shutdown of service is required during changeover. C.Utility Requirements:Do flol start selective dernolition work Ul1lillltility disconnecting and sealing h,lVC bf>cn completed and verified in writing. "1.11 PREPARATION A.Site Access and Temporary Controls:Conduct selective demolition and debris-removal operations to ensure minimum interference with roads,slreets,walks,walkways,and other adjacent occupied and used facilities. 1,Do not close or obstruct streets,walks,w"lkways,or other adjacent occupied or used facilities without permission from the Owner and property manager and authorities haVing jurisdiction.Provide alternate routes around closed or obstruc.1ed traffic ways if required by governing regulations..' 2.Erect temporary protection,such as walks,fences,railings,C<1nopies,and covered passageways,where required by authorities having jurisdiction, 3.Protect existing site improvemenfs,appurtenances,and landscaping to remain, fl.Temporary Facilities:Provide tempo"u)'barricades and other protection required to prevent injury to people and damage to adjacent buildings <lIllJ filcilities 10 rem<lin_ C.1emporary Enclosures:Provide temporary enclosures for protection of existing building and construction,in progress and completed,from exposure,foul weather,other construction operations,and similar activities.Provide teml)Qrary weather tight enclosure for building exterior. D,Temporary Shoring:Provide and maintain shoring,bracing,or structural support to preserve stability and prevent movement,settlement,or collapse of construction to remain,and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1.12 POlLUTION CONTROlS A.Disposal:Remove and transport dehris in a manner th'l!will prevent spillage 011 al1jacent surfaces and <Heas. rRfTZUN (,r,(1 F."I \'.,..J 1!,:,.'''''."i:,Id-:(:I. PIERCE V"iLI .."""..!",t,.-,' '\;"1 ·l.'!>f.'_~~ I '~-!l.4~f ,lr"l1 ;'nl_'~."",..:.,r.I 1<'l' ~'.R··U'·.,,,,.,,,,.,_,,,'w,nl •FRITZLEN ~CE ARCHITECTS VAll,COlORADO 1.RemovE'debris from elevated portions of building by chute,hoi,>t,or other device that will convey debris to gr,'lde level in a controlled descenl B.Cleaning:Clean ,Idjacent structures and Improvements of dust,dirt,and debris caused by sclcrtlVC'demolition opl'ralions.Return iuJjdcenl areas to condition existing before sclcetivC' demolition ope/alions began. 1.13 SELECTIVE DEMOLITION A.General:Demolish and remove existing construction only to the exlcnl required by flew construction <lod as ior/iealed.Use methods required to complete the Work within Hmilalions of govE.'rning regulations. I.Neatly cut openings and holes plumb,square,and true to dimensions required.Use cuUing methods leasllikely to damage construction to remain or adjoining construction, 2.Cut or drill from the exposcd or finished side into concealed surfaces 10 (l:void maning existing finished surfaces. 3.Do not use cutting torches until \oVOrk area is cleared of flammable rnatefials.At concealed spaces,such as duet and pipe interiors,verify condition and contents of hIdden Sp.KC before starting flame-cutting oper.llions,Maintain portable fire- suppression devices dUring flame-cutting operations. 4.locate selective demolition eqUIpment and remO\'C debris and materials so as not to impose excessive loads on supporting walls.Ooors,or framing. B.Existing Fadlities:Comply with building manager's requirements for using and protecting elevators,Sl'lirs,walkways,loading docks,building entries,and other building facilities rI~Jring ~l'lectivc rI('mohlinn npNations, C.Removed ,lnd Salvaged Items: 1.Clean salv,lgeu items. 2.Pack or crate items after deaning,Idenlify conlents of conlainers. 3.Store items In a SI'ClJre arca until delivery to Owner. 4.Transport items to Owner's storage oura designated hy Owner. 5.Protect items from damage during transport and storage. D.Removed and RelOsfalled Items: 1.Clean and repair items to functional condition adequate for intended reuse.Paint equipmenllo match new equipment 2.Pack or crate items after cleaning anu repairing.luenlify contents of containers. 3.Protect items from damage during transport .mcl storage. FRITZlEN I",~(;FJ I \I' I'I(RC(\'".1 ,:I 1\"·.' ".'~I,··L '7\1..1 -,,.J'.I" "r '\\.111"',1" _••~...,.',"'.,',',I "',I(.,>1'1 •FRITZLEN P~CE ARCHITECTS VAIL,COlORADO E. 1.14 A. B. c. D. 1.15 4.Reinstall items in locations indiGlted.Comply with installation requirements for new materials and equipment.Provide conn«t1ons,supports,and miscellaneous materials necessary to make item functional for use indicated. Existing Items 10 Remain:Proteel construction indicated to rern..,in against damage and soiling during selective demolition.When [X'rmincd by ArchlT(x:t,items may be removed to a suitable,protected storage location during selective demolition and cleaned and reinstalled in their originalloc-ations after selective demolition operations are complete. PATCHING AND REPAIRS Gener.tl:Promptly repair damage to adJacenr construction Glused by selective demolition operations. Repai~:Where repail'5 10 exisling surfaces ille required,patch to produce surfaces suitable for new materials. Finishes:Restore exposed finishes of parcher!ilrcas ;'Ind extend restoration into adjoining construdion in a manner that eliminates cviclencc of patching ;lnd refinishing. Ceilings:Palch,repair,or rehang existing ceilings tiS necessary to provide an even-plane surface of uniform appearance. DISPOSAL Of DEMOLISHED MATERIALS A General:Promplly dispose of demolished maleriJls.Do not allow demolished materials to ilCCUmlll<lte on-Sire. B.Burning:Do not burn demolisher!m<ltf'rials. C.Disposal:Transporl demolished materials o(f Owner's property and legally disposes of them. D.U~e of the Owners trash facililies is striclly prohibiled. END or SCCTION 01732 fRITZlEN PIE It C( .(oJ I ~•"), r.I ...,..I • .!-•• ...."' .,'•••0 ..0 '" I)l"\F·,17k'!'.AI."',A.fl hilt"1 e \\iW;)'l"F.Picln'".Ardl,lN:t Ti),'m;)~1>..Ou P.0l~,M~hill.'<I Slcp'lil,..,i.::l(Jrd·j"h"",,",\rL',ilnl ;:I"v.d &i111"'.,,"dUlr'n 'u,h~·Hf',i,nl~;\,du","c~>.,I,.'_ln"v·r SECTION 02466 -HElICA:L PIERS GENERAL FRITZLEN rfRCE ARCHITECTS VAil,COLORADO A.This section include!;the following: 1.Helical Piers 1.2 .SUBMITIALS A.r wings:Indic.1ting the proposed IOU'ltion of each hdiU'l1 pier. 1.3 QUALITY ASSURANCE A.All work as described herein shall he performed in accordance with all applicable safety codes in effect at the time of installation. PRODUCTS 1.4 MANUfACfURERS A.Helical Piers shaJll>e manufactured by the A.B.Chance Company,Centralia, Missouri. 1.5 HELICAL PIERS A.All piers llIusl ue conosiOll protected by hol dip galviHlizJtioll B.The hclicallead sections ilnd extcnsion~shall be solid steel,rounded corner squiHe shilft configuration,with one or more helical bearing plates welded to the shaft. EXECUTION 1.0 INSTALLATION A.Piers shall be installed by an authorized A.ll.Chance contractor,rlcalcrs who have satisfied the certification requirements relating to the techniCClI i'lspects of the pro<!Lrct and the ascribed installi'ltion techniques.Proof of current certification by the A.B.Chance Company must be provided. B.Installation units shall consist of a rotary lype torque motor wilh forward and reverse capabilities.These units shall be either electrically or hydraulically powered. C.Insl:..111ation unils shall be c.lpable of developing the minimum torque as required. FR1TZLFN I£:i:I1:J.\\-~il \'JI','\DI'\c',l ..d,U~·C-t I'I~RCE \'~,I.'.~,:.,'_d.'l:'('''. 1 '·'.:4:1,1"·n [r."','....,1.,,,I,·1'_",'I • A ••~'·.~·.\H'W\',1",1,'"I"j'" •FRITZLEN P~CE ARCHITECTS VAIL COLORADO D.Installation torque shall be moniloretllhroughout the installation process. E.Installation units shall be capable of positioning the Helical Pier at the proper installation angle.This angle may vary between vertical and 5 degrees depending upon appliGltion and type of found<ltion termination specified F.Helical Piers shall be installed to the minimum torque value required to provide the load capacities shown on the plans. G.The appropriat4:"steel underpinning bracket or new construction cap shall be used. H.Appropriate pier selection will consider load plus safety fador,soil parameters and the installation torque versus capacity equation as prf the m.lnufaeturers recommendations. END OF SECTIO 02466 't:;'l v.I. V ,I C .J I .","I•·1,I• 'rl ·I-~.ol'k , ~...w.,I ',,-..\,••,I", f " ,-- lvnn ,-r:L.:ILn.Nc\,.,\(,hilL"\• \\.'illi~M f,Pi('I"~.A,jl'IIG 1',,"T ~~~.[;"I;,"),'"h,',-"I ~"P 1<\<:'I ,d'J'1t!-,t ,\",h,I'~.l D.I"l!1:),'.1,,...hi/{·ll '-l"~\'HI'111'1:1 l"M'I''¥Im,hl·r FRITZLEN MRCE ARCHITECTS VAll.COLORADO FRITZLEN I'I ~R C ~ SECTION 03331 -CAST-IN-PLACE ARCHITECTURAL CONCRETE r.ENERAL 1.1 SUMMARY A.This Section includes formwurk,reinforcement accessories,concrete materials,concrete mix design,placement procedures,and finishes. 1.2 SUBMlTIAlS A.Shop Drawings:Show formwork construction including form-facing joints,rustications, construction and contraction joints,form joint-sealant details.form tie location and patterns, inserts and embedments,cutouts,deanout panels,and olher items that visually affect cast- in-place architectural concret.e. 1.3 QUALITY ASSURANCE A.Installer Qualifications:A qualified contractor who has specialized in installing cast-in-rlace architectural concrete similar in material,design,and extent to that indicated for this Project. B.Concrete Manu(acturer Qualifications:A firm experienced in manufacturing ready-mixed concrete products complying with ASTM C 94 requirements for production facilities and eqllipmenl. C.t\CI Standards:Comply with ACI 303.1,·Specification for Cast-in-Plilce Architedural Concrete";ACl 301,"Specification (or Struclural Concrete';and ACil 1 7,"Specifications for Tolerances for Concrete Construction and Materials,"unless more stringent provisions are indicated. D.Mockups:Before illlliiltion or the work in its entirety,the Contrador will produce ·1 full- scale sample for each application (fooling,wall cap and chimney cap),actual size,to demonstrate the e>:pected rdnge of finish,color,and texture variations. 1.Approved Mockups may become part of the completed Work. PRODuas 1.4 rORM~FAClNG MATERIALS 11,.;tl!1.1\"·\jl"oy·j",,·.""lk"(I V .,1 (-,''hI".(lth'~ r·''I~'(,./.\-1..; '::,'1:'(,'l'~.l' T·(,"1'1,,,,.h'ltY;',-,,~. \\,.\"",\'<t !.""":,"'~"<,,", ••FRITZLEN PIERCE ARCHITECTS' VAIL,COLORADO FRITZLEN PI(RC£ A.General:Comply with Division 3 Section "Cast-in-PI;1ce Concrete'for formwork and other form-facing m(lterial requirements. B.Form-Facing Panels (or As-Cast Finishes:Steel,glass-fiber-reinforced plastic,or other approved non-<lbSOrplive panel materials that will provide continuous,true,and smooth architectural concrete surfaces.Furnish in largest practicable sizes to minimize number of joints. C.Form Liners:Units of face design,texture,arrangement,.md c.onfiguriltion indiciltecl. Provide solid backillg and (orm supports to ensure that form liners remain in place during concreting.Furnish with manufacturer's recommended liquid-release agenlthat will nol bond with,slain,or adversely affCd concrete surfaces and will nol impair subsequent surface treatments of concrete. 1.The form liner shall creale the appearance of a cleft edge on the Cast in place concrete ilS indicilted in the Details section of the Projec..1.Manual. D.RustiCiltion Strirs:Mctill,rigid plastic,or dressed wood with sides beveled ilnd n<lck kelfedj non-staining. E.form ries:Factory-fabricated,glass-fiber-reinforced plastic tics designed 1o resist lateral pressure of frt.~h concrete on forms and to prevent spilling of concrete on removal. 1.5 CONCRETE MATERIALS A.Purtland Cement:ASTM C,50,Type I.white color,o(same type,brand,anLlsource for entire Project. B.Norm<ll-Wdght Coarse Aggregate:ASTM C 33,frOIll the same source for entire Project,and as (allOWS: 1.Weatheling Region and Class:Modemte,5M 2.Nominal Milxilllllm Aggregate Size:3/8 inch. 3.Grildation.Uniformly graded. C.Normal-Weight Fine Aggreg.lle:ASTM C 33,manufactured or natural Silnd,from the Same source for entire Profect. D.Water:Potable,complying with A5TM C 94 except free of wash wi.iter from mixer washout operations. E.Chemical Admixtures:Do not usc admixturcs contilining calcium chloride. 1.Air-Emr.1ining Admixture:ASTM C 260_ p ,j ~I I,':' f ",,.". •FRITZLEN ~CE ARCHITECTS VAlL,COLORADO 2.Water-Reducing Admixture:AS rM C 494,Type A. F.Coloring Admixture:ASTM C 979,synthetic mineral-oxide pigmcnl5 or colored WOIter- reducing admixtures,free of carbon blnck. I.Alhnixlure to be used (or Wall anu Chimney Caps,Selection by Archit('et from Manufaclurer's full range. C.CUring Materials: 1.Absorptive Cover:M$H 10M 182,Class 2,burlap clolh Illade frolll jute or kenaf, washed to prevent c.:oncrele slaining,weighing <Ipproxirnately g-oz./sq.yd when dry. 1.6 CONCRETE MIXES A Prep;:lre design mixes for each type and slrength of c.,st-in-placc architectural concrete determined by either laboratory trial mix or field test databases.Propoltion conClete according to t\C1 21 1.1 and as follows: 1.Compressive Strength (28 Days):3000 psi. 2.Maximum Slump:4 inches. 3.Air Content:2 to 4 percent. 4.Coloring Admixture:Add coloring admixture to architectural concrete mix according to manufaaurer's written instmetions. 1.7 CONCRETE MIXING A.Ready-Mixed Concrete:Measure,b.1lch,mix,and deliver cast-ill-plan:an..hitectur.:tl concrete according to ASTM C 94,and furnish balch ticket inform:llion. 1.When air temperature is between 85 and 90 deg F,rcduc('mixing ilnd delivery time from 90 to 75 minutes;when ilir temperature is above 90 deg F,reduce mixing and delivery time to 60 minutes. EXECUTION 1.8 FORMWORK A.Comply with Division 3 Section "Cast·IO·f'tace Concrete"for formwork,embedded items. and shoring ,UlU re-shoring. FRtTZLEN PIERC£ ,I,..!>,)\I \'." \'.1:1,(',J~I l'l~h~J! f "7(./-.'1'0>{: Im;",'-I r :,,1 ~ '."'"""" J ,\:-"'n "'" •FRITZLEN P~CE ARCHITECTS' VAil.COlORADO B.In addition to ACl303.1 limits on form-facing panel r1eflooion,limit concrete surface IrTcgulClritics.designated by ACI 347R as i1brupt or gradual,as follows: 1.Class A,1/B-inch.1\11 locations c. D. E, 1.9 A. B, 1.10 A, Clean forms and adjacent surfaces to receive concrete. Seal form joints and penetrations at form ties with form joint tape or form joint sealant to prevent mortar leaks. Place form liners accurately to provide finished surface texture indicated.Provide solid backing and attach securely to prevent deflection and maintain stability of liners during concreting.Prevent form liners from sagging and stretching in hot weather.Seal joints of form liners and form liner accessories to prevent mortar leaks.Cool form liner wilh form- 'elease agenl REI FQRCEMENT AD INSERTS Comply wilh Division 3 Section ·Cast-in-Place Concrete·for fabrir..,ting and installing steel reinforcement. Set wire ties with ends dire1..1etl into concrete,not toward exposed concrete surfaces. REMOVING AND REUSING FORMS Formwork,for Sides of beams.walls,columns,and similal parts of the Work,that does not support weight of concrete may be removed after cumulatively curing at not less lhan 50 ueg F for 24 hours after placing concrete. '1.Cut off and grimj glass-fiber-reinforced plastic form lies flush with surf.lee of concrete. FRITZLEN PI(IlC( B.When forms ilre reused.clean surf,ICes,remove fins and lait.lnce,and tighten to close joints. Align and Se1:ure joints to avoid offsets.Do nol use patchl..'iJ forllls for ,m:hileclurnl concrete surfacl.'S. 1.'11 JOINTS A.Construction Joints:Insfall construction joints true lo line with faces perpendicular to surface plane of cast-in-place architectural concrete so 5trcngth ano appearance of concrete are not impaired.at locations indicated or as approved by Architect. 1.Place joints perpendicular to main reinforcement Continue reinforcement across construction jOlllts,unless othcM'1sc inrfi<"..1tNi. '[J-I\,,'"I •,-.l<lilt.-. I'".._-..•..,,.,i 1oI-r • 1.12 CONCRETE PLACEMENT FRITZLEN pfRCE ARCHITECTS VAIL,COlORAOO A.Do not add wale,to concrete during delivery,at Project site.or during placement,unless approved by Architect. 13.Cokl,WC<lthN Pl;accmem:Comply with ACl 306.1.Protect concrete work from physical damage or reduced strength that could be caused by frost,freeling actions,or low temperatures. C.HOL·Weather Placement;Place c:oncrcte according to recommendations in ACI 30sR. .13 FINISIIES,GENERAL A.ReL,!C'c!Unformed Surfaces:At tops of walts,horizontal offselS,amJ similar unformed surfaces adjacent to formed surfaces,strike off smooth and finish with a texture matching adjacent formed surfaces. 1.Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces,unless otherwlSC Indicated. B.Form liner Finish:Cast panel agamst (orm liners placed,secured,and sealed over (ormwork p.,ncls 10 produce a textured surface (ree o(pockets,streaks.and honeycombs.Produce a surface appearance o(uni(ollTl color and texture, 1,The (orm liner shall create the ilppearance o(a cleft edge on the cast in plilce concrete as indicated in the Details section o(the Project Manual. C.Examples: ntlTZLEN 'ft (•I,.,.."1('"I 1'(UtCE ,,i'"I ,~," I,""''.........'.".',"•... ••FRITZLEN PIERCE ARCHITECTS' VAil,COlORADO ~ rRITZl(N p,E II.C E ~..-......,.., I'" • 1.14 CONCRETE CURING FRITZLEN P~CE ARCHITECTS VAIl.eo\'ORADO A.Begin curing immediately after removirlg forms from concrete.Cure by one or a combiniltion of moisture,moisture-retaining cover,or curing compound methods Ihtlt will not monic,discolor,or stain concrete. 1.15 REPAIRS,PROnCfION,AND CLEANING A.Rep;)ir and cure damaged finbhed surfaces of casi-in-place tlfchitectural concrete when approvcrl by Architect..Match repairs to color,texture,;md uniformity of surrounding surfaces and to repairs on approved mockups. 1.Remove and replace cast-in-place architectural concrete that cannol be repaired and cured to Architect's <lpprov<tl. B.Protect corners,edges,..od surfaces of cast-in-place architectural concrete from damage; use guards and barricades. END OF SECTION 0333-1 FRITZlEN 11,:1,1 "I \',1 1V"II,:·\·,,~·<·.,-,,::,i:!l.."· PIERCE V"il~",_,.dJ,'h-- .-1';-,f 1.\' f ,,,I "',-~",, -_.~,..~••·.\,.,.~\-,\;,\I",·;hl·_(~,., yO"F"I~k·l'\."I.....An ~.l ...,e \.,.,'1 •I Pi,~.\"h':'~I 1 ....."'"...I:,.h,•.\h"I '"P .u,·t,..,'.,'.....1 ".~le.1 .J.h II e~\rl~li"I ",",.-I"fl.<:"I~"~, FRITZLEN ~CE ARCHITECTS VAIl,COl OAADO SECTION 05400·COLD-FORMED METAL FRAI\1ING GENERAL 1.1 A. 1.2 A. 1.3 A. SUMMARY This Section includes the following: 1.Exterior non-load-bearing framing. PERFORMANCE REQUIREMENTS Structural Performance:Provide cold-formed metal framing capable of withstanding design loads wilhout t1enections greater ttl,11l Ihe following: 1.EXTerior Non-Load-Bearing..Curtain-Wall Framing:Hori,wntaJ denection of 1/240 of (he wall hcighL SUBMITTALS Shop Drawings:Indude layout.sp.lcings,siLes,thicknesses,and types of cold·formed metal framing;fabJication;and fastening and ;)Ochorage details,including mechanical fasteners for a typical application. 1.Include structural analysis dill;)signed and scaled by the qualified professional engineer responsible for their prcpar<ltion. 1.4 QUALllY ASSURANCE A.Comply with AI$I's ·Specification for the Design of Cold-Formed Steel SlJuctural Membr'rs" for calculating structural characteristics of cold-formed metal framing. 1.Engineering Responsibility:Engage a quallfird professional engineer to prepare design calculations,Shop Drawings,and other strllctlJr.:Il dati. B.Comply with HUD's "Prescriptive Method for Residential Cold-Formed Steel Framing_· PRODUCTS '1.5 MANUI'ACTURERS FRrTZlEN "I [R C[ '.:11\-1\ "._Il. \;)/\(")t,-",'r , •FRITZLEN P~CE ARCHITECTS VAll,COlORADO A.Available Manufacturers:Subject to compliance with requirements,manufacturers offering products (l!<It may be incorporated into the Work inchll1c,but are not limited to,the follOWing: B.Manufacturers:Subject to compliance with requirements,provide products by one of the following: 1.Allied American Studco,Inc. 2.Angeles Metal Systems. 3.California Expanded Metll Products Co. 4 California Met:al Systems,Inc. 5.Clark StC('J Framing InduSHies. 6.Consolidated Fabricators Corp. 7.Consolidated Systems,Inc. 8.Dale Industries,Inc. 9.Design Shapes in St~1. 10.Dj('tnch Industries,Inc. 11.Knorr Sleet Framing Systems. 12.Ma,inoWare;Div.o{Ware Industries,Ille. 13.Scafco Corp. 14.Sled Conslrudion Systems. 15.Sled Developers,llC. 1 b.Steeler,Inc. 17.5IUdco of Hawaii,Inc. 18.SUlJCr Stud Building Products,Ille. 19.Un;ma51,Inc. 20.United Metal PrOdul.1s,Inc. 71 \OVeste,n M~t<ll Lath. 1.6 MAl ERIALS A.Steel Sheet:ASTM A G53/A 653M,structur.ll steel,G60 zinc coating,Grade 33 for minimum lJnu,.1ted steel thickness of 0.0428 inch and less;Grade 50 for minimum une-o'lled steel thickness of 0.0538 inch and greater. o Wall framing:M;mufacturer's standard steel studs,of wch depths II1dicated,with stiffened flanges.complying with A$TM C 955,and as follows: -, 1. 2. 3. Minimum Uncoated-Sleel Thickness:0.0329 inch Flange Width:I-J/8 inches. Track:Manufadllrcr's standard U·stJaped steelll7lck,unpunctJed,with straight flanges,complying with ASTM C 955,manufacturer's standard fI:lnge width,and minimum Ullcodted-steel thickness matching steel studo;. ,. •FRITZLEN rfRCE ARCHITECTS VAll,COlORADO 1.7 ACCESSORIES AND MISCElLAN[OU5 MAl HUAlS A Fabricate steel-framing accessories of the same Ill.llerial and finrsh used for framing members.with a minimum yiekl strength of 33.000 psi,of manufacturers standard thickness and configuration,unless otherwise indicated. B.Steel Shapes and Clips:ASTM A 36/A 36M,Line coated by hot-dip ",rocess according to ASTM A 123. C.Anchor Bolts:ASTM F 1554,Grade 36.threaded carbon-steet hex-headed holts and carbon-steel nllts;and flat,hardened-steel washers;7inc mated by hot-dip process according to ASTM A "I 53/A 153M,Class C. D.ExlJdllsion Anchors:Fabricated from corrosion-resistant materials,with capability [0 sustain, without failure,a load equal 10 5 limes design load,as determined by testing per ASTM E 488 conducted by a qualified independent tcsting agency. E.Power-Actuated Anchors:Fastener system of type suitable for application indicated. fabricated from corrosion-resistant mOlterials,with capability to sustain,without failure.a kxld equal to 10 times design load,as determined by testing per ASTM E 1190 conducted by a quarifit.>tI independent testing agency. F.McchaniGiI FdSteners:Corrosion-resistant-coatcd,self-drilling..self-threading steel drill screws. G.Galvanizing Rep.lir Paint:SSPC-P"'lint 20 or DOD-P-21 035. H.Cement Grout:Portland cement,A'iTM e 150.lype I;and deiln.natural sand, ASTM C 404.Mix at r.ltio of 1 part cement to 2-1/2 parts s,1nd.by volume,with minimum water required for placement and hydration. EXEcunON 1.8 INSTALLATION A.Preparation:Crout bearing surfaces uniform and level to ensure full contact of bearing Oanges or track webs on supporting concrete or masonry constructIon.conlact of bearing Oangcs or track webs on supporting concrete or m,lsonry construction. B.Ins1"<l1l cold·formed metal framing and accessories plumb,square,and tlUe to line,and with connections securely fastened,according to ASTM C 1007,manufaCTUrer's written recommendations,and requirements in this Section. 1.ellt framing members by sawing or shearing;do not torch cut. FRITZLEN 1&3('LH \'.j VlI -"'.'(', PICRCE V~l!G.I.,j,,:/-'-.1,'-1;: f 'J:(:-1:1 ,-, [!\!,"~:\',l,l hi,...~""".'.\\..'vili ,""" •FRITZLEN pICE ARCHITECTS VAll,COLORADO 2.Fasten cold-formed metal framing members by welding or screw fastening,as sl;rnd;lrC"!with fabricator.Wire tying of framing members is not permitted. 3.Install framing members in one-piece lengths. 4.Instdlllernporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. 5.Fasten Ilole reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings. C.Erection Tolerances:Install cold-formed melal framing level,plumb,and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows: 1.Space individual framing members no more than plus or minus 1/8 inch from pran location.Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. O.Non-load-Bearing Installation:Install continuous tracks sized to match silids.Align tr.lcks accurately andsecurely anchor to supporting structure.Space stud~as indicated;set plumb, align,and fasten both Oanges of studs to track,unless othel\vi~c indicated. 1.Isolate non-load-bearing steel framing from building strucllJre to prevenltransfcr of verUcalloads while prOViding lateral support. 2.Install horizontal bridging iri'wall studs,sp<lced in rows iJujic.ltcd on Shop Drawings bUI not more than 54 inches apart.Fasten <ll each stud intersection, 3.Inslall miscellaneous fmminl';and connections,induding stud kickers,web stiffeners, clip angles,continuous angles,anchors,fasteners,and stud girts,to provide a complete ,Iml stable curtain-wall,framing system. E,G.lfvani.,dng Repairs:Prep_ITe and repair d,lInaged galvanized coatings on fabricaled and inSlalled cold-formed met.ll framing with galvani7C'd repair paint according to ASTM A 780 and manufacturer's written instructions. END OF S[CTION 05400 If..,(1 FJ,I \,,,V,IJ.;,)·',"','.'ah;:!.:-("I \"I I,,'.lJ.,,11,'.; ~."-".';~'JJ,"-l~ ~...:\~·1-'(,,'"J' "",',W_1t t,it·,"'.,.'n ,'•.."'",'\'.-."'''';:'·.·l.I'~.,'·Jlll '\...."rr;llk·'l.,\I·\'An !>'lL'\.1 e \\;T I"'\f,Pil'.,t>.A"rh'llt ,'.......,11.L.,,8.~"'r,....M...' '-.:l-f>'Jf'k I ,r:1 ~"'Ifl"fl.,\-..:hiIll1 ),o.:!1>'\Of:IU'e::1 ~~t ,...1 ...·\'\.lII'f SECTION 06100·ROUCH CARPENTRY G[N[RAL 1.1 SUMMARY A.This Set..1.ion mcludes the following: 1.Wood framing. 2.wood supports. 3.Wood blocking. 4.Wood cants. S.Wood nailers. 6.Wood Sheilthing. 7.Building wrap. PRODUCTS 1.2 MANUFACTURERS FRITZLEN "RCE ARCHITECTS VAll,COlORADO A.In other artklcs where subparagraph titles below mtroduce lists,the forrowing requirements apply for produd selection: 1.Available Manufadurers:Subjcd 10 compliance wilh requirements.manufacturers offering products thal may be incorporated inlo the Work include:,but are nOllimited 10,the manufacturers specified. 2.Manufacturers:Subject 10 compliance with requirement<;,provide products hy lhe Illanufacturers specified. 1.3 WOOD PRODUCTS,GENERAL A.lumber:DOC PS 20 and applicable rules of lumber grading agencies certified by Ihe An"lerican lumber Standards Committee Board of Review. 1.Fa1..1ory mark each piece of lumber wilh grade stamp of grading agency. 2.For exposed lumber indicaled to receive sf;line<1 ur nalural finish,m:trk grade stamp on end or back of each piece. 3.Provide dressed lumller,S4S,unless otherwise indicated. 4.Provide dry lumber with '19l-*rcent maximum moisture content at time of uressing for 2-inch nominal thickness or less,unless otherwise inOicateu . .tI ...\\'..1 !"'1'.,I f'SO·'-I. I.';;1 ~r I' 0' ••FRITZLEN PIERCE ARCHITECTS VAll,COLORADO fRITZL(N PIERCE 5.Plywood:!XX PS 1. 6.Comply with "Code Plus"provisions in APA Form No.OOK,"APA DcsignJCon~truclion Guide:Residential &COlllmercial." 1.4 WOOD-PRESERVATIVE·TREATED MATERIALS A.Preservative TrC';atment by Pressure Process:AWPA C2 {lumber}and AWPA C9 (plywood), except that lumber that is not in contact with the ground and is continuously protected from liqUId watel may be lJeated according to AWPA e31 with inorganic boron (SBX). B.Kiln-dry material after treatment to maximum moisture content of 19 percent for lumber. C.Mark each treatC'd item with treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Keview. D.Application:rreat items indicated on Drawmgs,and the following: 1.Wood (;<11115,nailers,curbs,equipment suprort bases,blocking.stripping.and similar members in connC'ction with roofing.flashing.vapor barriers,and waterproofing. 2.Wood sills,sleepers,blocking.furring.stripping.tlnd similar concealed members.in conl,1ct with masonry or concrete.. J.Wood framing members less than 18 inches above grade. 4.wood floor plates that are insrnlled over concrete slabs directly ill contact with earth. 1.5 DIMENSION LUMBER A.General:Of gr.ldes indir..1.tcd according to the Americ.1n !.lImber Standards Committee N.1tional Grading Rule provisions of the gralling agf'ncy indicated. 1.Western woods;wells or WWPA. S.Fr.lFning Other rhan NOll-Load-Bearing P;lrtitions;Comtrucfion or No.2 grnde ;lnd any of fhe following species: 1.Duuglas fir-Iarrh,Douglas fir-larch (north),or Douglas fir-south;NLGA,vVClIB,or WWPA. 2.Hem-fir or Hem-fir (north);NLGA,WClIR,or VWVPA. J.Southern pine;SPlB. 4.Spruce-pine-fir (south)OF'Spruce-pine-fir;N£LMA,NLGA,WellB,or WVvPA. 1.6 TIMBER AND MISCHlANEQUS LUMB[R A.For timbers of 5-inch nominal size and thicker,provide material compfying with the follOWing requirement!>: II .•l ....~~\ • •FRITZLEN ~RCE ARCHITECTS VAIl.COlORADO 1.Species and Grade:oougl.lS fir·larch.Douglas fir-larch (north),or Douglas fir-south; Select Structural gr.uJe;LGA,WClIB,or WWPA. B.Provide rniscellaneolls lumhcr for support or ilunchrnent of other consrrucllon,including the following: 1.Rooftop Cfjuipment bases and support curbs. 2.Blocking. 3.C.,nls. 4.Nailers. 5.Furring. 6.Grounds. 1.7 c. D. For items of dimension lumber siLe,provide Construction,Stud,or No.2 grade lumber with 19 percent ffiolXimulIl moisture contenl of any sprdcs. For conccalC'd boards,provide lumhcr with 19 percent maximum moisture content and any of the following spC'cies and grildes: 1.Western woods,Construction or NO.2 Common grade;weliB or WWPA. SHEATHING A. B. Plywood Wall Sheathing:Exterior,StruOU10111 sheathing. Extruded-Polystyrene-Foam Wall Sheathing:ASTM C 578,Type IV,in manufacturer'S standard lengths and widths \\'1th longue-and-groovc or shiplap long edges as standard with manufacturer. 'J.Manufacturers: a.Oiversiroam Products. b.Dow Chemical ComlJany (The). c.Owells Corning. d.Tenneco Building Products. FRITZlEN PI ERCE C.Plywood Roof Shcathlllg:Exterior,Strudurall sheathing. 1.8 MISCElLANEOUS MATERIALS A.Fasteners: 1.Where rough c<lfpentry is exposed to weather,in ground contact,or in area of high relative humidity.provide f<lSleners with hot-dip zinc coating complying wilh ASTM A 153/A 153M. ~._1.1-1':'..1 r'l ,. Jd "',- .,..,.f .! I~'or.,.I ••w •••••""" ••FRITZLEN PIERCE ARCHITECTS VAll.C.OLOAAOO 2.Pm.;er-Driven Fasteners:CABO Nt:R·272. 1.Bolts:Steel bolts complying willi ASTM A 307,Grade A;wilh ASTM A 563 hex nuts and,where indicated,nat \V<lshers. B.Met.,1 frnming Anchors:Made from hot·dip,zinc-co.'ted stcrl sheet complying with AC)TM 1\653/A 653M,CW coating designation. 1.Available Manufacturers: a.Alpine Engineered Products,Inc. b.Cleveland Steel Specialty Co. c.Harlen Metal Products,Inc. d.KC Metals Products,Inc. e.Silver Metal Products,Inc. f.Simpson Strong-Tic Company,Inc. g.Southeastern Metals Manufdduring Co.,Inc. h.United Steel Products Comp.,ny,Inc. 2.Allowable Design Loads:Meet or exccetlthose indiC:iltcd per m"llufa<.1urer's published values determined from empirical dilla or by rational engineering analysis anti dernonstrnted by comprehensive testing performed by a qualified independent testing agency. C.Shealhing Tape:Pressure·sensitive plastic tape (or sealing joints and penetrations in sheathing and recommended by sheathing manufaclurer (or use wllh type o(sheathing required. D.Sill-Sealer Gaskets:Glass·fiber-resilient insulation,(abricated in strip form,for lise as a sill scaler;'-inch nominal thickness,cOlllpressible to 1/32 inch;sck.><;ted from manufacturer's stand'lftl widlhs to suit width of sill membNs Indicated. E.Adhesives (or Field Gluing Pands to Framing:Formulation complying with APA AFG·01 that is ilpproved for use with type of construction p,mel indicated by both <.ldhesivc and panel manufacturers. EXECUTION 1.9 INSTALLATION A.$(>t mugh carpenlry to required levels and lines,with members plurnl1,true to line,cut,and fitted.Fit rough carpentry to other construction;scnbe and (ope as needed for accurate fit. LOC"dte furring nailers,blocking,grounds,and sirnil..,supports to comply with rel"Juircments for attaching other construction. FRJTZlEN P![RC[ •••w ••••••..... \,\..... ..J.'1 -- ,.."1:" ·Cf I <, ,•I," c·_ •FRITZLEN "RCE ARCHITECTS v....l1 •f:ot OII:AQO B.Appty field trealment complying with AWPA M4 to cut surfaces of prcselValive-trealed lumber and ply...vood. C.Securely attilch rough carpentry work to substrate by anchoring and fastening <15 indiGlted. complying with the following: 1.CABO NER-272 for power-driven fasteners. 2.Published requirements of meld I framing anchor manufacturer. J.Table 23-II-B-l,"Nailing Schedule:and Table 23-II-B-2,"Wood :>tru(1ural Prlnel Roof Sheathing Nililing Schedule:in the Uniform Building Code. D.Use finishing nails for exposed work,unless othclWise indicated.Countersink nail heads and fill holC"with wood filler. E.Framing Slandard:Comply with AFPA's "Manual for Wood frame Construction,·unk'Ss otherwise indicated. F.Framing wilh Engineered Wood Products:tnstdll engineered wooei products to comply with manufacturer's w,inen instructions. G.Comply WIth applicable recommendations contained in APA Form No.[lOK,"APA Design/Construction Guide:Residential &Commerdal,"for .types of stnJctllral use panels and applications indiGited.. H.fastening Methods: 1.Sheathing:Nail 10 wood framing,screw to steel framing. 2.Underlayment:Nail to subflooring. 3.PtY""ood Backing Panels:Nailor screw to supports. t.Apply sheathing tape to joints between sheathing panels and at items penetrating sheathing. Apply at upstanding flashing to ovcrtnr hoth flashing and sheathing. END OF S(CTION 06100 rRITZlEN I"jll f ,-I \"\1'\("'w'l!-il'~'C". PIEItCl V.d ",'"I,It'·~ •'~~b(,q' '.-i _:.",\ ,'I',',I.I I '",~, ..WI,".'1\'\ (\'flO f"t:fl,•.,\1.\,\I.'Ii ,,e \\!li~",t-Pltl .A/llu'.lt I '.'ma~R 1;,.,.,"•.\-1'1,1,"I SIc p:l.1l'"L','.,",1'111"II.""d,Ih1 \),,,'0 F,...,'·d';'1 I M~"".,,·.1.'\\\>" FRITZLEN MRCE ARCHITECTS VAil,COlORADO HCTION 0;811 "".RCHIUcrURAl JOINT S¥SU,t.4S 1.1 ,n. SUMMAR)( This SeelioR incll:lI:lcs e:derior jein~ems fer IRc fellowiAg applicatioAS! 1.Walls. 1.2 SU~MI nAlS A.ShOll Drawings:Ineh:Jde Placement Drawings showi'lg eAlire length of cad"joiAI systen'l and t'!~I<lils. "RODUCTS 1.3 n: 8. MATERIALS AIUAliAIHJl:.\STM 8 221 (,'\5T"-4 8 221MI,alley 6e63 TS feref!:ftlSief>O:s. 1.AJlt)Jy-nlaflttfatll:lft:r's slrtAthlft'!protecti\le coaliAg OA aluAltOtim-sutfaces 10 he ~ftlElwitt!t:ementitiOtlS materials. Accessories:I\AaAufaclllr~tandilr6 iu,du:)l'5,diJ:'St fastenefS,sel SErews,SpaCCFS,ihible mtli5ttlf~ed,rier and filler lUalcriak,-draifHuhes,ll:Jbricall15,C1t1hesi,,~s,alld other a€ccssorics comJi'ltiele 'Aith Illatclial iA €entad,as indiEated or F€quiretll6r t:eJJlI:lIctc iffifalh1lioffi:. '1-14.,--...,p\R.RGI-II+FCT-ldIlAH0INT S¥STEMS ,n.Gencrill:Ofdesigfl,basic l)fofiW;-tHillcriClls,;1Ilt!f:JfJeralion indicated alld \\itR tRe Cilttability tl:f dcconunodate jeint wiotAs il'loicated and yariations in aEljacent stlrfaees. 1.Furnish l:JAils in lengest wactical:lle leAgll'ls te mininlile numBer of cAcl jOiA15. 2.IAclt:lde closHre-malerials anti tfilJlsition fJieces,tee joints,corners,€t:lrbs,cross eeflllectioAS,aAe other accessories as required for conlint:lOus joint S)'Slcms. B.Metal Frafflc: 1.locatloA:[xtefief 2.Use:Wall jeiAIs. 3.Basis of DesigA PreEltlct.fry Reglet,el:taAAel screeft,DCS 62S 7S. 4.MC\:)(imuAl JOIAI Width:W· I'RITZLEN f;:P l,IV,:,\.,1\\'-:1\t ••, PltRCE \'",1 {,,,j [1'1' ~1"~&/,3~' ""I'A ~f,4'l:lt ",')."."1.,,,l,rll;:".,ro. \I'.,',I "·,ll',"!~'" 1.5 FIMSHES •FRITZLEN P,ICE ARCHITECTS VAil,COLORADO A,\~.-'{Gieenera~ply with r>JAAMM's "Mel:al Finishes M,1IHIaI fer Mchitecll:lfitl ane!,\Ietal f2reatlcts·fer recemmcl1l:lal:ielis fer ap",I,·jng ant:!t:Iesignatiltg Hnishes. 8.Ah:lltlinttlll: 1.C1eaf-AAooic rinish:A,:\MA &07.1. [XECUTIOpol 1.6 , 1~~STAlLATION Ctlt,E1rill,anti Ht architeettll'ill jain'systems-rtS-K'f}Ulred-fo,....romplete installal:ieR.ltl5b:1U wilh hairline W1iteFeEJ COfflCrs wt'lere units dl<IAge EIII'('clfens ana hairline jeint5 wher-e unit lengths ahtl'af t,nils a13l11 ether l'fIatcnals.Senne Ie in I'llace C9nslnll:tien. HID Of SECTION 95811 FRITZLEN :."..,,~Y t.,..r PIF.kCE d,l .oJ-, .-.I I.., ·\Tln "i:~k···\1 ......0\1;J.,'I.~e \\;f;l'"I '\i'f('{'."'~llIIH I 1...·/lI,;)R.Dt c....;~.v,hir·'1 <'rt-j)....I ••;/.I..Iu""...;[I }.l\<l a~L;.."'r Ill"I ......·~r ~+._:it'~~U~"l '-I l'l , SECfION 06200 -FINISH CARPENTRY GENERAL FRITZLEN tRCE ARCHITECTS VAIL,COlORADO 1.1 A. B. SUMMARY This Section includes the following: 1.Stilnding and running trim. 2.Siding. J.Deck Boards See Division 6 Section "Exterior Architeclural Woodwork-for exterior woodwork not specified in this Section. PRODUCTS 1.2 1.3 A. B. A. MATERIALS,GENERAl lumber Standards:Comply with DOC PS 20,"Americ.ln Softwood Lumber Standard:for lumber and wilh applicable grading rules of inspe<tion agenci~certified by Ihe American Lumber StlOdards Committee Board of Review. Preservative Treillment:Comply with NW\NDA 1.5.4 for exterior finish carpentry 10 receive water-rC'~llent preservalive treatment. STANDING AND RUNNING TRIM (KE:01230 ALLOWANCES): Exleriur Standing and Running Trim:Choose 10 match existing 1.Species and Grade:Saw-lf'xtured,Clear Heart,wcstern red ceuar;NlGA,WClIB, orWWPA. 2.Species and Grade or Cut:Rift-sawn,clear,kiln-dried red oak selected for c.:ompalible grain and color. 1.4 SIDING (RE:01230 ALLOWANCES): A.lumber SIding:Kiln-dried lumber siding complying with DOC PS 20,in size and p.:l"Crn indicated. ,.Species and Grade:Clear Ileart,weSlern red cedar;NLGA,WCUB,ur WWPA. FRlTZlfN Ibi'IIH"\,. ,"IERCE "1 -,',td. f"<1_1~_ I +'1 -I.f,4" l 'II. •,r......' •FRITZLE •PIERCE ARCHITECTS' VAIL.COlOlW>O 2.Avt)i~lble Manufacturers:Subject to compliance wito requirements.manufacturers offering products that may be incorporated into the Work include,but are not limited to,the following: 3.Manufadur('!'S:Subject to compliance with requirements,provide prouuct~by on€, of the (allowing: a.Abitibi-Price Corp.;Building Products Division. b.Champion InternationalCorp. e.Forest Tex. d.Georgia-Pacific Corp. e.K Ply Inc. 1.5 MISCELLANEOUS MATERIALS A.fasteners for Ext('rior Finish Carpentry:Proviue nails of stainless steel,hot-dip galvanizetl steel.or non-corroding aiuminuill. EXECUTION 1.6 1.7 A. B. A. B. c. PREPARATION Condition finish Glrpenlry to average prevailing humidity conditions in lOstaJlation areas before installation,for a minimum of 24 hours. Prime and b.!<.k prime lumber for painted finish exposrd on the eXlerior.Comply with requirements for c;urface preparation and application in Division 9 Sec.:tion ·P....inting.· INSTALLATION Stlnding ilnd Running Trim:Install with minimum number of joints prndkill.using full- length pieces from maximum lengths of lumber available.Slilggcr joints in adjacent <Inri related trim.Cope at returns and miter at corners. Siding:Install siding anrl flashing according to manufacturer's written recommend;l1ions. Do not allow nails to penetrate more than onc thickness of siding.unless otherwise re<:ommended by siding rnanufac1mcr.Seal joints at inside and outside corners and at trim locations. Repair damaged or defective finish c-.:lrpentry where possible to eliminate functional Of visual defects.Whefe not possible to repair,replace finish carpentry.Adjust joinery for uniform appear.:lnce. FIUTZlEN bd END OF SECTION 06200 'h,I'fJI\.IIV,"y lj ··,F...i<rj·.· I""~,;..1 ~ ...1-"ot ,to '11 ...L:.nl,'.~"'- ,~I'1(l r"llk"..\J\,\r..~Il e \\,.Ii<l"lfo.pj(.,t"_\"h,l.~· lh..",·;;~I~,I!>•.\!1,,1"1 "'''P'.lpl:·l'".-,""v tI.,.,I.h ;)ol,;e EJ.Jfll.\rt'lj't'r .......\"•..J II -l \\I ~ FRITZLEN "RCE ARCHITECTS VAlL,COLORAOO SECTION 06401 -EXTERIOR ARCHITECTURAL WOODWORK GENERAL 11 A. 1.2 A. SUMMARY -,his Section indudes the following: 1.Exterior Wood Decking. 2.The work contained in lhis section is an Alternate,Rc:01230 Alternates (or further in(orrnatio". QUAlIlY ASSURANCE Qu.llity Standard:Unless otherwise mdlc.lted,comply with AWl's "Architectural WouuwOIk Quality St ..ndarus." PRODUCTS 1.1 MATERIALS A. B. Screws: Decking: Aluminum,bronze,hol-dip galvanized,or stainless ,;teel. 2 oX 6,Surfaced 4 Sides tS45)Redwood 1.4 A. FABRICATION Woodwork for Tr<trlsparent Finish: 1.Gr..de:Clear AU Heart 2.Wood Species:Redwoou EXECUTION 1.5 A. B. c. IN$TALLATIO Condition ....,oodwork to average prevailing humidity conditions in installation areas before installation. Install woodwork true and straight with no distortions.Shim as required with concealed shims.Install level and plumb lO a tolerance of 1/8 inch in 96 inches. Refer to DivISion 9 Sections for final finishing of installed architeclurdl woodwork. FRITZlEN (lIERCE !t.:l,IJSlV.l 'oJ""',,,f"l·,~.:'· II.r ~,I",·, :,4 .;,.~:J~ ,.-,·1-,I 1 •FRITZLEN PltCE ARCHITECTS VAIL,COLORADO D.Install 2 fasteners per support per bo..,rd. RE;01230 ALTERNATES for further information RE:Schedule of Exterior Deck Construction END OF SECTION 06401 FRITZ LEN I f)~(1 lJ'1 V,l.''.>1"1 ;"l,.V".I ;lllrj,!",.,:"r. l'1t.IlCE V.d ("."."J'Jl\ll'~~ I-''j:"l~~f,r:~_ F ')7'1,~-.,,~,!\., ExleriM InJu.I/lIiQn mId FiniJh SYJ'.•Pt>lnft>Poleh CJrlb DIVISION 7 SECTION 07243 EXTERIOR INSULATION AND FINISH SYSTEM PART ONE GENERAL 1.1 SECTION INCLUDES: A.Installation of a fully adhered,Exterior Insulation and Finish System (EIFS)with a secondary moisture protection barrier.EIFS shall be replaced at chimneys and walls affected by roofing work. 1.2 REFERENCES: A.American Society for Testing and Malerials (ASTM): 1.ASTM B 117 -Standard Method of Salt Spray (Fog)Testing. 2.ASTM C 150 -Specification for Portland Cement. 3.ASTM C 578 -Preformed Cellular Polyslyrene Thermal Insulation. 4.ASTM D 968 -Abrasion Resistance of Organic Coatings by Falling Abrasive. 5.ASTM D 1682 -Test for Break Load and Elongation of Textile Fabrics. 6.ASTM D 2247 -Standard Method for Tesling Water Resistance of Coatings in 100%Relative Humidity. 7.ASTM E 96 -Water Vapor Transmission. 8.ASTM E 331 -Tesl Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Uniform Slatic Air Pressure Difference. 9.ASTM E 695 -Method for Measuring Relative Resistance of Wall,Floor and Roof Construction to Impact Loading. 10.ASTM G 23 -Operating Light and Waler Exposure Apparatus (Carbon-Arc Type) for Exposure of Non-metallic Materials. 11.ASTM G 53 -Operating Light and Waler Exposure Apparatus (Fluorescent uv- Condensation Type)for Exposure of Non-metallic Materials. 8.EIFS Industry Manufacturers Association (EIMA): 1.EIMA 101.86 -Standard Test Method for resistance of EIFS to Effects of Rapid Deformation (Impact). C.Federal Specifications (FS): 1.FS TT-C-5558 -Coaling Textured for Interior and Exterior Masonry Surfaces. O.Military Standards: 1.MIL·Y-1140G -Yarn,Cord.Sleeving.Cloth and Tape-Glass. 2.Mil.Std.810 8-Mildew Resistance. E.Underwriters Laboratories,Inc.(UL): 1.UL 723 ~Tests for Surface Burning Characteristics of Building Materials. 1.3 DEFINITIONS: G,llml'l1IeC1pt>rnll!rl Spce0724 j.1 20025710 •Po/tllo Pnlrh Club A.Exterior Insulation and Finish System (EIFS):Exterior assembly comprised of secondary moisture barrier.adhesive.rigid insulation,base coal,reinforcing mesh and finish coal. B.Class PB Systems:A class of EIFS where the base coal varies in thickness depending upon the number of layers or thickness of reinforcing mesh.The reinforcing material is glass fiber mesh,which is embedded inlo the base coal at the time of installation.The base coat shall be applied so as 10 achieve reinforcing mesh embedment with no reinforcing mesh color visible.nominal 1/16".Protective Finish Coats of various thicknesses,in a variety of textures and COIOfS,are applied over the base coat C.Secondary Protection System:A fabric reinforced.water-resistant coaling applied to the substrate behind the EIFS 10 provide a second layer of protection against water intrusion. 1.4 SYSTEM DESCRIPTION: A.Performance Requirements:System shall meet or exceed the following performance standards when tested In accordance with the following methods: Property Test Standard Results Accelerated ASTM G 23 @ 2000 Hrs or No cracking,flaking or adverse WealherinQ ASTM G 53-ft])5000 Hrs effects Wind Driven FS TT-C-555B No visible leaks or dampness Rain throughout to the rear face and less than 90 oram increase. Moisture ASTM D 2247 (14 No adverse effects. Resistance Dav Exoosure) Salt Spray ASTM B 117 51 (300 No adverse effects. Resislance Hours Mildew ~IL Std.Bl~~No mildew growth supported after 28 Resistance Method 508 days. Abrasion ~fTMDr:No cracking.checking or loss of film Resistance Method A inteoritv atter SOD lilers of sand. Surface Burning UL 973 Flame spread <25 and smoke Characteristics IASTM E 84)develooed <450. Freeze-Thaw ASTMC67 No visible damage and negligible Resistance weiaht aain after 50 cYCles. Negative Wind ASTM E 330 Positive and Negative Air Pressure, load/Full Scale withstands loads required by Testino 8Dolicable codes. Impact ASTM E 695 (60 No cracking from a drop height of 6'. Resistance lb.Mass) Water ASTM E 331 No penetration of waler into the plane Penetration of the innermost face of the lest Resistance sDecimen durina lhe test oeriod. Impact EIMA 101.86 Standard Impact 25 to 49 in.·lbS. Resislance Medium Impact -59 to 89 in.-lbs. High Impact -90 10 150 in.-Ibs. Ullra Hielh lmoact -over 150 in.-Ibs. 1.5 SUBMITTALS: A.Product Data:Provide data on Senerflex CDsyslem malenals,product characteristics. performance criteria.limitations and durability. J0fI1J7 Ja ~tf!"'O",n:rUlnliOn IInti Fmi"',S,r.flf!e •1'0/11/0 Pllich Club B.Shop Drawings:Indicate wall joint pattern and joint details,thickness and installation details. C.Samples:Submit two 12"x 12"size samples of Senerflex CDsystem illustrating Finish Coat color and texture. D.Quality Assurance Documents:Refer to Section 1.7 below. E.letter:System manufacturer's letter that the materials meet or exceed specified requirements. F.Syslem manufacturer's installation instructions:Indicate preparation required,installation techniques,jointing requirements and finishing techniques. 1.6 QUALITY ASSURANCE: A.Applicator: 1.The applicator shaH have a minimum of 5 years experience installing EIFS barrier systems. 2.The applicator shall have installed a minimum of 100.000 square feet of EIFS. 3.The applicator shalt have completed at least 4 similar projects within the last 3 years.A project list shall be submitted including the name of the project,project address,Owner contact information and the names of the supervisors and foreman for the project 4.The applicator shall submit a project list of 4 similar projects within the last 5 years.Project Jist shall include the name of the project,project address.Owner contact information and the names of the supervisors and foreman on the project..' 5.The applicator shall submit a list of 4 additional references of their choosing. 6.The applicator shall submit a letter from the material manufacturer indicating they are in good standing. 7.The applicator shall submit resumes for the supervisors and foreman that will be working on the project. B,Regulatory Requirements:System shall be installed to meet the attachment requirements to resist sidewall pressures in accordance with Ihe local code requirements. C.Construct one mockup for the review of the Engineer in an area to be designated by the Engineer, 1.Mockup shall be prepared using the same materials.tools and techniques 10 be used for Ihe actual application.Accepted product may remain as part of the work, 1.7 DELIVERY,STORAGE AND HANDLING: A.Deliver materials in original unopened packages with manufacturer's labels intact. R Protect materials during transportation and installation to avoid phySICal damage. C.StOfe materials in a cool dry place protected from freezing.SIOfe at no less than 40°F (SO-F for Senergy Aurora Stone.Aurora '"TC_100 w and Borealis Finish). D.Store insulation boards fiat and protected from direct sunlight and extreme heat. E.Store reinforcing mesh in a cool.dry place protected from exposure to moisture. (,'iIl"'IS !nco'porflled S'If!('Q7UJ·)100257,10 1.8 PROJECT/SITE CONDITIONS: •}'O/(I/O Pard,Club A.Do nol applyEIFS in ambienllemperalures below 4QoF (50°F for Senergy Aurora Stone. Aurora "TC-100"and Borealis Finish).Provide supplementary heat during installation and drying period when temperatures less Ihan 40G F (SOOF for Senergy Aurora Slone,Aurora ~TC·100~and Borealis Finish)prevail. B.Do not apply EIFS malerial to frozen substrate. C.Maintain ambient temperature at or above 40°F (SOOF for Senergy Aurora Slone,Aurora -TC-100"and Borealis Finish)during,and alleast 24 hours after EIFS installation,or unlit dry. 1.9 SEQUENCING AND SCHEDULING: A.Coordinate and schedule installation of EIFS with related work of other sections. B.Coordinate and schedule installation of trim.flashing,and joint sealers 10 prevent water intiltraUon behind the System. C.Coordinate and schedule installation of wealher resistive barrier.windows.doors.Ale units.etc. 1.10 WARRANTY: A.Applicator's Warranty:Provide two year written warranty for materials and workmanship. B.Manufacturer's Warranty:Provide manufacturer's standard 11 year material and labor moisture drainage warranty for EIFS installations. PART TWO -PRODUCTS 2.1 APPROVED MANUFACTURERS: A.Senergy;10245 Centurion Parkway North,Jacksonville,FL 32256-0565:Phone:800- 221·9255. B.STO Corp.:6175 Riverside Drive.Atlanta,GA 30331;Phone:800-221-2397. C.Manufacturers of Approved Equivalent systems. 2.2 MATERIALS: A.Secondary Moisture Protection: 1.Senergy System:System is comprised of Senersheid.a 100%acrylic-based, fiber-reinforced.liquid applied air/weather resistive barrier that is field mixed with Type I or Type II Portland Cement.Flexguard 4 Reinforcing Mesh is used over joinls and terminations. 2.STO System:System is comprised of STO Gold Fill,a ready-mixed flexible joint compound malerial and STO Gold Coat,a ready-mixed flexible coating.STO Delail Mesh is used over joints and tenninalions B.Insulalton Adhesive' G./I"'I1 IlItOl'pOrmffl JOO1J710 •PtJllIIO Pnld C1ub 1.Senergy Senerflex ALPHA Base:100%acrylic base coat.field-mixed with Portland cement. 2.STO BTS Plus:One·component.polymer-modified,cement based high build adhesive. C.EIFS Base Coat: 1.Senergy Senerflex ALPHA Base:100%acryfic base coat,field-mixed with Portland cement. 2.STO BTS Plus:One-component,polymer-modified,cement based high build adhesive. D.Portland Cement:Conform 10 ASTM C 150,Type I,/I or 1111.Grey or While;fresh and free of Jumps. E.Water:Clean and potable without contaminants. F.Senerflex INSUl·FIL;Trowel applied.white.fluffy,insulation board gap filler. G.Insulation Board:Expanded Polystyrene;ASTM C 578.Type 1,with the following properties. 1.Flame spread less than 25 and smoke developed less than 450 per A$TM E 84: 2.Minimum density of 0.9 Ib/ft 3 ; 3.K Value of 0.24/inch; 4.Minimum thickness of 1"; 5.Air-dried (aged)six weeks.or equivalent,prior to installation; 6.Edges shall be square with 1/32"/foot; 7.Thickness shall be within a tolerance of 1/16"; 8.Board siZe shall be 2'x 4';and 9.Board length and width shall be within a tolerance of 1/16". H.Reinforcing Mesh:MIL.Y-1140G;Balanced,open weave glass fiber reinforcing mesh; twisted multi·end strands treated for compatibility with EIFS components. 1.Senergy Flexguard 4:Standard Weight. 2.STO Mesh. I.Comer Reinforcing Mesh:Pre·creased,heavy-duty,open·weave woven glass fiber fabric with alkaline resistant coaling for compatibility with EIFS components. 1.Senergy Corner Grid. 2.STO Corner Mal. J.Searant Joint Treatment (Senergy System Only): 1.Senergy ASAP:100%acrylic-based coaling,color to be selected by Owner. K.Primer: 1.Senergy TINTED PRIMER:100%acrylic·based primer;color to closely match the selected Senergy Finish Coat color. 2.STO Primer:Acrylic based tinted primer. L.Finish Coat: Sp«0714J·5 lOO1j7 10 Exlerior I/lsuln/lo/l n/ld Fi/lish $ysI4 •PO/a(O Paid Club 1.Senergy Finish Coat:Sahara.color and texture to match eXisting. 2.STO Stolil:1.5 Grit,color and texture to match existing. 2.3 ACCESSORIES: A.Starter Track:Rigid Polyvinyl Chloride (PVC)track,UV resistant for exterior lise,with weep holes to allow moisture to exit,as furnished by Plastic Components.and conforming 10 ASTM 0 1764 and ASTM C 1063. PART THREE -EXECUTION 3.1 EXAMINATION: A.Verify that the substrate is clean and prepared to receive Ihe application of the secondary moisture protection layer installation. B.Report any unsatisfactory conditions immediately to Ihe Prime Contractor and the Consultant.Do not proceed until all unsatisfactory condiUons have been corre<::ted. 3.2 SECONDARY MOISTURE PROTECTION LAYER INSTALLATION: A.Senergy Senershield System: 1.Mixing: a.Prepare in a container that is clean and free of foreign substances.Do not use a container which has contained or been cleaned with a petroleum-based product. b.Mix Senershield with a paddle and drill to a homogeneous consistency before adding Portland cemen!. c.Mix one part (by weight)PorUand cement with one part Senershield.Add Portland cement in small increments,thoroughly miXIng to a homogenous consistency after each additional increment. d.After mixing,allow the mix to set for 5 minutes. e.Remix or retemper adding water if needed for workability. f.Up to 1 Quart of clean,potable water per mixed pail (30 Ibs.Of Senershield )may be added to adjust workability. g.Do not ovef'INater.Addilives are not permitted. h.Close container when not in use. i.Clean lools with waler immediately after use. 2.Application: a.Substrate shall be of a type approved by Senergy and shall be installed per substrate manufacturer's Instructions.Substrate shall be dry,clean sound and free of release agents,paint or olher residue or coatings. Verify substrate is flat,free of fins or planar irregularities greater than Xt in 10 feel. b.Wrap openings according to lhe current Secondary Moisture Protection Barrier Guidelines for Senerflex Walt Systems. c.Apply mixed Senershield to a minimum thickness of approximately 3/32~ to surface or sheathing alleast 6 inches on both sides of the sheathing joints. d.Immediately place and center minimum 4"wide Flexguard 4 Reinforcing Mesh over the sheathing joint against wet Senershield.Embed the mesh Gil/nns Incorportlt~tI S~01UJ6 JOOJJ110 •Po/aiD Patch CI"b into the coating by troweling from the center to the edges.Ensure mesh extends evenly on both sides of the sheathing joint. e.Lap mesh 2"minimum al intersections. f.Apply mixed Senershield over the entire approved substrate with a stainless sleellrowel to a thickness of 3/32 inch with no pinholes or Yoids. g.The coverage rate is approximately 180 to 190 flz per pail with a thickness of 3/32 inch. h.Allow a 10 10 hours for thorough cure prior to applying a Senergy base coat/adhesive to the cured surlace of Senershield. B.STQ System: 1.Surface Preparation: a.Surfaces must be free of aU bond-inhibiting materials.including dirt, efflorescence,oil and other foreign matter. b.Damaged sheathing or other material shalt be removed and replaced. c.Avoid application over ilTegular surfaces.Substrate to be coated must be continuous without joints,holes,etc.,exceeding 1/32"in size. d.Sheathing must be properly installed as required by applicable building codes or sheathing manufacturer. 2.Mixing: a.Mix with a clean,rust~free electric drill and paddle to a uniform consistency. b.Products must not be thinned or diluted. 3.Application: a.Trowel STO Gold Fill over all sheathing joints,rough openings,and inside and outside building corners.Immediately embed STO Detail Mesh in STO Gold Fill and trowel smooth. b.Sheathing joints require a minimum of 4~width detail mesh.Rough openings and corners require a minimum of 9"width detail mesh. c.Spot fasteners and surface defects with STO Gold Fill. d.The maximum application thickness of STO Gold Fill is 1/16". e.Protect from rain and freezing until completely dry.Avoid application in direct sunlight,rainy conditions,and cold climates (less than 40°F). f.Working lime will decrease as surface and ambient temperature increase. g.Overcoat with STO Gold Coat when dry. h.Apply STO Gold Coat to the prepared substrate with the appropriate sized nap roller in a single,uniform coaling at a wet thickness of 10 mils. i.Over Dens-Glass Gold:Use a ~..nap roller. Ii.Over PIY"Nood and exterior gypsum sheathing:Use a W'nap roller. iii.Oriented Strand Board (OS8):A two coat system is required over OSB.Use a 0/.0"nap roller,and apply the first coat of STO Gold Colt over lhe prepared substrate to a wet thickness of 10 mils prior to trealing the sheathing joints,rough openings and corners.Allow 10 dry.Sheathing joints,rough openings and corners shalilhen be filled and/or covered with STO Gold Fill and STO Detail Mesh embedded into the wet STO Gold Fill. Fasteners and surface defects must be spotted with STO Gold Gil/mH Inco/'po/'men S/Mc07UJ-7 100157./0 •PottllQ Pfffch Club Fill.Substrate 10 receive the second coat of STO Gold Coal must be continuous without joints.holes,elc.exceeding 1/32"in size.The second coat of STO Gold Coal must be applied over the treated surface in a single.uniform coaling to a wellhk:kness of 10 milts. L Coverage Rales: i.One pail of STO Gold FIJI will treat approximately 175 10 250 linear feet of sheathing joints and rough openings. Ii.One pail of STC Gold Coal will cover approximately 425 to 525 ffl of Dens Glass-Gold.300 to 400 ~per coal for ass and 550 10650 ft2 for plywood and exterior gypsum sheathing. 3.3 PREPARATION: A.Proted all surrounding areas and surfaces from damage and staining during application of the EIFS. B.Proted finished work at the end of each day 10 prevent waler penetration. 3.4 MIXING: A.General:No additives are permitted unless specified in the product mixing insfructions. Close containers when not in use.Clean tools with soap and water Immediately after use. B.Insulation Adhesive and EIFS Base Coat: 1.Senerflex ALPHA Base Coat: a.Prepare in a container,which is clean and free of foreign substances.Do not use container which has contained or been cleaned with a petroleum based product. b.Mix Base Coat with a paddle and drill to a homogeneous consistency, before adding Portland cement. c.Mix one par (by weight)Portland cement with one par base coal.Add Portland cement in small increments,thoroughly mixing to a homogeneous consistency after each additional increment. d.Clean.potable water may be added to adjust workability. 2.STO BTS Plus: a.Mix 7 to 9 quarts of water per 60 pound bag of STO BTS Plus. b.Pour water into a clean mixing pail. c.Add STO BTS Plus,mix to a uniform consistency and allow to set for approximately 5 minutes. d.Adjust mix if necessary With additional STO BTS Plus or water and remix to a uniform trowel consistency. e.Avoid retempering.Keep mix ratio consistent and do not exceed maximum water amount in mix ratio C.Senerflex INSUL-FJL: 1.Upon opening,INSUL·FIL may appear dry.Thoroughly mix the factory prepmcd INSUL-FIL with a mixer to a fluffy,mOist consistency. S~("07UJ·8 /00157 10 •PO/l1/(J Pnrch Cluh 2.If necessary,a small amount of clean.potable water maybe added to adjust workability. D.Primer and Finish Coat: 1.Senergy ASAP,COLOR COAT and FINISH COATS: a.Thoroughly mix the fadory prepared material to a uniform consistency. b.A small amount of clean.potable water may be added to adjust workability. 2.STO Primer and StoHl: a.Thoroughly mix the factory prepared malerial 10 a uniform consistency. b.A small amount of clean,potable water may be added to adjust workability. 3.5 APPLICATION: A.General:Apply EIFS materials in accordance with the manufacturer's published specifications and typical details. B.Accessories:Attach Starter Track per manufacturer's instructions and typical delails. Ensure secondary moisture barrier overlaps on top of the flange of the startertrack. C.Backwrapping: 1.Apply a strip of de:tail mesh 10 the substrate at the base of the wall and at all system terminations (windows,doors,expansion joints.etc.) 2.The mesh must be wide enough 10 adhere approximately 4 inches of mesh onto the substrate.be able to wrap around the insulation board edge and cover a minimum of 2-1/2 inches on the outside surface of the insulation board. 3.Adhere mesh strips to the supporting substrate and allow Ihem to dangle unlil the backwrap procedure is completed. 4.Complete the Backwrapping procedure by applying base coat to the exposed edges of the insulation boar and approximately 4 inches onto the face of the insulation board. 5.Pull mesh light around the board and embed it in lhe base coat with a stainless steel Irowel. 6.Use a corner trowel for clean,slraight lines. 7.Smooth any wrinkles or gaps in the mesh. O.Insulation Board: 1.Begin at base from firm,permanent or temporary support. 2.Apply horizontally in a running bond. 3 Pre-cut insulation board to fit openings and projections.Insulation board must be a single piece around corners of openings.Stagger verlical joints and comers. Stagger insulation and sheathing insulation board joints. 4.Apply adhesive 10 the back of the insulation board with a notched stainless steel troweL Notches shall be ~~x Y2~,spaced Yz"aparl.Adhesive shall be applied to the entire back of Ihe insulation board. 5.Fill gaps between insulation boards with Senergy INSUL-FIL (Senergy System Only)or slivers of insulation boards. 6.Install expansion joints and other joints as indicated on Drawings.Do not align aesthetic grooves with insulation board joints. G,I/nns lnrorpormf!d S;ICI::07U)·9 ZOOlJ71f1 Exterior !/lJ..lmiol1 and Fi"ult SYSlene E.Senerflex INSUL-FIL (Senergy System Only): •POlnto Pntclt Cluh 1.Apply mixed INSUL-FIL to minor gaps (112-maximum width)between insulation boards wilh a clean stainless steel trowel.Gaps larger than Y1~must be filled with slivers of insulation board. 2.Fill gaps completely,and to a minimum depth of 314". 3.Ensure wei INSUL-fIL material is level with,or slightly above surface of the insulation board. 4.Remove excess INSUL-FIL from the face of the insulation board. 5.Allow INSUL-fIL (0 dry completely,normally 24 hours,before rasping nush with adjoining insulation boards. 6.Rasp flush any irregularities of the insulation board greater than 1/16~. F.Base CoaVReinforcing Mesh:Base Coat shall be applied so as 10 achieve Reinforcing mesh embedment with no Reinforcing Mesh visible. 1.Comer Grid: a.Install comer grid at exterior comers. b.Apply corner grid prior to application of reinforcing mesh. c.Cut corner grid 10 workable lengths. d.Apply mixed base coat to insulation board at outside comers using a stainless steel trowel. e.Immediately place corner grid against the wet base coat,and embed the corner grid into the base coat by troweling from the corner;bult edges and avoid wrinkles. f.After base coat is dry and hard.apply a layer of reinforcing mesh over the entire surface of the corner grid. 2.Reinforcing Mesh: a.Install reinforcing mesh over the entire surface. b.Apply base coal to the entire surface of the insulation board with a slain less steel trowel 10 embed the reinforcing mesh. c.Immediately place reinforcing mesh against the wet base coat and embed the reinforcing mesh inlo the base coat by troweling from the center to llle edges. d.Lap reinforcing mesh 2-1/2"minimum at edges. e.Ensure reinforcing mesh is continuous at corners,void of wrinkles and embedded in base coat so Ihat no reinforcing mesh is visible. 1.If required,apply a second layer of base coat to achieve a total nominal base coaVreinforcing mesh thickness of 1/16~for Senergy and 1/8~for STD. g.Allow base coat with embedded reinforcing mesh 10 dry hard (normally 8 to 10 hours). G.EIFS Sealant Joint Preparation (Senergy System Only): 1.Apply Senergy ASAP 10 the Base CoaUReinforcing Mesh in sealant joinls with a high quality,lalex type paintbrush. 2.Work material continuously unlil a uniform appearance is obtained. 3.Allow 10 dry thoroughly (approximately 24 hours)prior to application of sealant primer and sealant. H.Primer: Sp«071,I)-1O lOOlJ]10 ~Irrior Insllltui(J1l nnd P;nish SYSIo"iIt •POI",O P",ch Club 1.Apply tinted primer 10 the base coat/reinforcing mesh with a sprayer,3/8-nap roUer,or good quality latex paintbrush al a rate of approximately 150 to 200 square feel per gallon. 2.Tinted primer shall be dry to Ihe touch before proceeding 10 the finish coal application. I.Finish Coat: 1.Apply finish coat directly to base coat/reinforcing mesh with a clean stainless steellrowel to the thickness required. 2.Apply and level finish coat during same operation 10 minimum obtainable thickness consistent with uniform coverage. 3.Mainlain a wet edge on finish coat by applying and texturing continually over the wall surface. 4.Work finish coat to corners,joints,or natural breaks and do not allow material to set up within an uninterrupted wall area. 5.Float finish coat to achieve final texture. 6.Do not install separate balches of finish coat side by side. 7.Do not apply finish into or over sealant joints.Apply finish to the outside face of Ihe wall only. 8.Do nOl apply finish over irregular or unprepared surfaces,or surfaces nol in compliance wilh the requirements of the Contract Documents. END OF SECTION G""lns/nClJrparmed Spu 07JJJ·11 10025110 }.fe/al S1Iingles PART ONE -GENERAL •DIVISION 7 SECTION 07314 METAL SHINGLES •Palflla Pille"Club 1.1 SECTION INCLUOES: A.Inslallation of fire barrier,roof underlayment and melal shingle roofing over all upper roof areas (roof slopes approximately 3·112"in 12").The base bid shall utilize the ONens Coming Mira Vista Designer Metal Shingles with a custom color as selected by the Architect.The alternate bid shall ulilize the Owens Coming Mira Vista Copper Shingles. B.Note:Do not mix copper and Galvalume metallogether.They are very dissimilar metals and will cause corrosion due to galvanic action.Galvalume and galvanized metal flashings shall be used on the Designer Metal Shingles.Copper flashings shall be used with the Copper Shingles. 1.2 REFERENCES: A.American Society for Testing and Materials (ASTM): 1.ASTM A 792 -Standard SpecifICation for Steel Sheet.Aluminum·Zinc Alloy- Coated by the Hot Dip Process.General Requirements 2.ASTM C 920 -Standard SpecifICation for Elaslomeric Joint Sealants 3.ASTM 0 1970 -Specificabon for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection 4.ASTM 0 4586 -SpecifICation for Asphalt Roof Cement,Asbestos Free B.Factory Mutual Research Corporation (FMRC): 1.FMRC Approval Guide,Current Edition. C.National Roofing Contractor's Association (NRCA): 1.NRCA Roofing and Waterproofing Manual,Fifth Edition. D.Underwriter's laboratories (Ul): 1.Roofing Materials and Systems Directory,Fire Resislance Directory,Current Edition. E.Uniform Building Code (UBC): 1.1997 Uniform Building Code. 1.3 SYSTEM DESCRIPTION: A.Base Bid:Owens Corning Mira Vista Designer Metal Shingles WIth a custom color as sefected by the Architect. B.Alternate Bid:Owens Corning Mira Vista Copper Shingles. 07J14 I 100157 SO Mct(ll ShintlCI 1.4 SUBMITTALS: ••PO/(lt"Pnl(h Club A.Shop Drawings:Indicate dimensions and configurations for field fabricated metal components. B.Product Data:Provide product data on metal shingles,metal flashings,ice dam protection membrane,snow guards,fasteners and color samples for the metal shingles. C.Product Sample:Provide a tun size shingle sample for approval of final finish. D.Manufacturer's Certificate:Certify that products meet or exceed specified requirements. E.ICBO Evaluation Report. 1.5 QUAliTY ASSURANCE: A.PerfOfTTl Work in accordance with NRCA Roofing and Waterproofing Manual, manufacturer's instructions and these specifications. B.Maintain one copy of these specifications on site. C.Field Samples: 1.Install 6 by 6 fool sample installation including ice dam protec!ion membrane and shingles. 2.Obtain approval by the Architect or Engineer of sample prior to proceeding with further installation. 3.Approved sample may remain a part of completed Work. 1.6 QUALIFICATIONS: A.Manufacturer:Company specializIng in manufacturing the products specified in this section WIth five years documented experience. B.Applicator:Company specializing in performing the work of this section with ten years documenled experience and approved by system manufaclurer. 1.The Applicator shall provide wrillen evidence that they are in good standing with the roof system manufacturer. 2.The Applicator shall provide written evidence lhatthey have completed a minimum of four similar projects within the last four years. 3.The Applicator shall have installed a minimum of 100,000 square feet of metal shingle roofing. 4.The Applicator shall have a repair crew within 200 miles of the project site. 1.7 REGULATORY REQUIREMENTS: A.Conform 10 1997 U.S.C.code for roof assembly fire hazard requirements. B.Roof assembly shall be mechanically allached in accordance with local code uplift requirements. C.Roof system shall be classified as a Class 'A'roof assembly in the current UL Directory. 1.8 PRE·INSTALLATION CONFERENCE: G,lInlQ f"C'Otpcrn:fif 01JI4-}}OO}J750 M~'I"!S},ingla ••POUlIO Pn. A.Review installation procedures and coordination required with related Work. 1.9 DELIVERY,STORAGE,AND HANDLING: A.Deliver products in manufacturer's original containers,dry,undamaged,seals and labels intac!. B.Store products in weather protected environmenl,clear of ground and moisture. C.Store in accordance with the manufacturer's published installalion instructions. 1.10 ENVIRONMENTAL REQUIREMENTS: A.Apply ice dam protection membrane when the exterior ambient air temperature is 40°F or greater. B.Do not expose materials vulnerable to water or sun damage in quanlilics greater than can be weatherproofed during same day. 1.11 MAINTENANCE: A.Extra Materials;Furnish 3%extra materials of field shingles,hip and ridge shingles, installation clips and fasteners. 1.12 COORDINATION: A.Coordinale the work with installing associated metal flashings as the work of Ihis section proceeds. 1.13 WARRANTY: A.Manufacturer's Warranty:Provide manufacturer's standard written 30 year warranty. 8.Applicator'S Warranty:Provide written 5 year workmanship and materials warranty. C.Warranty:Cover damage to building resulting from failure to prevent penetration of water. PART TWO -PRODUCTS 2.1 APPROVED MANUFACTURERS: A.Owens Corning;One Owens Corning Parkway,Toledo,OH 43659:Phone (419)248- 6405. 2.2 FIRE BARRIER: A.Fire Resistant Board:A non-structural glass mat faced,non-eombuslible,water resistant treated gypsum core panel.Thickness of Yl ". 1 ApprOVed Products: a.Dens Deck;Georgia Pacific. b Or Approved Equivalent. OlJU·J ]OO]J7 50 M~",f Shf/lgles ••Polall)PfltCIr Club 2.3 METAL SHINGLES, A Shingles:Fabricate panel to interlock with adjacent panels and other manufactured accessory pieces on all four sides.Form with folded seams to create interlocking shingle design. 1.Physical Properties: a.Material:ASTM A 792 Galvalume,26 gauge. b.Finish:70 percent PVDF resin based fluoropolymer,2 coat process. custom color as selected by Architect. c.Pane/length:34-112 inches. d.Panel Width:12 inches. e.Exposure Area per Panel:32-1/2 x 11-1/4 inches. f.Weight:100 Ibs.per square. 2.Test Results: a.Wind Resistance:110 mph per Ul997. b.Fire Rating:Class A per UL 790. c.Hilil Resistance:Class 4 per UL 2218 3.Approved Products: a.Mira Vista Designer Metal,Owens Corning; b.Or Approved EqUivalent. B.Hip and Ridge Shingles:Premanufactured hip and ridge shingles of the same type and finish as the field shingles. 1.Approved Products: a.Mira Vista Designer Melal,Owens Coming: b.Or Approved Equivalent. 2.4 ICE DAM PROTECTION MEMBRANE &ROOF UNDERLAYMENT: A.Ice Dam Protection Membrane &Roof Underlaymenl:Se,f adhered,polymer modified, bituminous waterproof membrane. 1.Approved Products: a.Weatherlock Metal Waterproofing Undertayment.Owens Corning; b.Or Approved Equivalent. 2.5 ACCESSORIES, A.Metal Flashing and Trim:Provide 26 gauge Galvalume metal flashings manufactured by the shingle manufacturer as required by the shingle installation instructions.Provide additional flashings as shown on the Contract Documents and as otherwise required to assure a waterproof installation. 1.Additional nashings shall be of the same gauge,type and finish as the manufacturer's premanuractured metal flashings. B AdjuSlable Anchor Clips:Shingle manufacturer's standard anchor clip. on}"·4 JOOJj7.jO Me/flf Shi"glu ••POIlIIO Pille"Club C.Fasteners: 1.Shingle Nails:Smooth shank,corrosion resistant roofing nail.Minimum shank diameter shall be 0.120 in (3.04 mm);minimum head diameter:0.37 in (9.4 mm); length as required to penetrate sheathing y.,inch (19.1 mm)or through the sheathing thickness,whichever is less. 2.Flashing Nails:Corrosion resistant roofing nail,length as required to penetrate v.."(19.1 mm)into the substrate or through the sUbstrate,whichever is less. D.Plastic Roof Cement Comply with ASTM 0 4586. E.Sealant:Moisture curing polyurethane sealant complying with ASTM 0 920. 2.6 SNOW BRACKETS: A.Snow Bracket:11-1/2"long steel brackets painted dark bronze (pre-patina copper)if roof system ;s to be MiraVista Designer Metal or 11·1/2"long copper brackets if roof system is to be MiraVista Copper. 1.Approved Products: a.Snow Bracket G;Tile Roof Accessories. B.Snow Bracket Fasteners:#10 Carbon Steel Fastener with corrosion resistant coating and a Phillips drive head for steel brackets and a #10 Stainless Steel Fastener for copper brackets. 2.7 FASTENERS AND STRESS PLATES FOR FIRE BARRIER: A.Fasteners:#10 Carbon Steel Fastener with corrosion resistant coating and a Phillips drive head. B.Stress Plates:Round or rectangular stress plates with a flat bearing surface and a recess for the fastener head. PART THREE -EXeCUTION 3.1 EXAMINATION, A.Verify that suriaces and site conditions are ready to receive work_ B.Verify roof openings,curbs,pipes.conduit,sleeves,duds,and vents through roof are solidly set.and wood nailing strips.and reglets are in place. 3.2 FIRE BARRIER: A.Install the fire barrier board over the existing plywood sheathing.Fire barrier board shall completely cover the existing roof deck. B.Preliminarily aUached the Dens Deck with five fasteners and stress plates per board. Place a fastener in each corner,centered 6"from either edge.Install the fifth fastener in the middle of the board. Gdln""lrrcorplJrflled 07314·5 100157.50 Metal Shi"gleJ •• 3.3 ICE DAM PROTECTION MEMBRANE: A.Ice dam protection membrane shall be installed over the entire roof surface. B.Apply membrane when the exterior ambient air temperature is 40°F or grealer. C.Apply membrane in valleys prior to application at the roof eave. D.To install membrane along roof eaves,cui the membrane into 10 to 15 toot lengths.and then rerolt loosely.Install the membrane perpendicular to the roof slope,starting along Ihe edge of the roof eave and overlapping the gutter hanger or drip edge nanga.Peel back the release liner 1 to 2 feet,align the membrane.and continue to peel the release liner from the membrane.Press the membrane in place with heavy hand pressure. E.Apply successive rolls at membrane ship lap fashion. F.Side laps shall be a minimum of 3.5"and end laps shall be a minimum at 6". 3.4 SHINGLE INSTALLATION: A.Install metal flashings and trim as shown on the Contract Drawings and as otherwise required to assure a waterproof roofing system. B.Install field shingles and hip and ridge units in accordance with the manufacturer's published installation instruction.a copy of which is allached. c.Install field shingles with two clips per panel. D.Coordinate shingle installation with installation of snow brackets. 3.5 SNOW BRACKET INSTALLATION: A.Install snow brackets in accordance with the manufacturer's published installation instructions. B.Coordinate installation of snow brackets with installation of metal shingles. C.Place Bracket G witl1 triangular piece of Bracket at the bult end of the panel.at the downhill end of the roofing.The exposure of the Bracket from the triangular end 10 the end of panel should be 11-112~.Drill holes in the panel slightly larger than the hole for lhe Bracket. 3.6 FIELD QUALITY CONTROL: A.Correct identified defects or irregularities. 3.7 CLEANING: A.In areas where finished surfaces are soiled by work of this section.consult manufacturer of surfaces for cleaning advice and comply with their instructions. 8.Repair of replace defClced or disfigured finishes caused by work of this section. 3.8 PROTECTION: G:!1ans fuorpomtcd (nJI.I·6 lDOHl so Metal Shingles ••Potato Patch Club A.Protect building surfaces against damage form roofing work. B.Where traffic must continue over finished roofing,protect surfaces. END OF SECTION Gi!!rJns Incorporated 07314-7 200257.50 Prqcrmcd Melrll $wmliJlg Se(lm R.•POlnfo /,(I(ch Club DIVISION 7 SECTION 07415 PREFORMED METAL STANDING SEAM ROOFING PART ONE GENERAL 1.1 SECTION INCLUDES: k Installation of fire barrier.roof underlayment and preformed metal standing seam roofing on all lower roof areas (roof slopes approximately 1-1/2"in 12")and shed roofs over windows. B.Note:Do not mix copper and Galvalume metal together.They are very dissimilar metals and will cause corrosion due to galvanic action.Galvalume and galvanized metal flashings shall be used on the melal standing seam roofing panels. 1.2 REFERENCES: k American Society for Testing and Materials (ASTM): 1.ASTM A 792 -Standard Specification for Steel Sheet,Aluminum-Zinc Alloy- Coated by the Hot-Dip Process,General Requirements 2.ASTM 0 2244 ~Standard Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates B.National Roofing Contractor's Association (NRCA): 1.NRCA Roofing and Waterproofing Manual,Fifth Edition. C.Underwriter's Laboratories (UL): 1.Roofing Materials and Systems Directory.Fire Resistance Directory.Current Edition. D.Uniform Building Code (USC): 1.1997 Uniform Building Code. 1.3 SYSTEM DESCRIPTION: A.Base Bid:Prefinished.prefabricated structural standing seam roof system with continuous interlocking field formed seams. 1.4 SUBMITTALS: A.Shop Drawings: 1.Submit shop drawings indicating thickness and dimensions of parts.fastenings and anchoring methods,details and locations of seams,transitions and other provisions necessary for thermal expansion and contraction. 2.Indicate roof terminations,clearly showing flashings. 3 Clearly indicate rocations of field and factory applied sealant. 4.Show locations and types of hold-down clips and fasteners. (iii/mrs fm:orpQrnlcd 074/5/100157.50 "r('formed Mt:tnl.'illlffdl1lg .'il:nm RO~ 5.Provide plan showing layout of entire roof. •POluto Pmd.Club B.Product Data:Provide manufacturers specifications,standard detail drawings and installation instructions. C.Manufacturer's Certificate:Certify that products meel or exceed specified requirements. D.Samples: 1.Submit two samples,12R long x full width panef,showing proposed metal gage, seam profile and required finish. 2.Submit standard color samples on metal for Architect's selection. 1.5 QUALITY ASSURANCE; A.Perform Work in accordance with NRCA Roorll1g and Waterproofing Manual, manufacturer's instructions and these speciflCattons. B.Maintain one copy of these specirlCBtions on site. 1.6 QUALIFICATIONS: A.Manufacturer:Company specializing in manufacturing Ihe products specified in this section with ten years documented experience. B.Appliciltor:Company specializing in performing the work of this section with ten years documented experience and approved by system manufacturer. 1.The Applicator shalt provide wrillen evidence that they are in good standing with the roof system manufacturer. 2.The Applicator shall provide wrillen evidence lhat they have completed a minimum of four similar projects within Ihe last four years. 3.The Applicator shall have installed t.l minImum of 100.000 square feet of metal standing seam roofing. 4.The Applicator shalt have a repair crew within 200 miles of the project sile. 1.7 REGULATORY REQUIREMENTS: A.Conform to 1997 U.B.C.code for roof assembly fire hazard requirements. B.Roof assembly shall be mechanically attached in accordance with local code uplift requirements. 1.8 PRE-INSTALLATION CONFERENCE: A.Convene one week prior to commencing work of thIS Section.under provisions of Section 01200. B.Review installation procedures and coordination required wilh related Work. 1.9 DELIVERY,STORAGE,AND HANDLING: A.Deliver,store.protect,and handle products to site under provisions of Section 01600. GII/mts I"corporntrt!0103/$1 lD01Jl JO •PU((l/O Pmdr Club B.Prolect products and accessories from damage and discoloration during transit and at project site.Store sheets and components in a dry storage area 10 prevent condensation. C.Do not overfoad roof structure with stored malerials.Do not permit malerial storage or traffic on completed roof surfaces. D.Store in accordance with the manufacturer's pUblished installation instructions. 1.10 ENVIRONMENTAL REQUIREMENTS: A.Do not expose materials vulnerable 10 water or sun damage in quantities greater than can be weatherproofed during same day. 1.11 COORDINATION: A.Coordinate the work with installing associated metal flashings as the work of this section proceeds. 1.12 WARRANTY: A.Manufacturer's Warranty: 1.Furnish manufacturer's standard 2()..year warranty staling architectural fluorocarbon finish will be: a.Free of fading or color change in excess of 5 NBS units as measured per ASTM 02244. b.Will not chalk in excess of numerical rating of 7 when measured in accordance with standard procedures specified in ASTM 0 659. c.Will not peel,crack,chip or delaminate. 2.Furnish manufacturer's 1D-year Weathertight Side Joint Warranty. B.Applicator's Warranty: 1.Provide written 5 year workmanship and materials warranty. 2,Cover damage 10 building resulting from failure to prevent penetration of water. PART TWO -PRODUCTS 2.1 APPROVED MANUFACTURERS: A.AEP·Span.P.O.Box 150449.Dallas.TX 75223;Phone:800·527-2503, 2.2 FIRE BARRIER: A.Fire Resistant Board:A non-structural glass mat faced,non-combustible,water resistant treated gypsum core panel.Thickness of Y2", 1.Approved Products; a.Dens Deck;Georgia Pacific. b.Or Approved Equivalent submitted in compliance with Section 01630 074/j-J lOOlJUO 2.3 MATERIALS: A.Panels; •PO/nil}PtlIdt a~b 1.Prefinished Garvalume sheet comprised of 55%aluminum,1.6%silicon and the balance zinc as described in ASTM A 792. 2.Factory fabricate panel with integral continuous overlapping seams suitable to( continuous locking or crimping my medlanical means during installation.Field roll-formed panel profiles will nol be acceptable. 3.Seam size: a.Male leg:2~High b.Female leg:2"High 4.Provide factory installed.high-grade.hot·melt elastomeric sealant within the confines of the female seam flange.on the bottom edge of the female seam nange and designed to seal against the adjacent male pane/leg. 5.Approved Products: 8.SL-218,AEP Span; b.Or Approved Equivalenlsubmilted in compliance with Section 01630. 8.Clip/Fastener Assemblies. 1.Fasteners:Manufacturer's standard 1"#10-13 Gimlet Point fastener with a hex head drive. 2.Clips:Low profile,sliding 22 gage galvaniZed steel hook in combination with a double fastened 16 gage galvanized steel,base,both at Fy =33 ksi (min.)Clip hook shall have a shop installed hot melt butyl sealant for continuity of seal at clip locations. C.Field Sealant: 1.Color coordinated,pnmerfess silicone or high grade,non-skinning butyl sealant as recommended by the panel manufacturer. 2.4 FABRICATION' A.Panels: 1.Provide factory formed panel with a width of 18~and a 2"high standing seam. 2.Provide panels in fUlllenglh from ridge to eave. 3.Roof panels shall have flush horizontal and vertical surfaces to facilitate scaling al lerminations.Panel configurations which create voids and required supplemenlal closure devices shall not be considered acceptable. B.Seams: 1.Panel seams shalf interlock entire length of seam. 2.Design standing seam to Jock-up and resist joint disengagement during design uplift condilions. 3.ProvIde factory sealant within confines on lrailing edge of female seam leg to aid in resistance of leaks and to provide panel-ta-panel seal white allowing expansion and contraction movement.and the seams shall be continuously locked or crimped together by mechanical means during installation. Ciiflnns !nfW/Nf'tltm lfJ01J1 jf) •POlflla Pllleh Club C.Clips:Provide standard low profile clip to allow panels 10 thermally expand and contract and provide.!.1 inch of thermal movement.Clip shall incorporate a self cenlering feature to allow 1"of movement in both directions along panel length. D.Engineer panels to use concealed anchors thai permit expansion and contraction except at eaves,end laps,ridges,valleys,hips and gables. 2.5 FINISH: A.Fluorocarbon Coating: 1,Full strength.70%Kynar 500 coating baked on for 15 minutes at 450~F to a dry film thickness of 1.0 mil. 2.15%reflective gloss per ASTM 0 523 (Low Gloss). 3.0.3 mil baked-on epoxy primer. 4.Color;Weathering Bronze. 2.6 ICE DAM PROTECTION MEMBRANE &ROOF UNDERLAYMENT: A.Ice Dam Profection Membrane &Roof Underlaymenl:Setf adhered.polymer modified, bituminous waterproof membrane. 1.Approved Products: a.WeatherLock Metal Waterproofing Underlayment,ONens Corning; b.Or Approved Equivalent submitted in compliance with Section 01630. 2.7 FASTENERS AND STRESS PLATES FOR FIRE BARRIER: A.Fasteners:#10 Carbon Steet Fastener with corrosion resistant coaling and a Phillips drive head. B.Stress Plates:Round or rectangUlar stress plates with a flat bearing surface and a recess for the fastener head. PART THREE EXECUTION 3.1 EXAMINATION: A.Verify that surfaces and site conditions are ready 10 receive work. 3.2 FIRE BARRIER: A.Instailihe fire banier board over the existing plywood sheathing.Fire barrier board shall completely cover the exisling roof deck B.Preliminarily attached the Dens Deck with five fasteners and stress plates per board. Place a fastener in each corner,centered 6~from either edge.Instatlthe fifth fastener in the middle of the board. 3.3ICE DAM PROTECTION MEMBRANE: A.Ice dam protection membrane shall be installed over the entire roof surface. GI/I(/I/J fllCDlpcmrtcd 07415·.5 l001J7 SO •PO/nlo Patcll Dub B.Apply membrane when the exterior ambient air temperature is 40°F or greater. C.Apply membrane in valleys prior 10 application at the roof eave. D.To install membrane along roof eaves.cut the membrane into 10 10 15 foollenglhs,and then rerollioosely.Insta/llhe membrane perpendicular to the roof slope,starting along the edge of the roof eave and overlapping the guller hanger or drip edge flange.Peel back the release liner 1 to 2 feet.align the membrane,and continue to peel the release liner from the membrane.Press the membrane in place with heavy hand pressure. E.Apply successive rolls of membrane ship lap fashion. F.Side laps shall be a minimum of 3S and end laps shall be a minimum of 6", 3.4 INSTALLATION: A.Install metal flashings and trim as shown on the Contract Drawings and as otherwise required to assure a waterproof roofing system. B.Inslall field shingles and hip and ridge units in accordance 'Nith the manufacturer'S published installation instruclion,a copy of which is allached. C.Install field shingles with two clipsper panel. D.Coordinate shingle installation with installation of snow brackets. 3.5 SNOW BRACKET INSTALLATION: A.Comply with manufacturer's instructions for assembly,installation and erection in order to achieve weathertight installation.Install in accordance wilh approved shop drawings. B.Standing Seam System: 1.Install panels in accordance with manufacturer's instructions and recommendations. 2.Instoll panels with the point of fixity af the head wall and a floating eave. 3.Install panel clips at a spacing nof to exceed 36"o.c.Install a minimum of 2 clips per panel. C.Dissimilar Metals: 1.Where sheet metal is in contact with dIssimilar metals.execute juncture to facilitate drainage and minimize the possibility of galvanic action. 2.At Ihe point of contact with dissimilar metal.coal metal with protective paint or tape which can be placed between metals. D.Field apply sealant to penetrations.transitions and other locations necessary for an airtight,waterproof installation.but do not apply sealant within the standing seam. 3.6 FIELD QUALITY CONTROL: A.Correct identified defects or irregularities. 3.7 CLEANING: GiJI"n~l/lcorplJm/M QUJj 6 /001".so PrefOmlN!Melnl Swndin.~S/!lIm Wg •PUlflln Pmch Ch./) A.In areas where finished surfaces are solled by work of this section,consult manufacturer of surfaces for cleaning advice and comply with their instructions. B.Repair of replace defaced or disfigured finishes caused by work of this seelion. 3.8 PROTECTION: A.Protect building surfaces against damage form roofing work. 8.Where traffic must continue over finished roofing.protect surfaces. END OF SECTION Gil/nilS Inrorporflled 074/5-7 loa157,50 PART ONE -GENERAL 1.1 DESCRIPTION: •• DIVISION 7 SECTION 07620 SHEET METAL FLASHING AND TRIM POlato "(fIcll Club A.Work included:Provide flashing and sheet metal not specirlcally described in other Sections of lhese Specifications but required 10 prevent penetration of waler through the roofing area of the building. B.Note:Do not mix copper and Galvalume metallogether.They are very dissimilar metals and will cause corrosion due 10 galvanic action.Galvalume and galvanized metal flashings shall be used with Galvalume roofing malerials and copper flashings shall be used with copper roofing materials. 1.2 REFERENCES: A.American Society for Testing and Materials (ASTM): 1.ASTM A 525 -Specification for Sheet Steel.Zinc Coated (Hot-Oip Galvanized) 2.ASTM B 32 -Standard SpecifICation for Solder Metal B.Federal Specifications: 1.Fed.Spec.#AA-S-775d. C.National Roofing Contractor's Association (NRCA): 1.NRCA Roofing and Waterproofing Manual.Fourth Edition. D.Sheet Melal and Air-Conditioning Contractors National Association (SMACNA): 1.SMACNA Architectural Sheet Metal Manual,fifth Edition. 1.3 QUALITY ASSURANCE: A.Use adequate numbers or skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B.In addition to complying with pertinent codes and regUlations,comply WIth pertinent recommendations contained in the current edition of "Architectural Sheet Metal Manua'" published by the Sheet Metal and Air-Conditioning Contract()(s National Association (SMACNA). C.Standard commercial items may be used for flashing,trim,gravel stops,counter flashing, reg lets,and similar purposes provided such items meet or exceed the quality standards specIfied. 1.4 SUBMITTALS: Gil/fillS /lIccrpornll!d 01610 1 1001)7 JD Sheet Me/Ill Fltulti"g n1lf1 Trim _•P,,/nto Pfllt:lt C/II!J A.Product data:Within 10 calendar days after Ihe Contractor has received the Owner's Notice to Proceed.submit: 1.Materials list of items proposed 10 be provided under this Section; 2.Shop Drawings in sufficient detail to show fabrication,installation.anchorage.and interlace of the work of this Section with the work of adjacent trades. 3.Conlractors recommended installation procedures which,when approved by Ihe Architect will become the basis for accepting or rejecting actual installation procedures used on the Work. PART TWO PRODUCTS 2.1 MATERiAlS AND GAGES, A.Where sheet metal IS required.and no material or gage is indicated on the Drawings, provide the highest quality and gage commensurate with the referenced standards. B.Continuous Cleats:22 gage,commercial quality,ASTM A 525.G-90 hot-dipped galvanized steel sheet. C.Counterflashing Metal:Pre-primed and painted,24 gage.commercial quality,ASTM A 525,G-90 hot-dipped galvanized steel sheet. D.Two Piece Counterllashing:Pre·fabricated 24 ga.,G~90 galvanized steel,two piece counterflashing. 1.Approved Products: 8.Springlok STX.Fry Reglet Corporation. E.Ridge Vent Covers:Prc~primcd and painted,24 gage,commerciat quality,ASTM A 525, G-90 hot-dIpped galvanized steel sheet. 2.2 GALVANIZED STEEl: A.Provide sheet metal or sheel iron of a standardbrand of open-hearth copper-bearing steel.copper-molybdenum iron,or pure iron sheets. B.Zinc coating: 1.Where galvaniZing is required.provide zinc coating by hot dip galvanize to arr surfaces. 2.Weight: a.Provide not less than 1-114 oz per sq.ft,nor more Ihan 1-1/2 oz per sq.ft. 10 surfaces required 10 be galvanized. 3.Comply with ASTM A 93. 2.3 NAILS,RIVETS,AND FASTENERS: A.Usc only soft iron flvets haVing rust-resistive coating,galvanized nails,and cadmium plated screws and washers in connection with galvanized iron and sleel. Gli/rulJ /llrOrpO'llltr!0761f)..2 }OO}HID Sheet Met{/I FI{/slring mId TriM 2.4 FLUX: ••P(>/flIO PflIclr Club A.Where flux is required,use raw muriatic acid. 2.5 SOLDER: A Where solder is required,comply wilh ASTM B 32. 2.6 OTHER MATERIALS: A.Paint:Baked on enamel finish. B.Provide other materials,not specifically described but required for a complete and proper installation,as selected by the Contractor subject to the approval of the Architect. PART THREE -EXECUTION 3.1 SURFACE CONDITIONS; A.Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work.00 not proceed until unsatisfactory conditions are corrected. 3.2 WORKMANSHIP: A General: 1.Form sheet metal accurately and to the dimensions and shapes required, finishing molded and broken surfaces with true,sharp,andstraight Jines and angles and,where intercepting other members,coping to an accurate fit and soldering securely. 2.Unless otherwise specifically permitted by the Architect,turn exposed edges back 1/2". B.Form,fabricate,and install sheet metal so as to adequately provide for expansion and contraction in the finished Work. C.Weatherproofing: 1.Finish watertighl and weathertight where so required. 2.Make lock seam work flat and true to line.sweating full of solder. 3.Make lock seams and lap seams,when soldered,atleasI1/2"wide_ 4_Where lap seams are nol soldered,lap according to pitch,but in no case less than 3". 5.Make flat and lap seams in the direction of flow. D.Joints: 1.Join parts with rjvets or sheet metal screws where necessary for strength and stiffness. 2.Provide suitable watertight expansion joints for runs of more than 40'-0",except where closer spacing is indicated on the Drawings or required for proper installation. 07610-3 200251.10 Snt!t!t Mrw/FI"sning rmd Tri",e E.Nailing: •PO/1lI0 P"tch Club 1.Whenever possible,secure metal by means of nails through the uppermost flange or flashing. 2.In general,space nails,rivets,and screws not more lhan 8~apart and,where exposed to the weather,use lead washers. 3.For nailing into wood,use barbed roofing nails 1-1/4~long by 11 gage. 4.For nailing into concrete,use drilled masonry anchors. 3.3 EMBEDMENT: A.Embed metal in connection with walls in a bead of sealant.using materials and methods approved in advance by the Architect. 3.4 SOLDERING, A.General: 1.Thoroughly clean and tin the joint malerials prior 10 soldering. 2.Perform soldering slowly.with a well heated copper,in order 10 heat the seams thoroughly and to completely riU them with solder. 3.Perform soldering with a heavy soldering copper of blunt design.properly tinned for use. 4.Make exposed soldering on finished surfaces neal,fuJI nowing.and smooth. B.After soldering,thoroughly wash acid nux with a soda solution. 3.5 TESTS, A.Upon request of the Architect,demonstrate by hose or standing WOlter thai the flashing and sheet metal are completely watertight. END OF SECTION r.tllnn:r /n«KjJOullcd 076104 ZOOZJ7 10 Gullcn l'I11d {)(IWll.lpUU/5 PART ONE -GENERAL 1.1 DESCRIPTION: • DIVISION 7 SECTION 07630 GUTTERS AND DOWNSPOUTS •Pu/ruo Pfllcll Clllb A Work included:Removal and replacement of gullers and downspouts where existing. Installation of heat tracing in gutters and downspouts. B.Note:00 not mix copper and Galvalume metal together.They are very dissimilar metals and wjlJ cause corrosion due to galvanic action.Galvanized gutters,nashings and accessories shall be used with Galvalume roofing materials and copper gutlers,flashings and accessories shalt be used with copper roofing materials. 1.2 REFERENCES: A American Sociely for Testing and Materials (ASTM): 1.ASTM A 525 -Specification for Sheet Steel,Zinc Coated (Hot-Dip Galvanized) 2.ASTM B 32 -Standard Specification for Solder Metal 8.Federal Specifications: 1.Fed.Spec.#AA-S-775d. C.National Roofing Contractor's Association (NRCA): 1.NRCA Roofing and Waterproofing Manual,Fifth Edition. o.Sheet Metal and Air-Conditioning Contractors National Association (SMACNA): 1.SMACNA Architectural Sheet Metal Manual.Fifth Edition. E.Uniform Plumbing Code (UPC): 1.Uniform Plumbing Code,1997 Edition. 1.3 QUALITY ASSURANCE: A.Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B.In addition 10 complying with pertinent codes and regulations,comply with pertinent recommendations cont;:lIned in the current edition of ~Architectural Sheet Metal Manuar published by the Sheet Metal and Air-Conditioning Contractors National Association (SMACNA). 1.4 SUBMITTALS: Giffnll5 lnrorpcm/~rf 076JO-I 10015710 GlilterJ find 1)o....nspOulJ ••POlllfo Pmch Club A.Product data:Within 10 calendar days after the Contractor has received the Owner's Notice 10 Proceed,submit: 1.Materials lisl of items proposed to be provided under this Section; 2.Shop Drawings in sutftcient detail to show fabrication,Installation,anchorage,and interface of the work of this Section with the work of adjacent trades. 3.Contractors recommended installation procedures which,when approved by the Architect.will become the basis for accepting or rejecting actual installation procedures used on the Work. PART TWO -PRODUCTS 2.1 MATERIALS AND GAGES: A.Where sheet metal is required,and no malerial or gage is indicated on the Drawings, provide the highest quality and gage commensurate with the referenced standards. B.Gutter:Pre-primed and pre-finished,26 gage,commercial quality,ASTM A 525,G-90 hot-dipped galvanized steel shee!. 1.Size:8" 2.Configuration:'Halt-Round. C.Downspouts:Pre-primed and pre-finished,26 gage,commercial quality,ASTM A 525,G- 90 hot-dipped galvanized steel sheet. 1.Size:4" 2.Configuration:Plain Round. O.Downspout Extenders:Idenlicalto the downspouts,S'minimum in length. E.Guller End Caps:Pre-primed and prefinished,26 gage,commercial quality,ASTM A 525,G-90 hot-dipped galvanized steel sheet,configured specifically for the specified gutler. F.Drop Tubes:Prefabricated,24 gage,commercial quality,ASTM A 525,G-90 hot-dipped galvClnized steel sheet Drop tube shall be prefabricated with a flangethat will fit inside the bollorn of Ihe gUller,with a tube properly sized 10 fit into the downspout. G.Gutter Brackets:Prefabricated,prefinished,G-90 hot·dipped galvanized brackets configured to hold the specified guller. 2.2 GALVANIZED STEEL: A.Provide sheet metal or sheet iron of a standard brand of open-hearth copper-bearing steel,copper-molybdenum iron.or pure iron sheets. B.Zinc coating: 1.Where galvanizing is required,provide zinc coating by hot dip galvanize to all surfaces. 2.Weight a.Provide nolless than 1-1/4 ozper sq ft,nor more than 1-1/2 oz per sq.fI, to surfaces required to be galvanized. Grl/an~IncorpOrtllM 076JfJ.l l001Jl10 Gulfen "nlf Dcw'Upouls ••Potm"Palr.h Club 3.Comply with ASTM A 93. 2.3 NAILS.RIVETS,AND FASTENERS: A.Use only soft iron rivets having rust-resistive coating.galvanized nails.and cadmium plated screws and washers in connection with galvanized iron and steel. 2.4 FLUX: A.Where flux is required.use raw muriatic acid. 2.5 SOLDER: A.Where solder is required,comply with A$TM B 32. 2.6 OTHER MATERIALS: A.Paint:Baked on enamel finish,color chosen by Architect. B.Exposed Sealant:Single component,low modulus silicone sealant. C.Unexposed Sealant:Non-skinning butyt sealanl. D.Provide other materials,not specifICally described but required for a complete and proper installation,as selected by the Contraclor subject 10 the approval of the Architect. E.Heat Tracing:Electrical heanracing with a rating a minimum of 10 watts per lineal foot, with all associated accessories,junction boxes and electrical components. PART THREE -EXECUTION 3.1 SURFACE CONDITIONS: A.Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timery and proper completion of the Work.Do nol proceed until unsatisfactory conditions are corrected. 3.2 WORKMANSHIP: A.General: 1.Form sheet metal accurately and to the dimensions and shapes required, finishing molded and broken surfaces with true,sharp,and straight lines and angles and,where intercepting other members,coping to an accurate fit and soldering securely. 2.Unless otherwise specifically permitted by Ihe Architect.turn exposed edges back 1/2". B.Form,fabricate,and install sheet metal so as to adequately provide for expansion and contraction in the finished Work C.Weatherproofing: GII/mu InCOlpornttrf 076)0 J JOO/j710 ••Porn/f)PIf.cll Clilb 1.Finish watertight and wealhertight where so required. 2.Make lock seam work flat and true to line,sweating full of solder. 3.Make lock seams and lap seams,when soldered,at least 112"wide. 4.Make flat and lap seams in the direction of flow. O.Joinls: 1.Join parts with rivets or sheel melal screws where necessary for slrength and stiffness. 2.Provide suitable watertight expansion joints for runs of more than 40'·0",except where closer spacing is indicated on the Drawings or required for proper installation. 3.3 SOLDERING: A.General: 1.Thoroughly clean and tin Ihe joint malerials prior to soldering. 2.Perform soldering slowly,with a well healed copper,in order to heat Ihe seams thoroughly and to completely fillihem with solder. 3.Perform sOldering with a heavy soldering copper of blunt design,properly tinned for use. 4.Make exposed soldering on finished surfaces neat,full flowing,and smooth. B.After soldering,thoroughly wash acid flux with a soda solution. 3.4 GUTTER: A.Do not install gutters in continuous lengths greater than 50'. B.The front lip of the gutter musl be lower than the back of the gutter by a minimum of 112·. C.The gutter shall be sloped a minimum of 1I16~per fool towards downspouts. D.Secure gulters with prefabricated guller brackets at 36"D.C.maximum.Secure bracket to fascia wilh approved number and type of screws. E.Gutters shall be installed 10 accommodate thermal exp"lnsion and contraction. F.Expansion joints shall be installed where necessary 10 account for anticipated expansion and contraction. 3.5 GUTTER END CAPS AND DROP TUBES: A End caps and drop lubes shall be embedded in non-skinning butyl sealanl. B.End caps and drop tubes shall be secured with closed-ended,304 (Active)stainlesssleel pop rivets. 3.6 DOWNSPOUTS, A.Downspouts shall be installed where eXIsting. B.Downspouls shaH have a minimum cross-section area or 7.00 in 2 . G,I/am!r"rr>rpor"tm 076J().4 100/5710 Gwtlt:r,arlll /)o'I'fUPOU{$••POint"Plllch Club C.The downspout shall be secured with downspout hangers spaced no more than 8'o.c. D.Downspouts shall nol be secured to the drop tube. E.Downspout extenders shan be riveled to the bottom of the downspouts.The base of the downspout shall incorporate an opening for use as a clean-oul. 3.7 HEAT TRACING: A.Ins(all heat tracing system in a double pass through all gulters and downspouts. Installation shall include all necessary accessories.junction boxes and electrical components installed in accordance with the manufacturer's published installation instructions. 3.8 TESTS: A.Upon request of the Engineer,demonstrate by hose or standing water thai the gutters are completely watertight and properly drain water from the roof. END OF SELECTION Grl/ml'l~corpOl"nt"d 076JO·5 lOO})7/{} SeilfQllt~ilnd Cnulklng PART ONE -GENERAL • DIVISION 7 SECTION 07920 SEALANTSAND CAULKING •POlntD Pntr.!t Clr,b 1.1 SECTION INCLUDES: A.Installation backer rod and joint sealants where specified in the Contract Drawings. 1.2 REFERENCES: A.American Society for Testing and Materials (ASTM); 1.A$TM C 510 -Test Melhod for Staining and Color Change of Single-or Multi- component Joint Sealants. 2.A$TM C 603 -Test Melhod for Extrusion Rale and Application Life of Elaslomeric Sealants. 3.A$TM C 639 -Test Method for Rheologial (Flow)Properties of Elastomeric Sealants. 4.ASTM C 661 -Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means at Durometer. 5.ASTM C 679 ~Test Method for Tack-Fee Time of Elastomeric Sealants. 6.ASTM C 719 -Standard Test method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement (Hockman Cycle). 7.ASTM C 794 -Standard Test Method for Adhesion-in Peel of Elastomeric Joint Sealants. 8.ASTM C 920 -Standard Speciftcation for Elaslomeric Joint Sealants. 9.ASTM C 1135 -Standard Test Method tor Determining Tensile Adhesion Properties of Structural sealants. 10.ASTM C 1382 -Standard Test Method tor Determining Tensile Adhesion Properties of Sealants When Used in Exterior Insulation and Finish System (EIFS)Joints. 11.A$TM 0 412 -Standard Test Methods tor Vulcanized Rubber and Thermoplastic Elaslomers -Tension. 12.ASTM 0 624 -Standard Test Method for Tear Strength at Conventional Vulcanized Rubber and Thermoplastic Elastomors. 13.ASTM 0 1056 -Standard Specification far Flexible Cellular Materials -Sponge Or Expanded Rubber. 14.A$TM 0 2240 -Standard Test Method for Rubber Prapcrty-Durometer Hardness. B.Federal Specifications: 1.IT-5-00 1543A -Specification for Silicone Building Sealants. 2.IT-2·oo230C -SpecifICation for One-Component Building Sealants. C.Sealant,Waterproofing and Restoration Institute (SWRI): 1.Sealant and Caulking Guide SpecifICation. 1.3 SUBMITTALS: 07920·I /001j7/0 ~(l1r1fl1J ""II Cflu/ki"g ••P(J/nto Pfltd Club A.Submit product data indicating sealant chemical characteristics,performance criteria, substrate preparation,Iimitalions,color availabIlity and equipment for applicaHon. B.Submits Material Safety Dala Sheets (MSDS)for sealants and primers. c.Submit two samples,2 x 2 inches in size illustrating sealant colors for selection. D.Submit manufacturer's installation instructions indicating special procedures,surface preparation,perimeter conditions requiring special allention and anything requiring revisions from the original specifications. 1.4 QUALITY ASSURANCE: A.Applicator: 1.The applicator shall have a minimum of 5 years experience installing joint sealants .. 2.The applicator shall have installed a minimum of 250,000 lineal feet of joint sealants. 3.The applicator shall have completed at least 4 similar projects within the last 3 years.A project lisl shaH be submitted inclUding the name of the project,project address,Owner contact information and the names of the supervisors and foreman for the project. 4.The applicator shall submit a projecllist of 11 similar projects completed within the within the last 5 years.Projecllist shall include the name of the project,project address,Owner contact information and the names of the supervisors and foreman on the projeot. 5.The applicator shall submit a list of 4 additional references of their choosing. 6.The applicator shall submit resumes for the supervisors and foreman that will be working on the project. 8.Manufacturer: 1.The sealant manufactufer shall provide a fteld technical representative to perform field sealan!adhesion lesting at the start of the project to determine the requirements for surface priming. 1.5 DELIVERY,STORAGE AND HANDLING: A.Deljver all materials to the job site in manufacturer's original,unopened containers,with legible labels and in sufficient quantity to allow for continuity of work. B.Sealants shall be safely store between SODF and BO°F. 1.6 PROJECT/SITE CONDITIONS: A.Safety: 1.Take all necessary precautions regarding worker health and safety when using adhesives. 2.Store flammable liquid and materials away frorn open sparks,names and extfeme heat. 3.Follow all safety precautions as noted within the product's Malerial Safety Data Sheets (MSDS). 8.Weather: Oi9}tJ 1 Z()(JJj7/0 Sen/nflts n",J CnuIAi"J:••PO/filO Potd Club 1.Do not install sealants when the surface temperature is below -20°F or exceeds 122"F. 2.Do nol apply 10 surlaces that are frosted. C.Protection: 1.Provide protection for all surlaced not to besealed from contamination from primers and sealants. 1.7 SEQUENCING AND SCHEDULING; A.Coordination application of sealant joints with the work associated with other trades. B.Surfaces in or around sealant joints should be painted prior to application of the sealant joints.The sealant joint surface shall no be painted over. 1.8 WARRANTY; A.Applicator's Warranty:Provide two year written warranty for materials and workmanship. B.Manufacturer's Warranty:Provide written twenty year materials warranty for project. PART TWO -PRODUCTS 2.1 APPROVED MANUFACTURERS: A.Dow Coming Corporation:Midland.MI 48686-0994;Phone:517-496-6000,Fax:517- 496-4586. B.Pecora Corporation:165 Wombold Road.Harleysville,PA 19438;Phone:800-523- 6688.Fax:215-721~0286. C.Manufacturers of A.pproved Equivalent products. 2.2 SEAlANTS: A.Single component.ultra-low modulus silicone sealanl complying with ASTM Specification C 920,Type S,Grade NS.Class 25,Use NT,M,G,A and O. 1.Physical Properties Requirements: Property I Test Standard Results As SUDolied Tack Free Time ASTM C679 1-2 Hours lID 50%RH Curina Time ASTMC679 7-14 Da 77°F and 50%RH Full Adhesion ASTM C679 14-21 Davs Flow,Sag,ASTM C639 None Slumo Work Time ASTMC679 20 Minutes As Cured 7 daYS at nOF and 50%RHl Durometer ASTM C66'15-18 Hardness (Shore Al Ultimate Tensile ASTM 0412 100 psi StrenQth UIUmate ASTM0412 1000%+ 07910·J lOOljl/O Se"lnnls (JIld Cnll/ting ••PO/fIIO P(lf~1r Qub Prooortv Test Standard Results ElonaatJon Peel Strength ASTMC 794 25 pfi Tensile ASTM C 1135 15 ps:~~5%Extension Adhesion 20 osi 50%Extension Accelerated ASTM C 1135 30 psi @ 25%Extension Weathering (22,400 Hours in QUV,40 psi @ 50%Extension Weatherometer ASTM G 53) Joint Movement ASTM C 719 100%Extension Capabilities -50%Compression Staining ASTM C 1246 None on concrete,granite,limestone (14 Days of 50%and brick. ComDression 1!il158°F) 2.Approved Products: a.Dow Corning 790 Silicone Building Sealant;Dow Coming Corporation. b.Pecora 890 Architectural Silicone Sealant;Pecora Corporation. c.Or Approved Equivalent submitted in accordance with the procedures outlined in Section 01630. B.Single component.medium modulus silicone sealant complying with ASTM Specification C 920,Type S,Grade NS,Class 25,Use NT,M,G,A and O. 1.Physical Properties Requirements: Property Test Standard Results As Suoolied Tack Free Time ASTM C 679 <2 Hours @ 50%RH Extrusion Rate ASTM C 603 250 a/min Flow,Sag,ASTM C 639 <0.2 Siumo As Cured 21 days at 75&F and 50%RH Durometer ASTM C 661 40 Hardness IShore Al Ultimate Tensile ASTM C 1135 190 psi Strenalh Ultimate ASTM C 1135 500% Elonoation Peel Strenath ASTMC 794 400li Tensile ASTM C 1135 45 PSI @ 25%Extension Adhesion 60 osi @ 50%Extension Joint Movement ASTM C 1135 100%Extension Capabilities -50%Compression Tear Strength ASTM 062.80 ppi (O;e B) Siainina ASTM C 1246 None on concrete and aranile. 2.Approved Products: a.Dow Corning 791 Silicone Building Sealant;Dow Corning Corporation. b.Or Approved Equiv~lent submitted in accordance with the procedures outlined in Section 01630. 019}O -I }()()}J7.10 $ellfnnu find CnuW,,&••PulnlQ PllIch Club c.Single component,medium modulus,neutral cure silicone sealant complying with ASTM Specification C 920,Type S.Grade NS,Class 25.Use NT,M,G.A and O. 1.Physical Properties Requirements: PrODertv Test Standard I Results As SUQclied Tack Free Time ASTMC679 3 Hours /il)77°F CurinQ Time ASTM C679 7-14 Da"""nOF Full Adhesion ASTMC 679 7-14Da nOF Flow,Sag,ASTM C 639 None Slume Work Time Pecora Corooralion 20 Minutes to)7]OF As Cured {7 davs at 7rF and 50%RHI Ourometer ASTM D 2240 27 Hardness Tensile Strength ASTM 0412 50 psi @1OO% Elonaafion Ullimate Tensile ASTM D 412 225 psi Strenath Ultimate ASTM D412 550% Elonaalion As Cured {7 days at nOF and 50%RHl Peel Strenath ASTM C 794 30 ali Tear Strenath ASTM D 624 400li Joint Movement ASTM C 719 50%Extension Caoabilities -50%Comoression 2.Approved Products: a.Pecora 895 Silicone Building Sealant;Pecora Corporation. b.Or Approved Equivalent submitted in accordance with the procedures oullined in Section 01630. 2.3 RELATED MATERIALS: A.EIFS Primer: 1.Approved Products: a.Dow Corning 1200 Prime Coal;Dow Corning Corporation. b.Pecora P-64 Primer,Pecora Corporation. c.Or Approved Equivalent submitted in accordance with the procedures outlined in Section 01630. B.Metal,Wood,Glass and Painted Surface Primer:Field sealant tests shall be performed to verify priming requirements. Approved Products: a.Dow Corning 1200 Prime Coat Dow Coming Corporalion. b.Pecora P-120 Primer,Pecora Corporation. Glf[nnJ fncorpOl"n/tff 07910 -J 2002J7.10 S(!olonlJ nruf Coullting ••PotMo PMch crub c.Or Approved Equivalent submitted in accordance with the procedures outrined in Section 01630. C.Backer Rod:Round,closed cell,polyethylene backer rod size.oversized 25%larger than the sealant joint,complying with ASTM D 1057. D.Bond Breaker Tape:Polyethylene tape. E.Joint Cleaners:As recommended by the sealant manufacturer. 2.4 SEALANT SCHEDULE: A.EIFS to EIFS Joints: 1.Dow Coming Corporation Products: a.EIFS Primer:Dow Coming 1200 Prime Coat. b.Sealanl:Dow Coming 790 Silicone Building sealant. 2.Pecora Corporation Products: a.EIFS Primer:Pecora P-64 Primer. b.Sealant:Pecora 890 Architectural Silicone Sealant. B.Painted Wood to Painted Wood Joints: 1.Dow Coming Corporation Products: a.Painted Wood Primer:Dow Coming 1200 Prime Coat (Required use to be confirmed through field sealant adhesion testing). b.Sealant:Dow Corning 790 Silicone Building Sealant. 2.Pecora Corporation Products: a.Painted Wood Primer:Pecora P-120 Primer (Required use to be confirmed througtl field sealant adhesion lesting). b.Sealant:Pecora 890 Architectural Silicone Sealant. C.EIFS to Painled Wood. 1.Dow Corning Corporation Products: a.El FS Primer:Dow Corning 1200 Prime Coal. b.Painted Wood Primer:Dow Corning 1200 Prime Coat (Required use to be confirmed through field sealant adhesion testing). c.Sealant:Dow Corning 791 Silicone Building Sealant. 2.Pecora Corporation Products: a EIFS Primer:Pecora P-64 Primer. b.Painted Wood Primer:Pecora P·120 Primer (ReqUIred use to be confirmed through field sealant adhesion testing). c Sealant:Pecora 890 Architectural Silicone Sealant. DElFS 10 Metal: GilloM lflcorpo'Qlrtl 07'110-IS ](}()1J7.JO $cflfuftls (I/'ld Call1Hllg ••POll/If}Pmdl Club 1.Dow Corning Corporation Products: a.EIFS Primer:Dow Corning 1200 Prime Coat. b.Metal Primer:Dow Coming 1200 Prime Coat (Required use to be confirmed through field sealant adhesion testing). c.Sealant:Dow Corning 791 Silicone Building Sealant. 2.Pecora Corporation Products: a.EIFS Primer:Pecora P-64 Primer. b.Melal Primer:Pecora P·120 Primer (Required use to be confirmed through field sealant adhesion testing). c.Sealant Pecora 890 Architectural Silicone Sealant. E.Sealing of Joints in Sheet Metal Flashings: 1.Approved Products: 8.Dow Corning 791 Silicone Building Searant;Dow Corning Corporation. b.Pecora 890 Architectural Silicone Sealant;Pecora Corporation. PART THREE -EXECUTION 3.1 EXAMINATION: A.Verify thaI substrate surfaces and joint openings are ready to receive work. B.Commencement of work indicates that Ihe substrales have been approved and are ready 10 receive the sealant application. 3.2 SUBSTRATE PREPARATION: A.Clean all joints and glazing areas by removal of foreign matter and contaminants such as oil.dust.grease.frost,water.surface dirt.loose paint.old sealants or glazing compounds and any protective coatings. B.Metal.glass and prastic surfaces shall be cleaned by solvent procedure or by mechanical means.Soap or detergent and water cleaning is not permilled.In all cases where used, sorvents shouldbe wiped on and off with a clean,oil and lint free cloth. c.Do not use alcohols as they inhibit the sealant cure. D.Cleaning of all surfaces shall be completed on the dame day on which the sealant is applied. 3.3 PRIMING: A.Primers shall be applied on the substrate materials to receive the sealant joint in accordance with the manufacturer's recommendations,the sealant schedule above.and by field adhesion tesling. B.lnslall required primers in accordance with the manufacturer's instructions. 3.4 MASKING: Gllfrrll$/Il(o'portlrM 07910 _1 1()()lj7.10 ••Potnlo Pntr;Jr allb A.Areas adjacent to searant joints shall be masked 10 ensure neal sealanllines. B.Do nol allow masking tape to louch the clean surfaces on which the sealant is 10 adhere. c.Upon completion of sealant tooling,immediately remove the masking. D.It is imperative that uncured silicone sealants do not come in contact with non-abradable surfaces such as polished granites,melal or glass.Because excess silicone sealant cannot be completely removed with organic or chlorinated solvents.these surfaces must be masked or extreme care must be taken to prevent any silicone sealant from contacting them during sealant application.Once an uncured silicone sealant is allowed to contact the surface.it will be difficult 10 completely remove. E.In cases where uncured sealanl is inadvertenUy applied to adjacent surfaces,the sealant should be cleaned while still uncured,using a commercial solvent such a xylol,toluol or methyl ethyl ketone (MEK). 3.5 INSTALLATION: A.Joint Design: 1.A thin bead of silicone sealant will accommodate more movemenlthan a lhick bead of sealant.Sealant should be no thicker than 318",and no thinner than 118". A joint width to sealant depth ratio of 2:1 shall be maintained. 2.Sealant joints indusive of a backer rod shall be 1/2"wide,with a tolerance of t1l8". B.Joint Backing: 1.Upon application of required primers.install backer rod to a deplh (0 create the proper joint size and configuration. C.Bond Breaker: 1.Where required,install bond breaker tape in accordance with the manufacturer's instructions. O.Searant Applic<Jtion: 1.Sealant shall be applied in a continuous operation,using sufficient pressure 10 fill the joint and make complete contact 10 the joint sides. 2.Tool or strike lhe applied sealant with light pressure 10 spread the sealant against the back·up material and joint surfaces. 3.Use a tool with a concave profile to create the proper sealant profile. 4.The work time (initial skin)is approximately 10 to 20 minutes at nGF at 50% relative humidity. 3.6 CLEANING: A.Remove maskIng immediately after joints have been tooled. B.In cases where uncured sealant is inadvertently applied to adjacent surfaces,the sealant should be cleaned ,..mile still uncured,using a commercial solvent such a xylol,toluol or methyl ethyl ketone (MEK). 01910·8 l001J1/0 Sell/tln!J (lnd Ctwlkillg ••PotlllO Pmch ell'/' C.Upon completion of the work of this section,promptly remove from the job site all debris, empty containers and surplus material. 3.7 PROTECTION: A.Protect all work finished in accordance with the provisions of Section 01500. B.Protect sealant joints unlit fuJty cured. 3.8 INSPECTION: A.For aU sealant joints to EIFS,lhe sealant contractor shall verify in writing 10 the Owner thai they have inspected aU sealant joints to EIFS,and lhatthey are properly installed and watertight upon completion of work. END OF SECTION Gillnuslncorpornled 07910 -9 1002J710 V'lI'Skylighl$ PART ONE -GENERAL • DIVISION 8 SECTION 08620 UNIT SKYLIGHTS •p()/tIt()P'lIcn Club 1.1 SECTION INCLUOES, A.Installation of new skylight curbs and replacement of all existing skylights. 1.2 REFERENCES: A.Aluminum Association (AA): 1.Specifications for Aluminum Structures. B.American Architectural Manufacturers Association (AAMA): 1.AAMA 603.8 -Performance Requirements and Test Procedures for Pigmented Organic Coatings on Extruded Aluminum. 2.AAMA 605.2 -Specifications for High Pertormance Organic Coatings on Architectural Extrusions and Panels. 3.AAMA 606.1 -Voluntary Guide Specification and Inspection Methods for Integral Color Anodic Finishes for Architectural Aluminum. 4.AAMA 607.1 -Voluntary Guide Specifications and Inspeclion Methods for Clear Anodize Finishes for Architectural Aluminum. 5.AAMA 1605.1 -Voluntary Standard Uniform Load Test Procedure for Plastic Glazed Skylights by Uniform Stat1c Air Pressure Difference. C.American Society for Testing and Materials (ASTM): 1.ASTM D 4802 -Specification for Poly (Methyl Methacrylate)Acrylic Plastic Sheet. 2.ASTM E 283 -Test Method for Rate of Air Leakage through Exterior Windows, Curtain walls and Doors by Uniform Static Air Pressure Difference. 3.ASTM E 330 -Test Method for Structural Performance of Exterior Windows, Curtain Walts,and Doors by Uniform Static Air Pressure Difference. 4.ASTM E 331 -Test Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Uniform Static Air Pressure Difference. D.Insulating Glass Certification Council (IGCC): 1.Classification of Insulating Glass Units. E.National Roofing Contractors Association (NRCA): 1 NRCA Roofing and Waterproofing Manual,4 1h Edition. 1.3 SYSTEM DESCRIPTION, A.A complete skylight assembly that is weather tight and air tight conforming to the performance requirements of Ihis section. B.Performance Requirements: GiJ/tlrl$llIcorpor(l(OO 08610·I 100257 IV Iinil St)'/igllls ••PtJffl/O P(l/rh Club 1.Structural Members shall be of sufficient size to support dead and live loads, including a 75 psf snow loading. 2.Deflection of the skylight framing members shall not exceed U174 when subjected to a uniform load deflection test in accordance with ASTM E 330,and per the above specified loads. 3.No water penetration shall occur when the system is tested in accordance with ASTM E 331.Water penetration is defined as the appearance of uncontrolled water other than condensation on the interior surface of any part of the skylight. 4.Air infiltration through the skylights assembly when tested in accordance with ASTM E 263 shall not exceed 0.06 cubic feet per minute per square foot of fixed area. 5.Skylight assembly shall be so designed and anchored that there will be no objectfonable distortion or stresses in fastening and joinery due to expansion and contraction when subject to temperature variance. 1.4 SUBMITTALS: A.Submit manufacturer's product data and recommendations for the entire system, including installation and cleaning. B.Submit shop drawings for approval prior to fabrication.Include details for framing members,glazing materials,sealants,fasteners,anchors and thickness and types of f()(med flashing and closures. 1.5 QUALfTY ASSURANCE: A.Manufacturer: 1.Unit skylights shall be manufactured by a firm with a minimum of 10 years of practical experience in the fabrication and installation of the type of unit skylights detailed in this specification. 1.6 DELIVERY,STORAGE AND HANDLING: A.Deliver materials and products in labeled packages.Store and handle in strict compliance with the manufacturer's instructions and recommendations.Protect from damage from sunlight,weather,excessive temperatures and construction operations. B.00 not store skylights with the protective covering on the domes in the sun.The plastic covering should be removed as soon as possible. 1.7 SEQUENCING AND SCHEDULING: A.Coordination installation of skylights with Ihe work associated with other trades. 1.8 WARRANTY: A.Installer's Warranty:The installer shall provide a written one year materials and workmanship warranty. B.Manufacturer's Warranty:Provide wotten ten year materials warranty for project. PART TWO -PROOUCTS 2.1 APPROVED MANUFACTURERS; eill/nlu Inrorptl,,,,'rr/OS61()·1 1001j1 JO ••POIII/Q "(1tel,Cluu A.American Skylights:7451 Dogwood Park.Fort Worth.TX 76118;Phone:800-772-7401, Fax:817-589·5959. B.Brislolite Skylights:401 East Goetz Avenue,Santa Ana,CA 92707;Phone:800-854- 8618,Fax:714-540-5415. C.TriSlarl Skylights:3100 South Susan Street,Santa Ana,CA 92704;Phone:800-609- 9995.Fax:888-404·7960. D.Manufacturers of Approved Equivalent products submilled in compliance with Section 01630. 2.2 UNIT SKYLIGHTS: A.Unit Skylights shall be curb mounted,double domed.thennatly broken,factory assembled unit consisting of a continuous cast acrylic dome.O.065~extruded aluminum frame and 0.060"extruded aluminum dome retaining cap. 1.The skylight shall have in integral condensation gutter with weep hotes. 2.The outer dome color shall be clear,and the inlerior dome color shall be bronze. 3.The frame finish shalt be anodized aluminum. 4.The size shall accommodate a rough opening approximately 22·1/4"x 72". 5.Skylight shalt be able 10 resist a snow load at 75 pst. 6.Approved Products: .' a. b. c. d. Model TCM 2270,American Skylights; Alumalitc Model ALT-CM 2272,Bristolite Skylights: Model 2272 S·CM,TriStar Skylights; Or Approved Equivalent submilled in accordance with the procedures outlined in Section 01630. PART THREE EXECUTION 3.1 EXAMINATION: A.Take field dimensions and examine conditions of substrates,supports and other conditions under which this work is to be performed and notify the Engineer,in wriling,or circumstances detrimental to the proper completion of the work.Do not proceed until unsatisfactory conditions are corrected. 3.2 PREPARATION: A.Aluminum surfaces in contact with masonry,concrete or dissimilar materials if not organically coated,shall be given a heavy coat of zinc chromate or bituminous paint. 3.3 INSTALLATION: A.The installation shall comply with the manufacturer's pUblished installation instructions. B.Match the profiles,sizes and spacing indicated on the approved shop drawings. c.Install skylights pllJmb,true and without warping or racking of panels. D.Anchor skylight in strict accordance with the approved shop drawings. 08610 -j JOO1H,10 Unit SAyligllts ••POltrlO Pmcll Club 3.4 ADJUSTING.CLEANING AND PROTECTION: A After installation,remove shipping labels and part number markings from components. 00 no remove ~Risk of Fan"label from units. B.Clean all exposed surfaces including metal and glazing using non-abrasive materials and melhods recommended by the manufacturer of the malerial or product being deaned. Remove and replace wol1<that cannol be successfully cleaned. END OF SECTION Gil/nits IIf,orpo'QI~d 03610·~1(J()}j710 l.,m i'riL!:It:r:.AI-\.An'h'll',- \\,W"m F.Pit,c..'AIChillH I 'l<~"'.il'R 0...Bo'.~,\r,:h,j(r 51.'1'1>",0""r,·d'f(.-h",."....,lInt :),1'";;;1 B<l ,...(h...I ...h ~"OlOr ,:!u 'lC ".IIU.." FRITZLEN P'RCE ARCHITECTS VAil.COlORADO SECTION 09912·PAINTING (PROFESSIONAL LINE PRODUCTS) GENERAL 1.1 SUMJ\ttARY A.This Section indlldes surface preparation and field painting of exposed exterior items ilnd surfaces. 1.2 SUBMtTIALS A.Samples:ror each type of finish-coat material indicated. B.Provide receipts for purchase of polint to verify application at manufacturer'S recummended applicdtion rate for number of coats indiCdted herein. 1.3 QUALITY ASSURANCE A.Benchmark Samples (Mockups):Provide a fuJI-coat benchm.lfk finish S<lmpte for each type of cuating and substrdte required.Comply with procedures specified in PI.)G\P5. 1.Wall Surfaces:Provide 5O:Irnpies on at least 100 sq.ft.of each srhcme indicated,in locations selected by the Arl.hilecl. 2.Fin.11 approval of colors will be from benchmark s'-lmples. 1.4 PROJECT CONDITIONS A.Store materials nol in use in lightly covered containers in a well-ventilated area at a minimum ambienl temperature of 45 deg F.Mainttin storage con tamers in a dean condition,free of foreign materials and residue. B.Apply waterborne paints only when temperatures of surfaces to be !Minted and surrounding air are between 50 and 90 rtcg F. C Apply solvent-thinned paints only wilen temperatures of surfaces to be p.-linrcd and surrounding air are between 45 and 95 deg F. D.Do not apply paint in snow,r<l.in,fog,or mist;or when relative humidity exceeds 85 percent;or al temperatures less than 5 deg F above the dew point;or 10 damp or wet surfaces. IFRITZLEN 1,-.11 H Vi,\,I ~r .. PIERCE \.111 -,I.hk:l,'>1" +'-t:·j ~r 1"'" ,~.,·i.''t\I, ••,.,,'...""1<+""\>I" • 1.5 EXTRA MATERIALS •FRITZLEN PIERCE ARCHITECTS VAIL,COlORADO A.Furnish extra p,lin!materials from the 50lmc production run as the materials <lpplied 3mJ in the quantitiN described below.Pilckage with protective covering for storage and identify with labels describing contents.Deliver extr.l malcri"ls to Owner. 1.QU<lnlity:5 gallons,as appropriate,of each material and color applied. PRODUCTS 1.6 MANUFACTURERS A.Products:Subjecllo compliance with requirements,provide one of the products listed in other Part 2 articles. B.Manufacturers'Names:Shortened versions (shown in parentheses)of the following manufacturers'names Me used ill other P<lrt 2 articles: 1.Benjamin Moore &Co.(Benjamin Moore). 2.Coronado Paint Camp,10Y (Coronado). J.10 Dulux Paint Centers (IC!Oulux Paints). 4.Kelly-Moore Paint Co.(Kelly-Moore). 5.PPC Industries.Inc.(Pittsburgh Paints). 6.Sherwin-Williams Co.(She"vin-Williams). 1.7 PAINT MAHRIALS,GENERAL A.Material Compatibility:Provide hlock filters.prirners,and finish-coal materials that arc compatible with olle another and with the substrates indicated under conditions of service <lncl application,as demonstrated by lI1;mtlfacturer based on testing and field experience. B.Material Quality:Provide manufacturer's best-quality paint material of the variow.coaling types speCIfied that are factory formulated and recommended by manufacturer for application Indicated.Paint-mmerial containers not displaying Illolnufacturer's product identification will not he acceptable. C.Colors:As SC'lcded from manufacturer's full range. '.8 PREPARATORY COATS A.Exterior Primer:Exterior alkyd or lalex-bnsed primer of fini~h coat manufacturer and recommended in writing by m,lIluf<lcturer for usc with finish coal ,md on substrate indicated. IfRITZLENI II,,13<'','••1_1 .••,.,.J "',bd I."~·I.",I·'"., ~-.~......\.........•• • 1.9 EXTERIOR FINISH COATS A.Exterior Flat Acrylic Paint: FRITZLEN P'RCE ARCHITECTS VAll,COLORADO I.Benjamin Moore;Moorcrafl Super Spec Flat latex House Paint No.171. 2.Coronado;8-line Supreme Acrylic Latex Flal 3.ICllJulux Paints;2200-XXXX Dulux Professional Exterior 100 PC'rccnt Acrylic Flal Finish. 'I.Kelly-Moore;1205 Color Shield bcterior Flat Acrylic House Pailll. 'i.Pittsburgh Paints;6-600 Series SpeedHide Exterior House Paint Flat latex. 6.Sherwin-Williams;A-1OO Extt!riur L.lLex F1al House &Trim Painl AG Series. EXECUTION 1 .10 APPLICAliON A.Comply with prOl.eLlures specified in POCA P4 for inspection and acceptance of surfaces . 10 be painted.. B.Coordination of Work:RCI.'IC\\I other Sections in which primers are provided 10 ensure coml)"tihitity of the total system for various substrates.On request.fumish inform.,tion on ch<Jraetenstics of finish materials 10 ensure use of compatible primers. C Remove haIClware and hardw.ue Jl.:l.:cssories,plales,machined surfaces,lighting fixtures, and similar items ,,!ready installed that are nol to be painted.If removal is impractical or impossible bccilusc of size or weight of the item,provide surface-applieu fJrotectiul1 IJeforc SUrf,10"preparation and painting. 1.After completing painting operations in each space or area,reinstOlU items removed (coordinate with uivision 16)using workers skilled in the trildcs involved. D.Surface Prep.,ral;on:Clean and prepare surfaces to be painted according to manufadurers writlen instructions for each particular substrate condition and 35 specified. 1.Provide barrier coats over incompatible primers or remove and rcprime. 2.Cementilious Materials:Remove efflorescence,chalk.dust,dirt,grease,oils,and relea~e agents.Roughen as required to remove glaze.If hardeners or sealers have been used to improve curing.use met:hanical methods of surlacc preparalion. 3.Wood:Clean surfaces of dirt,oil,;md other foreign substances with scrapers, minerai spirits,and sandpaper.as required.Sand surfaces exposed 10 view smooth and dust off. FRill-LEN llJ.'f'l\\1""1 ~.~'''C-l. PIERCE \'~i'C'..,,!~l'. r '!.'i -II I.;'.~ f '17('·1-1 01",:<'",.1.,1,((.............\\....,.. ••FRITZLEN PIERCE ARCHITECTS Vl\Il,COlORADO a.Scmpc and de.1II small,dry,seasoned knots,and apply a thin coat of white shellac or olher recommended knot sealer before applying primer.After priming.fill holes and imperfections in finish surfaces with puuy or plastic wood filler.Santi smooth when dried. 4.Ferrous Metals:Clean ungalvanized ferrous.-metal surfaces that Nave not been shop cooted;remove oil,grease,dirt,loose milt scale.and other {oreign substances.Use solvent or mechanical cleaning methods that comply \'lith SSPCs recommendations. NEW COPPER [lASHING,DOWNSPOUTS AND GUTI[RS ARE NOT TO BE PAINTED. 5.Gatvanized Surfaces:Clean galvanized surfaces with non-petroleum based solvents so surface is free of oil and surface contaminants.Remove pretreatment from galvanized sheet melal fabricated from coil stock ~mechanicall1'lcthods. E.Matenal Prepar''lllon: 1.MaintalR containers used in mixing and applying paint in a dean conc1ition,free of foreign materials and residue. 2.Stir malerial before applic.;lIion 10 produce:1 mixture of uniform density.Stir as required during <lpplication.Do nol stir surl<lcr film into material.If necessary, remov('surlacc film and strain material before using. f.Exposed Surfaces:Indude are<lS visible when permanent or built-in fixtures,grilles, convector covers,covers for finned-lube radiation,and similM components are in pl<lce. Extend co;ltings in these Mcas,as rNluirrd,to maintain system integrity and provide ncsired protcclion. 1.Pain,surf<lces behind movable equipment ,lOn furniture the same as similar exposed surfaces.l3efor~final installation of equipment,paint surfaces hchind permanently fixed equipment or furniture with prime coat only. 2.Paint b,lck sides of access pancls <Inri removable or hinged covers to match exposed surfaces. G.Scheduling Painting:Apply fir-a coat Lo surfaces that have been dCilnerl,rretrc<lted,or otherwise prepared for p<linling as soon as practicable after preparation and before subsequent surface deterioration. 1.If undercoats,stains,or other conditions show through final coot of paint,apply additional coats until paint film is of uniform finish,color,and appearance. H.Application Procedures:Apply paints and cootings by brush,miler,Spfdy,or vther appliC<ltors according to ffi<lnufaClurer's wriuen instluaions. FlUTZlEN "j .l ,.(\'.1 \'I .' PIERCE .I ••f,1,•~ •""."-. ",., .1.1....,t.,..._.......,I!'~"" •FRITZLEN P'RCE ARCHITECTS VAll.COLORADO l.Minimum Coating 1 hickness:Apply paint malerials no IhinnPr than m..mufacturer's recommended spreal.ling rate.Provide 101;)1 dry film thICkness of the entire system <IS recommended by manufacturer. J.Pigmented (Opaque)Finishes:Completely eO\ler surfaces as necessary to provide a smooth,op.lque surface of ulli(UIIIl finish,color,appcar.lnce,"nd cover.lge.Cloudiness, spolling,holidays,laps,brush marks,runs,sags,ropiness,or olher surface imperfections will flot he acceptable. 1.1"1 CLEANING AND PROTECTING A.At the end of each workday,remove empty cans,rags,rubbish,and other disG.lfded paint m.nerials from Project sileo B.l'rOlecl work of other lrddes,whether being painted or noL,<Igaill5t damage from painting. Correct damage by cleanmg,repaIring or replacing,and rep,1inting.as approved by Architect. C.Provide Wet Paint-signs to protect newly painted finishes.After completing 1Jo1inting operations,remove tempor.Jry protective wrappings prOVided by others to protect their work. 1.Arter work of other trades IS complete.touch up anu restore dam.1grd or defaced painted surfaces.Comply with procedures spedfied in PDCA Pl. 1.12 EXTERIOR PAINT SCHEDULE A.Conc:rCI~,EIFS and Stucco: 1.Acrylic Finish:Two finish coats over a primer. a.Primer:Exterior concrete and masonry primer. IJ.Finish Coats:[xU'rior flat acrylic painl B.Wood, 1.Acrylic Finish:Two finish C0.:1ts o\'er a primer. a.Primer:Exterior .....'0()(1 primer for aCI)'lic enamels, b.Finish Coats:Exterior flat acrylic paint c.Decks,per attached schedule,only existing painted decks to receive new paint FRtTZLEN i"rJfJ,IV,ll\lr!<~I'n'F,)i,I!,:' PIF.RCF \',1{',','./".,.<,' F'.,-Jol'i>(,'~~ I '/'Il..l-f.,~"l'.11 l ·"i,~,.";I,,,I'II"I', ."~"""'N.·\·;'I·,th",,,",,'1' • C.Aluminum: •FRITZLEN PIERCE ARCHITECTS VAil,COLORADO 1.Acrylic-Enamel Finish:Two finish coats over a primer. a.Primer;Exterior aluminum primer under acrylic finishes. b.Finish Coat~:Exterior semi glos5 acrylic enamel. D.Paint 1.Scheme A a.Stucco: b.Siding: r:.Fascia Trim (Copper Roofing): d.Fascia Trim (pM Roofing): e.Decks (per schedule)'" f.Garage Doors 2.Scheme B a.Stucco: u.Siding: c.Fascia Trim (Copper Roofing): d.Fascia Trim (pM Roofing): e.Decks (per schedule)"+- f.Garage Doors .oRe:0"1230 ALTERNATES for further information, Benjamin Moor City loft Benjamin Moolc Grid Gray Benjamin Moore Griffon Gray Benjamin Moore Cranbrook Benjamin Moore Grid Cray Benjamin Moore Grid Gray Benjamin Moor M<lison Blanche Benjamin MOOre Bedouin Beige Benjamin MOOre Griffon Gray .'Benjamin Moore Cranbrook Benjamin Moore Ae<louin I3ei~ Benjamin Moore Bedoum Beige E.Zinc-Coated Metal: 1.Acrylic Finish:T....,o finish coals over .1 galvanized metal primer. a.Primef;Exterior galvanized metal primer. b.Finish Coats:Exterior low~lustcr acrylic paint The Association will determine whether to adopt Scheme A,Scheme B or a combination of Schcm~ prior to execution of this portion o(the work.This information will be issued <IS soon as it becomes available. END OF SECTION 09912 FRITZLEN It ,'t 1.,'1 \',li,\['\Dr:>••~;!llnr:.....':.-1 PIERCE \·U!.',''',,,1,,1111- f>,:",~r,,1~;;.1,·\,::: f,":,..I-r,01'1" "f-,:c,...."l.".-I'd':':--'O'~'_·.w..........\'.'0'..."ie.':!!I"'·),ti ,e~\n~"I ,~.,"~..;,, \',I.'"I ~'".\r;hk'f'! 1 Ji:11"~\"'{"<1 ~,-'.-"\'c il • 1\''.\.:"11 I ,'~'1 ".\1"~~.r SECTION 0993 I-EXTERIOR WOOD STAINS GENERAL FRITZLEN P'RCE ARCHITECTS VAlL,COlORAlX> ·' 1.1 1.2 1.3 1.4 1S A. B. A. A. A. B. c. SUMMARY This $c<lion incluc1es surface prep.tralion and the application of stain to exterior wood surface'S. RE:01230 Alternates for work included in this sectIon. SUBMrITAL5 5amplt.>s:For eath color and stain material to be applied,with texture to simulate actual conditions,on representative Samples of actual substrates. 1.Woorl 1)C'c:k Stain:Provide 8-by lO-inch Samples. QUAUTY ASSURANCE A('nchmark Samples (Mockups):Provic.Je a full-coal benduna.k finish sample for each type of stain and substrate required.Comply with procedures specified in POCA P5. Duplicate finish of approved sample Submittals. 1.Small Areas and Items:Archilccl will design.He items or areas re<luired. 2.Final approval of colors will be from hcnchmmk ~amples. PROJECT CONDITIONS Store millerijl!s nut in use in lightly covered containers in a well-ventilated area at a minimum ambif'nt temperature of 45 deg F.Maintain storage containers in a clean condition,free of foreign materials and residue. Apply ~tains only when tempel7ltures of surfaces 10 be stained and tnc surrounding aIr are bet\veen 4S deg F and 90 deg F for oil-based stain,or between 50 deg F and 90 deg F for lalex-based stilin. 00 nol apply stain in snow,rain,fog.or mist;when reliltive humidity exceeds 85 pcrrent; when tcmpcmtures are less than 5 deg F above the dew point;or to damp or wet surfaces. ExrRA MATERIALS FA;ITZlEN rl[A;C[ ., 1_1.-1_." ••FRITZLEN PIERCE ARCHITECTS VAIL,COLORADO A.furnish extra stdin materials from the So.lmc production mil as the materials applied and in quantities described below.Package with protecti....e covering for storage and identify with labels describing contents.Deliver extra malerials 10 CAvner. 1.QuantIty:5 percent,but not less than 1 gal.or 1 case,as appropriate,of each material and color applied. PRODUCTS 1.6 1.7 1.8 A 8. A. B. c. A MANUFACTURERS Products:Subjed 10 compliance with requirements,provide one of the products named in other Part 2 articles. Manufa<..1.urers'ames:Shortened versions (shown in parentheses)of the following manufacturers'names are used in other Part 2 articles: 1.Acnjamin Moore &Co.(Benjamin Moore). 2.Coronado Paml Company <Coronado), 3.10 Oulux Paint Centers !lCI Dulux Paints). 4.$,lIlluel Cabot,Inc.(Samuel COIboO. EXTERIOR WOOD STAIN MAfERI/\LS,GENERAL Material Compalibilily:Provide primers and finish-coal materials that Me compatible wilh onc ;mothcr and with the substrates imJicaleu unuer conditions of service and application, as demonstrated by manufacturer hased on 1'C!\ling anrl field l'xpericncc. Slain-Material QUillity:Provide m<lnufaclurcr's besl-clllality sl,lin material of Ihe various slain types spedfie<J that arc factory formulated ,In<l recommended by manufacturer for application indicated.Stain-material containers nOl displaying manufacturer's product idenlification will nol he <lcccptilblc. Colols:As selected from manufacturer'sfull range. EXTERIOR WOOD STAIN I'KODUCIS Woo<!Deck, 1.Benjamin Moore:Moorwood Deck Stain No.079. 2.Coronado:195 line Nordik Semi-Transparent Deck Stain &wood Protector. J.10 Dulux Pamts:2900-XXXX Wood pride Exterior Sotventoorne N.ltur.J1 Woodtones Dedc/Srding Fimsh. •FRITZLEN tRCE ARCHITECTS VAlL.COlORADO 4.Samuel Cabot:Decking Sl<Iin5 1400/7400 Seri~. EXECUTION 1.9 A. B. APPLICAliON Comply with procedures specified in f1UCA 1"4 for inspection and ;'lcccptancc of sulfaces to be stJined. Kcmove hardware and hardware ac(;(~ssorics,platcs,machined surfaces,lighting fixtures, and similar items alrcildy installed thaI arc not to be stained.If removal is impradiCilJ or impossible because of size or weight of item,provide surface·applied protection before <;url,lce preparation and staining_ 1.After completing staining operations.rcinstlll il{'lnS removed using workers skilled in trades involved. 1.10 C.$urfat:e Preparation:Clean and pr('p.1r('surfaces to be stained according 10 manufacturer's written IOstmctlons for each particular substrate condilion and as specified.Allow unseasoned or shiny new wood to weather three months before staining. D.MIXing:Stir stain thoroughly before applying and frequently during application to maintlin color consistency.Maintain conlainers used In mixing and application in a clean condition,free uf foreign materials and residue. E.Minimum Spreading Rate:Apply slain al manufacturer's recommended spreading rate to ensure proper penelration.Use .1pplJcators and techniques best suited for substrate and type of stain material being applied. F.Protect work of other trddes,whether being staincrl or not,against damage from staining. Com::Cl t1amagl:!by cleaning.repairing or replaCIng,and restaining as appruved by Architect. G.Provide "Wet Painr signs to protect newly Slainetl finishes.After completing staining operations,remove temporary protective wrappings prOVided by other!;to protect their work 1.After work of other trades is complete,touch up ;mtl restore damaged or defaced stained surfaces.Comply with procedures specified in PDCA Pl. EXTERIOR WOOD STAIN SClI[DUl[ A.Wood Decks,Fences,and Screens:Provide the folloWing: fRI rZl[N '::.;(1 £J,I \J'\"1 I.~'"\".r.·'"..~. PIERCE \.,,1.,",,:,"I>." ~."'~l\1'[·,,"1' "l;I f.1".1 '11>"~'.1'h,I,"I."'''I ........,...••.••,••','H(~l'11 FRITZLEN PIERCE • 1.Wood Deck Stain:Two coats. END OF SECTION 09931 I E5Ct [.h{V·~;!V.J\'~Dr :·A\.P.~l!iri(:~~:'C ~I. V,iil.C(l ~nl ,,,J-..~,'-i.~'-:':- p 9;')·i ~b t;3-;::; F;·)7ll.·J;f:·~~iL! •FRITZLEN PIERCE ARCHITECTS VAIL,COLORADO ~n'fr'l ..k \l\..\r,h·l,.l e \',;.ror I~t.«·._\r:h;hll 1h ".f(r"'.""Il k'I ~,pi';r ,'1,....'\·\lrll1 ',l>1 ".\':':'.I ","..II 3'H'''','1.'.•, SECTION 104)1 -SIGNS GENERAL 1,1 SUMMARY FRITZLEN ptRCE ARCHITECTS VAIL COlORl.OO A,This Section includes the following: 1.Dimensional characters (letters and numbers)for exterior use. 2.Signagc accessories, 1.2 SUI3MIITALS A.Samples:For each sign matcrial indic<lfed th<lt involves color selection, '1.3 QUAUlY ASSURANCE A,Regulatory Re<luirements:Comply with the Americans .....ith Disabilities Act Y'DA}and with code provisions as adopted by authoflties having jurisdiction.' PRODUCTS 1.4 MANUFACTURERS A.In other Part 2 olftides where titles below introduce lisls,the following requirements apply for product selection: 1.Manuf"durcrs:Subjoo to compliance .....ith requirements,provide products by the manufacturers specified. 1.5 DIMENSIONAL CHARACTERS A.Available Manufat..1urers: 1,Amerrcan Crnphics Inc. 2.A.R.K.Ramos. 3,ASI Sign Systems,Inc. 4.Charleston Industrics,Inc. 5.Gemini Incorporated. 6.Crimm,tnc. 7.Innerface Sign Systems,Inc. 'fRITZlEN PI [It C [ ,tJI'-,\V,l' r,....J..1.', ,... • 8.K<lhech Industries Group,Inc. 9.Met'll Arts;Div.of l&H Mfg. 10,Mills Manufacturing,Inc_ 11,Mohawk Sign Systems. 12.Signature Sign Signs,Inc. ll.Southwell Co.(The). •FRITZLEN PIERCE ARCHITECTS VAil,COlORADO B.Cast Characters:Form individuallenel"i and numbers by casting.Produce characters with smooth nat faces,sharp comers,and precisely formed lines and profiles,free from pits, scale,~,nd holes,and other defects.Cast lugs into back of characters and tap to recei\'e threaded mounting studs,Comply with requirements indicated for finish,style,and size, 1.Material:Bronze. 2.Character Height:10 Inches J.Ch<lr.1cter Style:Palatino 1.6 ACC(SSORIES A.Mounting Methods:Use cum.:ealed fasteners fabricated from materi;als that are not corrosive to sign material and mounting surface. B.Anchors and Inserts:Provide nonferrous-metal or hot-dip galvanized anchors and inserts for exterior inst;allatiOllS and l;'lsewhere as required for corrosion resistance,Use toothed sleel or lead eXjJ<insion-lJOlt uevices for drilled-in-place anchors.furnish inserts,<lS required,to be scI into concrete or masonry work. 1.7 COPPER-AllOY FINISHES A.Cast-Bronle ChM,1ctcr rinishes:Manufacturer's standard satin finish with exposed surfaces free from porosity,burrs,and rough spots;with returns finisheu with fine-grain air blast. 'I.fini.!,h:600xid ize ~ronze EXECUTION 1.8 INSrAlLA nON A.Gener.lt:locate signs and accessories where indiGltrd,ll'iing mounting methods of types cicscribcd and in compliance with manufacturer's written instructions. fRITZLfN PI(RCE f I h ..,.,r :. •FRITZLEN tfRCE ARCHITECTS VAil,COlORADO 1.Install signs level.plumb,and at heights indicated,wilh sign surfaces free from distortion and other defects in appearance. B.Dimensional Chnracters:Mount characters using stcllldard fastening methods recommended in writing by manufacturer for character form,typP.of mounting,\Vall construction,and condition of exposure indicated.Provide heavy paper template 10 establish character sp.ldng and to locale holes for fasteners. 1.Projccfcn Mounting:Mount characters <It "1/4 N lJfojeclion distance from w:l1I surface. END OF SECTION 10431 fRITZLEN 16.:()f)·]v,,:1 \'.\!!•••.r."\,,.'.F..I',i:I:-;<.'C I. PIERCE v",l ("..;,)J.J::"~- ...,"I';'1,I '':'. I 'Fl',l:'!.I", t Uk","'-11:•.h,'''':;"WI _',M'·.,".","",;'l"j 1'''''''\ l)1Ul Frittkn.1\1:\.An.:h,IL""e \\Iilli'lIll F.P'iCI(A:'.Att:hil(>(.\ lh~"ml~R Ou R,>i~,·\I~hi'l't.l l;j(:ph,ln'"lr"t!./(,htl'<'Il..vI !lite:. Da\id Saum.Neh,ll.~1. ~Ilh\"H.~"~i1.8.....f~,\.\J".l~r FRITZLEN "RCE ARCHITECTS VAIL,COlORADO SECTION 16521·EXTERIOR LIGHTING GE ERAl 1.1 SUMMARY A.This Section includes the following: 1.Exterior luminaires with lamps and ballasts. 2.Refer to Section 01230 Alternales for further information, 1.2 SCOPE A..All exterior building mounted fixtures for Units 1·42,exclusive of the Amenities building clnd curb-Side signage lighting at the'front entry monument sign. B.Included in Alternate 3 is the ttddition of 1 additional exterior pole mounted fixture.rotion per site walk tl1m. Product Data:For each luminaire,arranged in the order of lighting unit designation. Include data on features,access()lies,finishes. QUALITY ASSURANCE Operation clnd maintenance data, SUBMIITAlS Electrical ComJX>nents,Devices,<lnd Accessories:listed and lahcled as defined in Nt-P/\70.Article 100,by a testing agency acceptolble to authorities having juri<;didion.and marked for intended IJSC. 1.3 A. B. 1.4 A. 8.Comply with IEEE C2.-National Electrical Safety Code: C.Comply with NFPA 70. fRITZlEN PIERCE ~.... t f,~u [a,t V,l,1 nil/,,\OnVo,.',1'1 id-.r C l. V,lil.C~>l.,>hlJ,·61l>~.' r <1:'11.4 'h.fl ~~~ I 9:-0 ·171>.1'101 E.illll)@~a,l"rt I'it ....t-'"'~, \,,\v,\\•..lJ"!I;I('(t~,:In, • PRODUCTS 1.5 ,"'ANUFACTURERS •FRITZLEN PIERCE ARCHITECTS VAil.COlORADO A.In other articles where tiUes below introduce lists,the (oIlO\"';ng requiremenlS apply 10 product selection: 1.Available Products:Subject to compliance wilh requirements,products that may be Incorporated into the Work include,but 3re not limited to,products specified. 2.Products:Subject to compliance with requirements,provide one of the products specified. 1.6 EXTERIOR LUMINAIRES A.lurninOlirro:Building Mounted 1.Pronucts: a.Shaper lighting 682BN.or approved N)ual. 2.Nominal Lurninaire Dimensions:7 1/2"11)(7·1/2'·'W x 81/rD 3.l<lmps:2 26W (F26DTT). 4.Ballast Types and FCilturC's:Eleclronic,SSB,120V. 5.lens:Clear glass 6.Reflector:Internal high gloss while l-XIinletl. 7.Color:Nillural Bronze fl.luminaire:Pole Mounled (re:01230 AltC'rnatcs) I.Products: a.Bega B072MH,or approved equal. 2.Nominallurninaire Dinlcllsions:11'"H x 1J J/4'W x 18 1/2'"D .3.lamps:2-100W ED-17 MH. 4.Ballast Types and Fe<lfurcs:loc;Jtf'd within the luminaire.HPF.120V. S.lens:Stippled tempered glass 6.Color:Custom,Tiger Drylac Polyster TGIC RAl 8028,product number 49/66500 7.I)ole:974 HR,12'H x 3'"0 8.Pole Color:Custom.Tiger Oryl"lC Polysler TGte RAl 8028,product number 49/66500 C.luminaire:Bollard (re:01230 Altern.ltes) 1.Products: fRITZlEN ·(,jul.'!'l\.!.]\.'!I".,(),'w .l~,i:'a·C 1. Pl£JlC£V,II.c.'.•:..d...P:Il>~_ r "1 oj '1,I,'J.!:- I 'rl .17(lilt!!",,==<'£):t.~...i<l."I"!'-',h""'1 :o-••~._....",,'"••,"IU"'I"I\0111 •FRITZLEN 'RCE ARCHITECTS VAll.COlORADO FRrTlLEN PIERCk =. a.Bega 8422MII,or .lpproved equ<ll. 2.Nomin<lILurninaire Dllllensions:43 3/8"H x8 11/16"W x8 11/1 6"D 3.Lamps:,100W ED·17 MH. 4.Ballast Types and Features:located on an upright bracket at~ched to the anchor base,II PF,120V or 277V. 5.Lens:HC<lVY pressed optiQI glass,fully gasketed. 6.Renectol:Intern<ll anodIzed aluminum reflector. 7.Color:Custom,Tiger Drylac Pol}'Ster TCIC RAL 8028,product number 49/66500 1.7 EXTRA MATERIALS A.Furnish extra material from the same production run as those supplied and in the quantities described below. 1.10 complete fixtures for eAch type,including all accessories,mounting equipment and poles. H FLUORESCENT LAMP BALLASTS A.Ballasts shall be suitable for low-temperature environments. l.Temperatun.'S Minus 20 Deg F and Higher:Electromagnetic type designed for use with high-output lamps. B.Ballasts for comp.let lamps shall be suitable for cold-weather starting and shall include the following: ,.Power Factor;90 percent,minimum. 2.Ballast-Coil Temperilture:65 deg C.maximum. 3.Trilnsicnt Protection:Comply with IEEE C62.41 forCategoryA1lociltions. 1.9 fLUORESCENT lAMPS A.Comp.'lCl.Fluorescent I ilmps:CRI 80 (minimum),color temperature 3500,averaged rated life of 10.000 hours at 3 hours operation per start,unless otherwise indic,lted. I.14,Dollhle~Twin Tube:Rated 26 W,1800 illltTallu01t!ns (minimum). 1.10 IIIGH-INTENSIIY-DISCI-IARGE LAMPS A.Metal-Halide Lall1~:ANSI C78.1372,wattage and burning position as scheduled,CRI 65 (rninimuml_ f>"itt ~;·1 \'~i,\.Jtl"\[l,i'l.'_,I wl.,'l"r I V.I I.c.·I.iI••<!"til t, p;'1?1)4~b.r,'1~ I:".-('0{f,·I"UI f.",(r,('!\~.llt.'r'1111'"t_.''w' W\".-....,,-i,.-,«:I,jt(>(I,>"." • EXECUTION 1.11 INSTALLATION A.Install lamps in each fixture. •FRITZLEN PIERCE ARCHITECTS VAll,COlOAAOO B.luminaire Attachment:Fasten to the indicated slmctural supports. C.Adjust luminaires lhat require nett..!adjustlllf'nt or aiming. END OF SECTION "16521 FRITlLEN IbjfJ (.1>1 V",l \/J11C)"0,".~~.r..:ht!t r I. PtE R C £\'.111 C"lorJcl.,e1,,-';' "<l7IlJ.;'b.f,)4L f '17U4l1>4'JlI1 F-,,,i,,(pv.,,j,,,,hiH.....I).llHl1 •••~""""'\\'W "1I[>I:rh,I<'t-",tll"' lplll friuk'n,AlA,Ar~hill'.l e W,IIIJlIl f,Pil;'l(C','\I..hilt'(I lh.'tTI';b R.IJu Iki~.All.hit('t:t \l(·ph"lll<.'I ',-<!.!Oh""'\(I,Ar(h.I(1\ C,]\,id !b.nn.Arl·hitcci h,.,;lh\rlt..,.(j0S0....BU!oin ..."1tS MJO"l;Cr BID FORM: FRITZLEN "RCE ARCHITECTS VAlL,COlORADO fRITZlEN PtE II CE The following Bid Format shall be the only acccptOlble forlllat for consideration for Award of Contract. The purpose of this bid form is for budgeting and COlit comparison by the Owners of the Polato Patch Club Condominiums and their aUlhorized agenls. Iiids shall be requIred to be submitted al the office of Fritzlen Pierce Archile<:ls ;11 1650 E.Vail Valley Dr.,Fallridgc Bldg.C",Vail CO 81657 prior to the dJte indicated in Division 01000. The Conlract for Construction shall he aw.mlcuto a single firm for alltne work.Pricing should reflect lhe proje<.:l dS whole.Alternates shall be dearly inuicatcu as instructed in Division 0123f).The Owner reserves the righllo accept or rejecl portions of the Work from lhe Contract for Constmdion. The Architect has assigned lhe allocated Allownnces.For purposes of this bid analysis,Ihe Contractor shall not alter these assigned Allowances for nny area.These allocations may be subject 10 change after Award of C:onttilct.Refer to the specificaTions if further darifiG:ltion is required. All bidders arc encour.tgcd to provide a more detailed breakdown of proposed ;rlTlOunls for darifiGlIIOn,how~C':r only this bid will be considered during the initial bid review. DIVlSIO'"1:I DI\.1S/0'"2:S DlVlSlO'"3:I D1VtSlO",4:I QrvlS!ON5:S 0Ivl5IO"'6:I DIVISION 7:I DIVlSIO:-l6:S D1VISION 9.I DMS/O'"10.I DIVISION 11·I QMSlON 12:I DMSION 13 S D1\'1SlON 14 S DIVISION IS.I DIVISION 16:I Ib'illl:"1 \-.,,1 \lalk-y Dm,'I ~!llId1}'C·!. V,,,l 0,k.,.ld"~lll57 r ""'l~7n.r,l~l f·'J71'·1 ?(,'1"01 Li'll,~!.'''',.1jl'';I'hi(e(t<,'·"111 "'''\,,".:Ji!.m 1111\'1.\),''lrn • Sub total for all .....ork,b.lse bid Contrilctors Overhead alld prunl •FRITZLEN PIERCE ARCHITECTS VAIL,COLORADO ,---- ,---- fI BID DUN1- Ahemate Nfl.1 (reflect the net ch;mge): Suh tolal for all work including Alternate No.I (Excluding All Others): Co.lnlra("tOrs OvcrhCild "nd Profit (for All.1 only) FINAL BIDM10UNT,INCLUDING ALTERNATE 1 IIltcfOalc No.2 (refle<;llhe 111:1 dlilnge): Sub lutal fur all wnrk indudinl;Allernate No.2 (ExdudingAIl Others) COIlIr.ILIOn.cNerh,':.d and Profit (for All 2 only) FlNAllllD AMOUNr,INCLUDING ALTERNATE 2 Ahcrn~t",No.J (It'lket the net (h'Jn~): Sub lolal for all work including Alternate No.3 (Excluding 1\11 Others) ContraCtors ~rhead and Profit (for Alt.3 only) IINAlBID AMOUNT,INCLUDING ALTERNATE 3 ,,--- %,---- ",----- ,,---- "--- "--- $,---._-- ,---- ,---- ,----._---._---._--- '--- ,NJ"U C •Include all Allowances in {he proper Divisioll and flote those thaI include Allowance ifems. •Il is solely tile responsibilify of fhe bidder /0 1J.~e allowances amounts provided per the bid specifications,regiJrdless of/heir opinion il~/0 their relevance,in the comple/ion of this bid.Re: 0'12"/0 Allowances. •This bid is good for 30 days from the date of submittal. •Undersigned dffirms fhat fhe Slipul;lfed Sum (Base Bid)represents fhe entire Cosf per drawings, specif/ciJtioflS,addenda,and any other contract documents,and that no claim will be made due /0 any increase in wage scales,materi.11 prices,taxc:s,insurance,cost indey.es or any mller (aclOrs dllecting the construc.1ion if!ClusLry or this projro. Signature of Authorized Agenl N<1rnc of Contractor and Address: FRITZLEN ihSli [.lst v.11 V.llk'\"Drive·.1a1lridg.:-C I, PIE RCE V.l,1.C.,I,lr"d,1 :-111'57 P:<l:'l}.j:hr,l.j~ 1 'Fi,J ~f>,1''1.:1 I[;rJtc~t·"\ailJr.Ii;I<·'h."'llr .".•.•••••""\\'''·.\"jik:!<_hj~,·(h 'Htl D<1te l\"Iln r"ulc>n.AlA A,n hill"I e Wilii,lm F P'Cr"("C."trh 1f'f1 1h...'''~R Dulk~).v~h,'en SU:'pb,JnH'I 'ri'd-Johti""'l.An.h'l<"Ct O",~d 6aum.Atm,rH' "-lrhy!-Wi",..,e.....s-'.,t...\...1.1Il..'!.I" FRITZLEN "RCE ARCHITECTS VAIL.COlOfV\DO POTATO PATCH CLUB CONDOMINIUMS,FPA Job No.0123 SCHEDULE OF EXTERIOR DECK CONSTRUOION: Notes -- Repair minor im~rfcctions,Paint - -- ~epair minor imperfections,P".nt Demo existing wood clcck and insl<lll new,stain and/or seal per spees. ---- Repair minor imperfections,Paint - - - Deck W311~d~re to be re·inforced thaI \v.l11s +return to plumb. ------, !=.:--- .-------;---rDeck wall structure 10 be re-illforced that walls j return 10 I?lumb. :Reoair minor imperfections.I'.lint Paint Painl trud Paint Paint Repair minor imprrfcctions.Paint ruel Demo existing wood de<k and instlll new,stain ___--".""=dI,,or seal per spees. Paint Repair minor im~rfet.1ions,Paint Paint Repair minor imperfections,Paint Unit Material Work I Existing Paint 2 Existing Repair, 3 Existing Paint •Exisline N/A-5 EXis~ng N/A--- 6 Exislins.N/A 7 Existing Repair, (fronO 7 New Re-cons (back) 8 Existing N/A (fronl)----8 Existing Repair, (back) 9 ExiSline NlA 10 ExistinR NI,' "-Existing NlA 12 Existing NlA-Wall -13 Existing , "Existine.1 N/A 15 Existing ~NlA---16 Existing NlA ~Exislin~-!N/A 18 Ex.istin '!N!A._----19 Existing N/A 20 Existing Wall ---, 21 Exi~tjng I Repair, 22 -E~ist~~I NlA....---- 23 Exislin~N/A 2'Existine.NlA 25 Existing N/A 26 _Existing N/A 27 Existing ,Repair, 28 New Reconsl, 29 Existin2 NlA, 30 ExistinS.-..Repair,----r Rep-,ir,31 Existing (back)-- FRITZlEN t6~O L--.,.\1':VJlk·y Ot'\~'.f ,l1l,,:I~L 1 PIERCE VaiI.C,,t,,,,1cl,,:"bF I·'):=i'A .'h.'l'llll LIIl"",.c\.,ikm h'l'","",I> •••M ••••,\\""".\I.-,.i J(tlJi·(·c~,11"1 ••FRITZLEN PIERCE ARCHITECTS VAll,COl.C>lV.OO ---- Repair minor imperfections Rep.lir minor imperfections Repair minor imperfections Repair minor imperfections Repair minor imperfections ,Demo existing \~deck (upper level at roof)and install new,stain ilndlor seal per specs. Repair mino~~ections,p.1in1._____ Repair minor imperfections i Demo existing wood deck (upper level at rooO ~;;-d inslaU new,sr.rtin andl£~al per specs_"__ Repair minor imperfections I ~--=-'--~pair minor imperfectiO=::05:---- r;:New I RcconSlIucl lu 'I ___~~air,P<tint32Existing 33 Exisling Repair,Pilin! ~(llpper) 34 Existing l Repair,Paint (ueec r ) 35 Exisling I Rep.lif,Paint lupped ----36 Existing Repair,P<l101 (u 'I 37 Exisling N/A lu ,) 38 Existing Repair,Pain! lu)'I 39 Existing Rep.lir.Paint (u ,) 40 Existing Repair,Paint (u )~r) 4·\Exisling Repair,Pain! lu 'I 42 Existing N/A (back)42~Reconstruct (upper)~ Sclc<.1ive patch and rep.llr of deck board~is included in the scofX'of Sedion01230 Allowances. FRrTZlEN 1(,5(1 EJ~I Villi \.llk'...,,,,w.."Ilrd~i,:-_ PI[RCE V~II.r",'k,..dd..~1t;;" p tl:-.'J:{;('34~ 9;"{II-c,~'>[n F·il k'$\••,llr(h!tl't,'$'-''i'l ••••••••••WW'"'\~it;"(;hl{'C!!i.t J:"-, l'"T,"IntJ'lf'".AlA An hill"l e \\',t!l?m f I1l'n",'.All to It'll lr....,nl;lS R Du U,"~Al;,-h,......' Sl(:ph~n;c l'"J;<.hn......'..veh'lC't' Daviu B.lulU.'\I ..hil..'O "-,th".H.'Jml,:l.R......)(""l>\.1.IlI~I,~' FRITZLEN P'RCE ARCHITECTS VAil,COLORADO POTATO PATCH CLUB CONDOMINIUMS,FPA Job No.0123 SCHEDULE OF PRIVACY WALL CONSTRUCTION: - -- - -- -- - '<all between the drives,patch stucco and pain~__--in!,new up lrtyard side,new paint at all,new caD -- mcntitious stucco,if so repair damage and repaint,if d paint,ncw cap. mcntitious stucco.If SO rcpalr damage and repaint,if d paint,new cap. --- aint,ncw cap aint,new cap uS stucco/new (?<,int,new cap - all nctween lhe drives,patch stucco and paint -----int,new cap. II between the drives,palch stucco and paint -int.new cap int -It 30 mentitious stucco,if so repair damage and repaint,if n p.,int. Finish may be cc not,new EIFS an Finish may be ce not,new EIFS a~ 17 16 Repair I Repair 15 Re lace 26 Repl,lce 27 Replace Unit Work Notesr.,=-t-ReplaEe---r="--- 2 Replace 3 Re llace 9-1 0 R,=!~'i_'__~Low retainin&~ 10 _Repair New EJfS~mJ pa ...''"';.-_+;R,,e"7;e.'-f-'N.:'ew"."'ElfS at COl r.c'2;'--j Re lace 13 Re lace 14 Re lace 4 Replace S B-~Ia~e- 6 Replace 7 Re I:"ac"'-.'-,---t----- 8 Reeli'lcC 9 Re lace 24 _--t~R!e'a~~ 2;;S,-;-;;-r.;R::C",::";,,'::c:;-__-i-P"",,lc':h::E"'1fS and ea 25-26 Repair and low retaining \V.J Re int 18 Reel~Ce-- 19 Re lace ~20'i--+iRi'e"''''i:'-:;':::_---t-'N.:'e"w.....EIFS and p 1-2",'c--j~erace ~22~-+iR"C""'"":;'----t~7tc:i:h [IFS and p f-';2~3-,,-,-"j.(epair _.-_--l-'P-'"~I"'ch"_=c~..~'~'.~n~I;"'lio 23-24 Repair and Low retaining w. Rc aint Connected to un Finish may be ce '--__--'---'-~n=OI,~''''lew EIFS an ~28;;-_t-iiRepair 1 Patch ElfS and pa ~29;;--r.;R"e"i"';,=--__-,--,-p-",atch ElfS and pa 30 Repl.lCe 31 " 32 Repair FRITZL[N po I E II C E I f>",ft l.ul V~;I VJlk~l').,:\;:".,Jl1ndlf'(I \'.Iil.("1,,,.,,1.,.'1H<;i P Q~t).I~h(Jln r;":'"1I,4"'"t!.-l'l111 r ·mi".(H;d.,"hlh".1".•IJlll ·•·...W\\·'Jil~'(.h't,'1-:~'1)'11 35 ~cpamt 36 No WOfk 37 NoWark 33 34 Re illl Repair ••FRITZLEN PIERCE ARCHITECTS VAIL,COl QI<ADO No [IFS work re uirecl Finish may be cementitious stucco,if so repair damage and repaint,if not,new Elrs and int. No EIFS .....'Ork required o EIFS work required _ 38 No Work 39 0 Work 40 NoWark1-'4~1'-----+Re~i~ 42 No Work Repair,R~c~pa=;="t:-t-,1~1~S~t~uc=c=o:-::..=",=;~n~;n=g=w=a"II'~o=,=,-;;~iC:1C north edge of the property included in the seQ of this 'hurk 1.All new walls will conform with the details as provided 2.Walls to be patched will not receive new caps and rcvcnls 3.Existing walls to receive new [Irs will receive n~"reveitls per the det.ails 4.Existing walls to receive new EIFS wIll not receive new caps 5.All walls 10 receive new paint per the paint schedule 6.Contractor will minimize the impact or COl1struction on lhe'C'..xi<;ling landscape as the landscape is to remain 7.AU walls are (0 be configured in a like manner to those they ale replacing 8.Whel(::inuicated,l)<'Itching and repair of EIFS/SlUCCO is includeu as part of Section Ul230 Allowances. FRtTZlEN lbStJ lJ.M V.I \,~,I(>I.D",,',f"lhilJI,}'c.l. PIJ:lIlCt VJ,IC.'lY.It.IJ 81t>~· P.'I:',)...'".1>'-1.: f;'I.;(I-l:'f,·I''!l (.;'1"'''''';......I'kllN:bn III ••.•-....\\\".\\.•,;.lHh!,.,.h..'<l~\ I yn ...'rittle....AlA,Arrh!It....e WIU,:Im I'.Pielt'X'.A~hlbJ(:t Thomn R Du Bois,r\rchilf'f:l Sk'phalliu tord·John<on,Arch;tccl D,wid S:lum,ArchilC("1 K.1lhy I k'shng:a,aU5ill~"'illl~!;t=r FRITZLEN~ERCE ARCHITECTS VAlt,COLORADO I..-..'e.!(Ioo 1/ 'I,k ~ I'1/ 1./•Ie.-n .-ut> 1/ ".... "''/~......,"'/ ~,,:~,L'1-1" F. H-f-t-+-t·-r-i-'-+--+- H-+-++++-+-J ---t-1:-i:I ."./".'.'Ik I...,. I... I~ iI2I;,"'LI-t--I--f--+_ i Co._(e':II"I'0" :!o: J f- ~, $I?"lJt <l '~Q I EM 1-1-t'1"''''I''-F~'''>I "-ice ~ TITlE,Typical Section at Wall Base DETAIL NO., PROJECT. RE: A1 PolalO Palen Oub Exterior Renovatiot'l aod Remodel [)milSl ''''RrTZl£N 1&50 E.:....tVaH'a!le)";)r;.~·,";1 rd,r.;:CI ;tRe[\'J:I (.':rail"$;65; <'9]'J>;~t.J;1J~ I 'J;".l~(tQt), f __,,:-\~I;.,.Jli··Ltl r lynn Fritzlen,NA.ArthJ1C~e William F.Pierce,An;hiroo TholT'.as R.Du Bo.s,A/cllitKt 5(epnMlie I ofd·johntoM,NchitcCl David SOlum.Archil2cl Kathy Hding<\'Busint5ll;M.:loa~ FR/TZLEN-=RCE ARCHITECTS VNl,COLORADO I I ,_l ...~,o ,b '....' .f-hf-IH .. Ii' ~+---+I_I-l-l--lf-I-J-II+-_f--+--+-+-+-l-l---'f--f-L_~I~'_--I-I",:+·+-, f-H--J.-+-+-+--+-+J II II TITLE: DfTAll NO.: PROJECT: Rt, Typical Wall Elevation A2 Pomto Patch dub btt'rior Renovation and Remodel FRITZlEN 1~::IJ u",\1.11:V~l~y nINe.FatridJ:('CI, 'rERCE V.,i1G~br.Jdr,81~3; ":970.'J7t>.rJl-l1 r·')7(11 :-f,.4"Y.11 E:j,n ."":3i!,;'t'luf,>tl'i,"'ll'l A"~".~,..''1V';'·\":'I::,-{"hi'..rt.~.,:(lM I }1lr'l Frltzle"_AL \tl.rchftet..e \".rrl!t.am f.Pit'fC~.AIl:hilec.t TOOMilS R.Du RotS,•...,.hlll?l:l St~philnie lon/-jOl'Irl!o")jl.l\tchilocT David 8.Jum.ArchI!t'Ct Kalh}'HeJingil,8lAjr~'i ...."'lnager FRITZLEN~ERCE ARCHITECTS VAll,COLORADO I i H'--I-J-J.-+-+-!--f--+--+--+--+--+-+-....1/4-F"~-I,··..L...'-r.' / d "n.1/ -J.-J.--f'III?31",-,!,~.'-I r.> '.~'" ./ 1/ •••••-.• / -~.Iru\'I<..P. 1---I---I---I--I--+---I---I--I--I--I--l--l--A-J---71I/i'---I--f''''~~''-"... -./ lovJ.'o::::.I.'/....•'"I nnE,Typical Section at Wall Cap DETAIL NO_, PROIECT: Rf: A3 Potato Patch Oub Exterior Renovation and Remodel ~RITZlEN if,SO E.ls!vd'l V.:lI'~Dri·...,t~i!fill'>-:'C-I, If R C E V"il.(j1!'Jr.lIlv ~16.~; p Q71).4:,c.63H r 'J71:·1 ?!'>·/lJolT F:inr,·6.)vaililrchjt!:'{.1,~(:",,-'111 ••~_.,..••\'.""'"""IIJrch'~X'~,':()11l •t)ll<)t-ri",l~r'I.AlA,Arl"l'u1I"I \O\j!li.1m r PkJX:o:'.tV(ll'I(-n 1 hUl1'iI~R.Do !k.;s,ArLhi!!'!:1 :>rcpr.,lrlll'I.(,nl·jdllll-,'Il.I\n,;hitcct D,l ...id Bal.m.Archi[('("f ;;"th)Hc>.liH!>ll,l1u)rI1C~~MJn"~('r •FRITZLEN PIERCE ARCHITECTS VAil,COtoRADO , f---+-+-+-+-+-+-+,Il ');1J0Lf'~Y01----+---+ +-t--t'lle _II ""--\--\-++-f-+- TITlE,Typical Plan at Wall DETAIL NO., PROJEO; RE: A4 PolalO Patch dun hterior Renovation and Remodel FRITZLEN PIERCE I&51.1 fil~l \o,~il Va;!"y Oro,','!-.!'Iriut,O('C_I. \\lil,c:...:."IeI ....i\,,.,~7 P:',1.").-1-;)f.\.l' !;970rr;I<:rO. r·;"j,"E"·'I'.;"h,I,·,.!.",,n ,·.v....",\-;l h-dl"i "'.,"I" I •ltn<\fl·lTIeI'l.AL....AA:h!ted ......,Ifj<lm f.Pierce,AltMcct Thomas R.Du lk.>o),Aldlitcct 51epn,ll1fe I orrJ IohJlk"lf1,A.'t.hite<., Dil'o-id e:lum,A!t!lilt'l;1 Kathy H ..~IiIl£lI,fillSlnf"iS ,I,,1.lnllgCf •FRITZLEN PIERCE ARCHITECTS VAIL.COlORADO ~ /' V/V/,· "~'E f-J--:'T'I.,."," /.",:;~I II ..." ./....'!'b .•_I. ./e~= "- ~"-~ ~~~....l.... i"..."0 . 0 .I I"'--I~0 0 0 I.. 0 . 0 .:.-:-"'"e..-o '--f--l---l-----J-'-+--1--+-----J-!-+-+-I-----J-!-..:;:~""'i·~L'.eJ'~:'-J::IQ.c_l~~1--1----1 Typical Chimney Cap DETAIL NO.' PROJECT: RE: AS Potato Patch Club Exterior RenovatiOn aM Remodel Detail 52 RITZLEN 1f>i(l [),t VJ,j V.1i~_~0,:'...,I il~fi'l.l,'l.·r ". PIERCE V..:I.'-,lIl1,,,do S;t>~" ?,-;1.oj-b.:;~2 :-g7'·1 r..t'tJ f·..."""J:I~ro:/'I:"" .......""....."I .........:r.,u......,..."..",•D o",'r'_ , ,,... I, i . --~ i·.•i ...-.,-.~ ;,.---..;...T ..._.'1---.... ",:...!. 1,. ""'------- 1 i 1 I I .., r-" i.-......I,. _.....1. I I,. ~""--.....L.!c..:..J..=:I:L ..CUi.B ~'_:--....A3<-__ ~"jZ-{Z-ol "'" i.,. I,.-;--'''1'' i !.i··..., i "'!I ._..""..I .,I .ll"~_, .j.!-' I•••.1 . :i'-1 .-r- -t ' ,,,',--;. !.-..- • ;-. I .!, .L-'-:_+--f I j,I ----_.-- -~_. ~-L, ,,.. ...,, i o I_'!_l_••.•__... I'.~.--:~ .LL ....', -i ---'-r-I. -"------,.-_.~. ---""1LLi Ii -f-.,, :t2-~_r~-:!:t=.~fd''J:::!i i ~:.-;..!."j'-"1 _.~."""f -.j .~_.-t---i';-.._,.i ;- ····_-1---~I ..:-"--i--r ...;..,._li ,J ..i·"C' .~_:....L ,_~.L._I j !.I !_-"-_._;J ~.;.L i +I :;'!I",J --.;-"-1 I ~I',"'".-Li,.i i-'-~, .:...~, "r·-t··_..:.- ..i.--1.-,_.-+-- I'Ii _••j,, •I 1M f r;f~k-,.,.\1,\,""0 hlll'< \\;11",.,r 1';e-,(\'.J\rtllll('C! r:".".~~R.Dll R,,-,.,v',hih.'(l SHph,mil'I ',:t.-,t>",,,l-""._'IU,.l,;Il'l1 D'l\:ll l'~',".I.:hill'{I ,."111\-'1",111'';;'"(It'-itr."'lJn...~r •FRITZLEN PIERCE ARCHITECTS VAil,COLORADO ADDENDA TO THE DOCUMENTS Addenda No:1 Project: Date: eontf,letor: Owner: Consultant: Polato P,llch Club Condominiums Thursday,April 04,2002 Ed Znicmer,Integrated Resources Rick Ageut RA Nelson Wes Milchell,Rosewater Construdion Craig Brunt7,Viele Construction Chris Klein,WoodSlone Homes Potato Patch Club HOA larry Barnes,Vail Home Rentals Steve Ounn,Gillans Fall:: Fi\x: Fax: Fax: fax; Fax: Fax: fax: (970)827-5644 (970)949-4379 (303)733-0560 (970)476-3423 (970)845-9475 (303)526-1247 (970)476-2684 (303)426-1732 Altachmenls:Deck Work S<.:hedtllc,Privacy Wall Work Schedule This document is provided as a clarification and/or ch.1nge to rhe bid dowments and as .~uch this document .supersedes and supplemenls all portions of the bidding dOOJmenls wirh which it connicLS. I his addenda shall be considered part of lhe bid documellls.Aff bids received will be assumed to incorporale the ;n(ormalion outlined in Ihis addenda in the base price unless instructed otherwise by rhe architecr. Description; Item AD 1.1:The Pre-Bid conference will be held on Monday,March 4 at 3:30 at the Potato Patch Club.This time superccdcs all others than may have been prcviously indicated. Itcm AD 1.2:Represcntatives from Owcns Corning h;lVc indicaled that thc producl Versashietd may be substituled for Dens Deck and maintain a Class A assembly on the roofing assembly.We encourage all bidders to investigate this option in order to realize potential cost savings. Item AD 1.3:Attached are the work schedules that have been omitted from several spec wpies. FRITZLEN 1";,'r,hl 1..1,1 \'nli·,,·';,.~•-I,:g" PltRCE \11','.,,;·.••1{k::;f,';:' "('~l)\7",_,:4.: F.';~')A~!·..1'lrH f ;:,I,"f,~.1"",'hit,'.,' ••<w ...~......"'-",-.1"",I'i,';,h"'n, cl'n:'Fnllkn.,\I;\.I'In:n;I..,<I e \\i'l ;J ....~.Pi(,,(,<'.Arthil(("1 111,',,11,10 R !;1'6."~''\r,nil!"I ":"(J",,,,;~I 'd }(,h"''''l."...It;f\:.( D,,,·U B~''''n .'\'{h,lt'n ~.th 1-1<;.lu\)<1 el'i'~"~.lI1~il" •FRITZLEN PIERCE ARCHITECTS VAIL,COLURADO ADDENDA TO THE DOCUMENTS Addenda No:2 Project: Date: Contractor: Owner: Consultant: Attachments: Pot..to Patch Club Condominiums Thursday,April 04,2002 Ed Zncimer,Integr.ltetl Resources Rick Agett,RA Nelson Wes Mitchell,f{oscwilter Conslruction Craig BrulllL,Viele Construction Chris Klein,Woodslone Homes Palata Patch Club !-IDA larry Barnes,Vail Home Rentals Steve Bunn,Gillam Fax;19701827-5644 Fax:(970)949-4379 Fax:(303)733-0560 Fax:(970)476-3423 Fax:(970)845-9475 Fax:(301)526-1247 Fax:(970)476-2684 Fax:13031 426-1732 FRITZLEN PI£RC~ ~,<•• ThiS document is provided as a darific,1tion and/or change to Ihe bid dorumenr.~and a.~.~lJch this documenf slJpersedes and supplements all portions of the bidding documents with which it conflicts. Jhis addenda shall be considered part of the bid documents.All bids received will be i1SS(lmoo to incorporate the information olltlined ill this addenda in Ihe base price Ull/e~s inslrucled otherwise by (he architea. Description: Item AD 2.01:Section 0"1100,Item 1.1.C 9 has been revised 10 the following: 9.Removal of all building mounted light fixtures and instal/at ion of new fixtures ;n like Jocarion. Item AD 2.02:Section 0"1100,Ilem 1.2.E has been revised to include the following: E.The lon/raclor shall utilize courts 6 and 7,with the entry on the south side of court 7,for long-term .~Iorage of materials and staging.1he fence around courts 6 and 7 may be taken down ro allow access as designated, however rhe fence will remain where access is nor i1ffowed_The club wifJ utilize these courts for tennis in (he future. Item AD 2.03:Section 01732,Item 1 ,4,A has been revised to the following: '"I ~f V'll V,:Ir\,I)f v:.F",,,,,,._. \-"1:1.\~.,'·;,,;1 •'1 '.~.: r .."·fl.·'.:'.',:·l~ -'J 1-1,.·\'CI '1.,'."\.1;1:;'""l····~ro,., .'.\,.,1 1 ~'I:I~r',·l' ..;1_I !'r·f•.r"",;:,h ~.1"I·,'··r,·t,.',h :H:.'\;)"",2.1" ••FRITZLEN PIERCE ARCHITECTS VAil,COlOKAOO A.P(('dC'moU,ion Vieieolape and Phofogmphs:Show existing conditions of adjoining construcrion and site improvements that might be misconstrued as damage caused by sefective demolition operations.This rlor:lImenla!ion should include bul is nul limited /0 landscaping.on-grilde walks and patios,interior ceiling.~,('x/erinr gales and trash enclosu,('5 and exterior trim,siding <mel stucco.These i/ems must be submitted prior 10 the execution of ,1ny work. Item AD 2.04:Section 09912 1.10.0.5 shall be added as follows: 5.Galvanized Surfaces:Clean galvanized surfaces wifh nonpetroleum-based solvenls so surf'let>i~free of oil and surface contaminant.s.Remm'c prerrealmenl from galvani7ed sheet metal Fabricated from coil stock by mechanical mel hods_ Item AD 2.05:Section 09912.1.12.E shall be added as follows: r.Zinc·Coaled Mew!: 1)Acrylic Finish:Two finish coals over a galvanized metal primer. aJ Primer:EXlerior galvilniLed melal primer. bJ finish CO,lts;exterior low-luster acrylic paint. Item AD 2.06:for clarification;Bid Alternate No.2 includes only new construction where decks are scheduled to be replaced.Decks Ihat are scheduled for repair are considered P.·U1 of Allowance No.3 for mise.01rpcntry.All deck painting and staining (per the Schedule of Exterior Deck COllstrUl..:tioll)is to be included in the Base Bid. Item AD 2.07:Repairs and/or replacement of \wllking SUrf,Kes of waterproof decks and their substrates arc not included in this !;Cope of work. Item AD 2.06:Only work on the walking surface of the decks is included in Alternate No.2. Item AD 2.09:For clarification,the entire project will receive Ihe new paint scheme, including the clubhouse and the painted \'\'oou fence at the clubhouse;the only exceptions beillg the natural wood at the clubhouse ann the clad windo\vs at the clubhouse,which will nol be painted.No work will be dune on either of those elements. Item AD 2.10:for clarification,the entire projel:t (excluding the clubhouse and new copper roofs on individual dormers)will receive new roofing nmtcrial Item AD 2.11:For clarification,the standing sedrn roof is intended for roofs with;]pitch less than 3:12,including b.ly windows and dormers at indiviuual buildings. Item AD 2.12:For darification,the new chimney caps and frames arc to be built all top of the existing chimney b.1Ses.The chimneys MC not to be rebuilt in their entirety from the ground up. FRrTZLEN 1f:$:Jr.l-I\(\,1 \ PIERCE \_,;1 c"L.J\!,!llt--- f''.1.'11,4 i-:.f,\J~ t <'ei ,I:;.pl,• :..'-"I,i h t- _.._......"·.w,·".J '":,, :,'s --. ••FRITZLEN PIERCE ARCHITECTS VAil,COt 01<,\00 Item AD 2.13;Piclure of the intended character of the concrete wall and chimne;;.;c.a.."..... FRITZlEN I~j:'t I "\\"1 ,,,Ir",, PIERCE '.,;;1 ,'" F ","~,-, ,,.j.,...~...,..........,,, ••FRITZLEN PIERCE ARCHITECTS VAil,COLORADO Item AD 2.14:For clarification,all stucco repairs are covered under Allowance No.1.All new stucco work,including but not limited to the construClion of walls,chimneys and installation of new flashing.will be inclllded in the base bid Item AD 2.15:For clarification,l('nnis courts 6 amI 7 are to be ulilized for on site materials storage and staging.The south sections of fence may he removed,however remaining fence shall be left in tact during the construction period. Item AD 2.16:Resurfacing of tennis courts 6 and 7 after construction are not included in this contract. Item AD 2.17:Power for the newly installed heallrace will be provided by the HOA at the required locations.Heal If,lee is specified for the gutters amI uownspoulS,110 heat trace is scheduled for the roofs. Item AD 2.18:For darific<ltion,<III exterior bUilding mounted light fixtures are scheduled to be replaced,exclusive of the clubhouse building.This willlJe dOne on a 1 for 1 basis. Item AD 2.19:The HOA will deal with issues regarding the underground irrigation system. Item AD 2.20:New gutters <Inn downspouts are to be installed in the same locations as the existing that is to be removed. Item AD 2.21:The monument signage at the entry is excluded from this contmcl. Item AD 2.22:The Fry Reglet reveal shown at tile privacy walls has been elimin<ltcd from the wall design.The C.c.will provide construdion joints as recommended by the manllfacturer. Item AD 2.13:It is ;mticipated Lhal new pole and ballard lighting will be mounted lo existing bases.The bid price will include all necessary mounting hardw<lre to mount the new poles and bolldrds on Lhe existing bases.The C.c.will field verify the sile conditions at individual bases. Item AD 2.24:Provide pricing for lighting overstock as indicated in the specifications. Item AD 2.2.';:Vail Horne Rentals has estimated the number of skylights present on siLe al 34 inclusive of all 42 rcsidentialunilS.This number is provided as an estimate only,the C.c.is sofely responsible to verify this nllmber for bidding purposes. Item AD 2.26:The managemenl company,Vail Horne Rentals,will coordinate;\II informational letter to the owners informing them of the pending construction activity_This )enN will ask the owners to protect furniture and art\·vork in an effort to minimize owner complaints about damage and dust from the construction. rRITZlEN (,-,1'(.'.1\1'\'11;;"".C "'lRCE V,li!.',1"(;..~,,rlll\-~ ro ';.'I).~71:IJ<.!~ ,.<I:"'l.l~h.~·l", 'i":'·".,,!-l hI"" ••,....~..\~....v.·.".:il 111 ....< •FRITZLEN PIERCE ARCHITECTS VAil,COLORADO Item AD 2.27:Vail Home Rentals will coordinate the dean up of the interior of individual units once construction is complete with a professional dC<lning service.This cleaning is not included in the base hid. Item AD 2.20:Vail Home ReMitls will provide access to the interior of the individual units as required within 1 hour of the lime of the request.They will be present during any lime spent inside the individuailinits.This time includes time spent for the pre~constrLJction video/photography. Item AD :l.:l9:Interior ceiting patch and repair due to nail pops and other problems associated directly with the scope of this work are the responsibility of the Ccncrill Contractor, However,Vail Home Rentals will complete all inlerior wOrk (Gyp and Plaster,Trim etc.)at the ,kyligh". Item AD 2.30:All exterior trash enclosures are to be removed.New construction of <lny kind intended for the trash enclosures is no longer induded in this contract.He:Attached Detail for further information. Item AD 2.31:The General Conlractor is responsible for snow and ice removal dlJring winter conditions. Item AD 2.32:For Clarification:all existing 6'(;md shorter)pole mounted light fixtures are 10 be repbccd with the specified bollard fixture.All other pole mounted light fixtu«..'S are to be replaced with the specifieu pole mounted fixture_The scope of Ihis work is included in the scope of work outlined as Alternate No.3 Site Lighting. Item AD 2.33:SeCuOIl 01210.1.7 SCHEDULE OF ALLOWANCES has been revised as follovol<;: A.t\Uowancc No.1:Seleclive building Stucco/EIFS Patch and Repair,inclusive of material and labor,exclusive of wOIk described in these documents. $40,000.00 B.Allowance No.2:Selective Fascia ~epair andlor Replaccm('nt,inclusive of material and labor.exclusive of finish paint or stain. $40,000.00 C.AlJowanc:c No.):SeleClive Siuing and Miscellaneous C<lrpcntry RCp<lir <lnd/or Replacement (including strudur.ll repair to decks),inclusive of material and labor, exclusive of finish paint or stain. $60,000.00 Itcm AD 2.34:All existing heat tr.lCC in the gutters and downspouts is 10 be replaced with new heal trace at the new glitters and uownspouts.Roof mounted heat trace in the vtllleys ;'Inc!other arC;lS ,Ire to be removed and <Ire not to be replaced with new heat trace with this contract FRITZLEN h~,I'1 ,.'\:'iV.,I...1•f"::';(S,·c.l. I'IERCf V"l'",.d-Ji'l'·-.- I"''l"~;~.I)<.I~ r."".I L.I "I ~.II'L~,~clli I' _..~......\•...,"', ••FRITZLEN PIERCE ARCHITECTS VAIl,COLORADO FRITZLEN PIERCE Item AD 2.35:Section 01 100,item 1.1.C.l 0 has been eliminated frOIll this scolJe of work. No new pole mounted light fixtures ilrc anticipated. Answers to specific roof rclalNl qucstions arc forthcoming.We will issue further addenda as required. Please submit all additional questions and/or comments Lo FPA in written form through the appropriate GC Bidder so thaI FPA may respond via Addenda to aU bidders. I f,.,11 f_I'1 \,t"VJI'\·\'i"l(",v ';"p;: \,,;...,!.',jl/;)!'1L.-.:' '-.;·n ~'l't,l-l.:' -,•.r ,j'It"l 'r',·..il.Y,l I '"".' r("I(·II~."1, l~Tln Friukn,At\.An:hill.e WH/iam f.Pierce.AtchirerJ ThonJ:oIS R.Dto BoIs,ArdiIIeC'l ~ph.1n.e lOld·Jonrnoll .....,,:hilL'l..:t D.\.;d 8.lum.Architecl Kathy ~inga.B~incs15 h\Jllager FRITZLE~IERCE ARCHITECTS VAIL,COLORADO o pe~ Eo@l.'-f-II-i-i-i DETAil NO., PROJECT: RE: Typical Plan at Wall A4 Potato Patch Club EJ<terior Renovation and Remodel "'R.ITZtEN 1650 [an .....,111 V<llley Or:"~~'F311ridge-(.r. 'lfReE Vail.Cokil'oldo 81657' P;970.4 76.63 12 F:<:70-17(,..4901 [.illfo<!!'r,olll.;rctJi!('o(b.ro:Tl··.._··u·.w'_·vailil:t..h;!'1':t.s."om •L~Tlll 'ri~!k·n.U·\.,'v,::';'<": \,rilli.lr:1 ~,Pi(·'C('.i!,h:!t'(l 1 I);.'"••~R,1"'"H.':~.,\n h,I(',t :;H:p'l"n!l·l'·~ri·j(l'l"""L .\-,!lith' .~."d l.l:,,,-r.',,:I"l,v" 1-,.;111\'tl'.,:,lil'~,"CI';o;.':\\.,,,~<:,., •FRITZLEN PIERCE ARCHITECTS VAll.,COLORADO ADDENDA TO THE DOCUMENTS Addenda No:3 Project:Potato Patch Club Condominiums Dale:Thursrlay,April 04,2002 Contractor:Ed Zniemer.Integra led Resources Rick Agetl,RA Nelson Wes Mitchell,Rosew,Her Conslrudion Craig Bruntz,Viele Construdion Chris Klein,Woods[one Homes Owner:Potalo Patch Club /-lOA I arry l3arn~,Vail Home R~ntilJs Consultant:Steve Bunn,Gillans Attachments:Response from Gillans fa,,:(970)827-5644 Fa,,:(970)949-4379 Fax:(303)733-0560 Fax:(970)476-3423 fax:(970)645-9475 fa,,:(303)526-1247 Fax:(970)476-2684 Fax:(303)426-1732 FRITZLEN PI[RCE This document ;s provided as a c/,lrificar ion and/or c.h'1nge to Ihe bid documents and as such this documenl supersedes and supplements all portions of the bidding documents will,w/JidJ it conflicts. This addellda shall be considered part.of {he bid documents.All bids received will be assumed 10 incorporale tile information outlined ill lhis addenda in the base price unless imtruded otherwise by the architea. Description: Item AD 3.1:Re:atl<lched clarifications frulll Gillans Incorporated 'I.>·I'I,~'\\'.1\'~II~:I.'r'\".1Ilr'(.~~'1 1. \....;1 \.'",d'.,.;ll j:- I '\"11 ..,."1'~i1 I ;n''.'I)H~lrhf:c'L:i...:.,r ..........,""'~".,",~t""". • M",h 7,2002 VIA FACSIMILE Attention:Mr.David Baum Fritzlen Pierce Architects 1650 VaJi Valley Drive Vail,CO 81657 Fax;970·476-4901 Re:Addendum #.1 for Polato Patch Dear Mr.Baum: \:Il.usns 1nCOrpOI'an?fl•i 0tHane, l{lj UU 1 W¢ace in receipt of questions regarding the roof design from on(.:of the contractors.The followmg are clarifications to their questions,a copy of which is attached. I.It is our underswo.ding that all roois are a cold roof configuration.They are to remain with the soffit nnd ridge venling modified as sho'wn in the CO.1'ltra~t Documents. 2.For the roofs we observed.a nailer is installed as a gravel stop around the perimeter.It will need to be removed.If the fascia height IS also elevated,it will need to be cut flush with the sheathing along the perimt:I~r. 3.'I."~ns Deck is the appropriate thickness. 4.The Dens Deck should bridge the gap to the edge of the fascia;however,the nails should be secured up the roof sufficiently to nail into the roof sheatbing. 5.As shown in the Contract Documents.the EIFS j::;to be removed nnd replaced CIt chinmeys and sidewalls adjacent 10 reroofmg. 6.A 6"half round gutter does nol provide equivalent drainage to a 5"K·StyJe guner which is curunl1y installed,so we have specified lin 8"ho.lf-rolUld gutter. 7.We diet not observe the ar~a where the window would imerfere with the ~hitJUl(:y crickt:t.$0 we are notable to prOVide:a spc:cific d(taiJ at this tjme.Material types will be similar,but modifications of unusual conditions will be addressed during constructIon. 8.We made te-st cuts on several roofs,and the ex.isting BUR has a base sheet that IS naIled directly to the roof deck.We did not find any BUR hot mopped directly to the roof deck.Roof sheathing was obs~rved to be both y~"plywood and 5/8"plywood,depending upon the building.I'tafter spacing was mostly 24"o.c.;however,one building had rafters at 16"O.c.There should be no rigid insulation installed over the roofsheathing. 9.All pop out roof decks are 10 be included. 10.The trash enctOSllr~s are 10 be excluded trom the scope of work. II.Roof pitches on the upperroofs were measured to be 3-1/2":12"with a slope mt:tt:r.We arc unaware thai any upper roof slopes are.less thnn 3":12". 12.The Contractor is respom>lbk for interior protecllon and clean up in the interior spaces. 13.The ridge cap is to be r1at s((Jck with material and finish similar to that of the roofing shingles with the exception that 24 Cil.gah'alume or 18 oz.copper be used. 14.The Conlnlctor lVould be responsibk for snow and icc:remo"allflt o.:;curs durmg constnlction. ARCHITECTURE·ENGINEERINu·SURVEYINu (j1ll.!>J\,IS INcar.poMrI:"D.a471 TlUnplke Drive.Suite 200.1J.Ie$l/'lliI"tlCtf.CO 80031.303·120-1 73 I S;Jmmll Count'j Ql'fiCc:~'O·2b2·6;t95 •'SIl".~ri:tl(I',!.\.....,.1('''' \\"1 ;,1m I F;l ,.'\'rh,I..,: 1I","'~'~_nil I'·,\~,h,t(,I ,"I.,j",w"t ".,;'"il"'"'\1('.il"'l ),1\d ll;"".\..',ill'I •FRITZLEN PIERCE ARCHITECTS VAil,COLORADO ADDENDA TO THE DOCUMENTS Addenda No:4 Project: Dale: Contractor: Owner: Consultant: Attachments: Potato Patch Club Condominiums Thursday.April 04,2002 Ed Zniemer,Integrated Resources Rick Agett,RA Nelson Wes Mitchell,Rosewater ConstrUdion Craig Bruntz,Viele Construction Chris Klein,Woodstone Homes Pot<lto Patch Club HOA Larry Barnes,Vail Home Rentals Stcw'[lulln,Gillans Fax:Withdrawn Fax:(970)949·4379 Fax:(.103)733-0560 fax:(970)476-3423 Fax:(970)845-9475 Fax:(.10))526-1247 fax:(970)476-2684 fax:(303)426-'1732 FRITZlEN PIERCE nlis documPlll is provided as a clarification and/or change 10 the bid documents and as such lhis documrlll sllpersedes ami suppJpmelll.~all portions or {Ile bidding dommenls willI whicll it conflicts. This ,1ddcnda shall be considel'f'd part of (he bid documents.All bids received will be assumed to incorpor.1le Ihe informarion ot/rJined in Ihis addenda in rhe basc price unless inslrur:lro otherwise by the archil eel. Descriplion: Item AD 4.':It has Corlle 10 our attention thaI there is sorne confusion with regard to the construc..1ion of the half round chimney C<lps.FPA has received informalion from the original contractors that the majority of the half round chimney caps ilre concrete construction and weigh upwards of ',000 lbs.This information should be factored inlo the demolition of these (.II>S· Item AD 4.2:Boyle Engineering will review shop dmwings that indicate the locations of helical picrs <It the privacy walls.Therefore,fhe follOWing is added as part of Seclion 02466 Helical Piers: 1.2 SUBMITIr\lS A.Shop Drawings:Indicating the proposed location of each helical pier. -,'llJ.",-"I':1,,'F"rl'''I!:~(..l '.~"'r·'..d .1 ~',.: I \-"r 1_ "I"1 .1 _.,,',,'"",'c>m !r',r'·P"(fl ',I '.l .'J'., ••FRITZLEN PIERCE ARCHITECTS VAil,COLORADO Item AD 4.3:Re:Attachcrl darifir...ations from Boyle Engineering. Item AD 4.4:Several inquiries howe been made as to whal custom color has been selected for the galvanized roof.The HOA has selected the same finish that currently exists on the Summers lodge in Vail,123 Willow Place.ThaI roof fini~h is a prototype color,combining Patina Green anti Slate Gray. FIUTZLEN I r,::;o l,)-"I Vl"v"lk...,;'r:"';I rd " PI[IlCE \",;1 r..'L:,IJ.l :'~i.·,~ p-".-'1 ..1.i,.t.\_ I 4:'4 ·I~(,-1'"1' •••..,.....;\',",'.·....I,·d,l'..·,I .•• •'V~.,'·,Il.k·rl,,I .....,......11',(.' Will,"";'I ~'i("~'~.."~hlt"'·, 'ljl<'r:1~';R.Dl'B,,",..l,r,hitc<I ~1\;p!"I!liL I r,'J !dll,~,'I1.'\"hil~~\ f),l'.·:d 11,1'''11 •.\~l '111('{'1 1\.1"1~'ll"I1,'(;:\(~rijr....\:,").1~'" •FRITZLEN PIERCE ARCHITECTS VAIl,COLORADO ADDENDA TO THE DOCUMENTS Addenda No:5 Project: Dale: Contractor: Potato Patch Club Condominiums Thursday,April 04,2002 ~a Znierfler,Integra led Reset:IrC8e~Sf---""'l=aM.~,----\l\1~/"itR~~~'~'~"","'R Rick "gen,RA Nels6A Fa~1 (970l949 4379 Wes Mitchell,l~eSe\\atef CSRstHlctiell FaIt!(3(;)3)733 9560 CFaj~Bruflb!:,Viele ConSlftlction FaN'(970)476 3123 Chris Klein,Woodslone Homes Fax:(970)845-947$ Owner: Consultant: Attachments: Potato Patch Club HOA larry Barnes,Vail Home Rentals SIeve lJunn,(;iflans Fax: Fax: Fax: (303)526-1247 (970)476-2684 (303)426-1732 Ihis document ;5 provided d5 a clarification andlor change 10 tile bid documenls and as such this document supt.·r~I.'tJes cJfl(!supplemelJts all porc.iolls of lhe bidding documents with which it conflicts. This addenda sl1al/be c:onsidered p;lrf of tile bid documents.All bids received will be assumed to incorporare rhe inform.ltion outlined in rhis addenda in the base price unlcss ;nslructcd orhc"'Yisc by rhe <lrchilect, Description: Item'\05.1:The low Bidder has indic<l.tcd that utilizing stone wall caps in lieu of cast in ptace concrete wall caps may reslIlt in a cost savings for the Owner.The low Bidder will revise their bid to include stone caps.Such caps are lo be nolless than '12"in lenglh and have not more than J/8"joints but may be straight pieces in licll of c:mvcd.Thc stone thickness will be not less than 1-1/2"and adjacent pieces will not vary in thickness by more than 1/8 N • FRITZlEN 11~lll""\\.,!I-:,'")(.,f.\I1"(;;p:'1 r I ERe E \'.ul I..JI .,;ttl.'1''i,- I'•.,.I ?I,'I~ r 'IYA ".--l' ',1';•••;111.1 ..."t..)'1 ••._......,.......I'-,i".-'" 1\'"''1,1,\1'''.1.11',.I'·'I''''!,.'·l,''''!:,I.fl.\r:f}l(J:,.J,>( •bon ffilllt'I'.,\!.\.;\r,'lOW'I \\';r;;;I'l F ri(,(",.·\11 hil(('! Th","~'1\I,"b,,-.\,.hll/.'Cl Sl!=r~U'II'Lr··r]·jt>'ln"'11.,\,...hiIL.I ),""0 B~~:1-.'ft I,il(-'" "":",,John;.:."('1':,(.",\.1'1,11-.'" •FRITZLEN PIERCE ARCHITECTS VAil.COLORADO ADDENDA TO THE DOCUMENTS Addenda No:6 Project: Date: Contractor: Potato Patch Cluh Condominiums Thursday,April 04,2002 &I--l:n+emetTlnt"e~gfi"..te~"B-J;R~e~so~"~,~eees>-----;;F~aJ(*';--WilhGfilWR RidE ,\gen,RA I'Je!son ~aJ(1 (970)949 4379 Wes Mitchell,Rese ...aler (eRSlru(liOfl ~al(:(3IB)733 0.%0 Craig Bruntz,Viele CeRslrl1E{ieR ~al(:(970)<l76-34-B Chris Klein,Woonslone Homes Fax:(970)845-9475 Owner: Consultant: Attat:hments: Potlto Patch Club HOA Larry Barnes,Vail Home Rentals Steve Bunn,Gi11<1n5 Fax: Fax: Fax: (303)526-'1247 (970)-176-2684 (03)426-1732 This document is provided as a clarificatioll and/ot change to the bid doruments and as such rhis doclimcnI supersedes and supplemenls all portions of the biddillg dvcumen/s with which it confliC1S. This addenda shall be considered part of the bid documents.All bids received will be assumed 10 incorporale the infotmation outlined in this addenda in (he base price unless inslrueled otherwise by the architect Description: Itern AD 6.1:For clarification,the custom roofing color is,per Owens Corning,a t'No tone custom color combining Slate Gray and Patin<l Green,the exacl same blend that was installed on the Summers Lodge in Vail.For vcrific.-,tion,the GC will submit a sample to the Architect for verification prior to placing the order for rnateriill. Item AD 6.2:FPA has been instructed by the Potato Patch Club HQA to request a revised Finall3id number to include the Base Bid and Alternate No.2.Alternate No,3 will be excluded at this time and will be reviewed as a potential Change Order in the future. FRITZLEN 1t·.;(',[:\'.1 v~il V,llk)e",·r.,.:r,<.I:,,,\.1 PIE RCE \'Jil.(...1 "iKl"I:l',',; p.··:n I,·(..'4~ I":,)1 ~(,>.1'J"1 t ,rIo ",;"ll'l,·,1"1,"h ,'<)'l'l...M......"...·.·..,.-\'.,'!.1·r,:IN1<",I]' •• ,• • ,• , 17-i!a.m. %/1 -. CERTIFICATEOWNER'S --_._--------- SURVEYOR'S CERTIFICATE CLERK a RECORDER'S CERT IFI CAT E 1731..2.6 I3 W .'P"':2-' IflWv (!.eu.t.-1/--< .D~-"?7J" \36 39 .\.~, ( \ --- .J • @ }<1 ~.0 .0 "f -""IY) °--<D ~ IUMS 5 SOUTH, r---- J")--lIP AN I ( • J l TI HE E tr PR t PAT , \, POTA A PART OF ,T I ANC RANGE:HCJ WEST TC wr F VAIL Ii Q T ..., "3 \- fnrnc.'rt t t~lT)~f 1 rnrr n f erner· ",e J \ CD ;:Numoer In Ctr~le des'qnQl~S c(nd0rr n j'T i,Jrllt llJlrlLuf " J\ ,. L f GEND ( • j \ I I '"(]) (]) '\J C\J w 11) .~ (]) C\J °, o ;:: ,.' 12000' j ,I'.t.·I •• N90000'00"W ,., ----------------_.' ,; ,.~~ I I ~•• \'l" ").\ I....*\h~\ T , o :) ) r() 1" c SoN ~0rn"r Section b,T 5S,f-I,dC'Iv.,~6th Principal Mefldlan,Eagle County,Colorado I >• " .' :i .' ,. 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