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Home My WebLink Aboutpitkin.bldg.273509101001 (2)DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. PITKIN COUNTY CONIMUNITY DEVELOPMENT May 29, 2008 Robert & Paige Zangri119 2883 Woodside Rd Woodside, CA 94062 In Reference To CDU: 2437 ~T~' Butte.:~.ilk Rd Re: Parcel 2735-091-O1-001 To Whomlt May Concern: I have completed an address assignment for a CDU on the above parcel. In accordance with our numbering system, the building was assigned as "2437 W $uttermlk Rd"'. This number assignment is based on the CDU's location in relation to the main house which has an existing address of "2435 W Buttermilk Rd". ' As part of the address assignment process, an e-mail was sent to Pitkin County departments. This address is effective immediately. Sincerely; ~e ~~~ ~~~~n~ ' Debbie Weinant Pitkin County Community Development (970) 920-5525 v,. ,o-x Y:$. M'?~ sm m.+t?. H'dv3...«.?rv- =.r-n. 4._ im L ac;tiF'#&'%f. pc ;k...^i :;: a.ew'ns:~ vx,~:{`9fX':-i~~+'~At' ~E~vt'.:-' - Certifica e o Occupancy ~. Pitkin County Community Development Department This certificate issued pursuant to the requirements of the 1997 edition section 109 of the Uniform Buildin Code. It certifies that at the date of issuance, the structure as described below was in <. 9 compliance with the various resolutions and ordinances regulating buildingcbhstructioh and use in this jurisdiction. -1': Use Classification: ADU AND GARAGE - Building Permit: 1258.2002.prrb Building Address: 2437 W BUTTERMILK RD ASPEN CO 81611 2, Owner of Building: ROBERT & PAIGE 77~.NGRILLO Owner Address: 2883 WOODSIDE RD WOODSIDE CA 94062 ~ , Group: R-3, U-1 Type of Construction: VN , Ilse Zone: APR-10 Description: ParcellD 273509101001 Tract 4, West Buttermilk Pfister Tracts. 1,003 square foot two-story structure includes a 440 square foot heated two-car garage and a 563 square foot Category I Housing Unit with two bedrooms, one full bath, and one kitch en. Sprinklered. Comments & Restrictions: n. BOCC 01-2004. Administrative Decision 29-2007. Zangrillo Second Amended Site Plan recorded at Book 84, Page 91. Deed Restriction, reception 490884. a " ~ /~ err ~ ' ~- t ~ ^V u~ ~~ Chief Building Official a p ' t ~, Note: In all occupancies, except R, this certificate must be, posted In a conspicuous place near the main exit on the premises for which it is Issued. Any alteration or use of these tlesc~itiedpremises or portion thereof without the veritten approval of the Builtling .,-: Official shall negate this C.O. and subject it to revocation. i.: ~ = iii3[3~:LISt.1'pt 11/21/2008 8:50:45AM ~~ Perinit# a= 1258.2002.prrb Type: 133 Notes: Inspection Check List Page: 26 COUNTY OF PITKIN Inspection Line:920-5532 Inspection Schedule for briaripa ,_ Scheduled for November 21, 2b08 FINAL BUILDING INSPECTION Time: 12:00 DESCRIPTION:#StoriesGarage:Attached_Detachetl Carport Bedrooms Full Bath3/4 Baths_1/2`Battis_ Kitchen_ACCESSORY UNIT:Living Kitchen Bath Bedroom Other. Fi~eplace'.Maker: Gas Comments: _ ,. t 1 -Accepted 2 -Accepted as Noted _ 3 -Rejected 4 -Partial/Not Complete Reinspectio Fee $ ress Contact Name: can Contact # 7b}zS6i~i'd'7~- 2437 WBUTTERMILK RD Contractor: SILICH CONSTRUCTION Owner: ZANGRILLO Page: 26 Lt*kn~~LlSt.fpt 10/30/2008 8;04~42AM Inspection Check List COUNTYOF PITKIN Scheduled for 1 -Accepted ,/ Permit# 0027.2008.PELE Type: 222 INSPECT ROUGH ELECTRICAL Notes: Re-inspect of rough Paper 12 Inspection Line:920-5532 ', ~,,. r,-. ,. ,<.. Time: 12:00 Comments: ~,,~~..a ~1, ~,. 2 -Accepted as Noted _ 3 -Rejected 4 -Partial/Not Complete Reinspec' Fee $ ~~`/ a~ a ress Contact Name: oe Contact # - 2437 W BUTTERMILK RD Contractor: JC ELECTRIC, LLC Owner: ZANGRILLO Page: 12 ~.. ., s. ~„_ n...,, n ~..~..~~,.~ ..k,~,.>t InspCList.rpt 1111212n 8 8:02:11AM Inspection Check List Page: 21 COUNTY OF PITKIN Inspection Line920-5532 Scheduled forNovember 12, Permit# 1258.2002. prrb Type: 501 ZONING INSPECTION Time: 12:00 Notes: Requested DayM Date / TimenMonday 11175in the afternoonk Road. J Comments: 1 -Accepted 2 -Accepted as Noted _ 3 -Rejected Reinspection Fee $ ~===-T~~~~° ~- G l~o ~~~- 4 -Partial/Not Complete O~~ A dress ontact Name: can ontact # - 2437 W BUTTERMILKRD Contractor: SILICH CONSTRUCTION Owner; ZANGRILLO Page: 21 ,_ .. a... :.._ :_ .. ,-,...<:. „.. h&u w:,a w,w ,--.. - :r.. , ....., `:;:.., , u,. ti.,:..:a .... n ~.- . .Iz~ ... ,-.A.Ja e~,.o..,.. i,.: InspCList.rpt 111121200$ 8:02:11 AM .S ..nr Inspection Check List COUNTY OF PITKIN Scheduled Inspection Line:920-5532,.. in . __ L~ ; Pape: 19 Permit# 1258.2002.prrb Type: 502 PLANNING ENGINEER INSPECTION Time: 12:00 Notes: inspections for Main House and CDU at 2435 West Buttermilk Road. Requested Day /Date /Time: Mohday 11117 in the afternoon: __ - , ~, Comments: 1 -Accepted (~ 2 -Accepted as Noted Reinspection Fee $ 3 -Rejected 4 -Partial/Not Complete ok I~,`,1at, ~~ c.®. ~~ I ~~~08 A ress ontact Name: .can Contact # - 2437 W BUTTERMILK RD Contractor: SILICH CONSTRUCTION _ Owner; ZANGRILLO Page: 19 From: Sean Ugrin [sugrin@silichconstruction.com] Sent: Friday, November 21; 2008 9:14 AM To: 'Robert G. Sinclair'; scott@compasscohstructionmanagement.cc Cc: 'Bob Zangrillo'; pzangrillo@yahoo.com; jsilich@silichcohstruction cnorris@silichconsfruction.com; 'Michael Bilger'; Susan Pearson Subject: 2435 West Buttermilk Zoning Review All As you know Susan Pearson, the County Zoning Inspector, gave us the OK to proceed with CO at the main house and the CDU yesterday. The second half of the inspection occurred at 7:30pm. Susan and I did a lighting review, t have copied her on this email. g q 0: A am, Susan cleared us for CO but she has some re uests that she wants met before the barnwill be released for C 1. Up-lights at the hearth room patio-she would like the lenses changed from bright white tp darker /translucent 2. The house exterior lights to be on a timer so that they do not stay on past midnight unless over-ridden by sensors or a manual switch when lighting is required 3. The barn exterior to be on a timerto turn the lights off at 9pm with the same caveats in #2 4. All house exterior lights to have bulbs when the inspection occurs at the barn. The property manager informed me he had not installed bulbs in all locations. Susan was kmd enough to take my word for it that the lighting was uniform and what was lit is representative of the entire property. That's it, today we are going for CO. I spoke to Brian Pawl this morning and he will do solar, final mechanical and CO this afternoon. Thanks, Sean Ugrin Project Manager Silich Construction C: 970 901 1473 Conditional Certificate of Occupancy Pitkin County Community Development Department This certificate issued pursuant to the requirements of the 1997 edition section 109 of the Uniform ` Building Code. It certifies that at the date of issuance, the structure as described Lielow was in compliance with the various resolutions and. ordinances regulating buiidingconstruction and use in this jurisdiction. Use Classification: ADU AND GARAGE Building Permit: 1258.2002.prrb Building Address: 2437 W BUTTERMIL_ K RD ', , a ASPEN CO 81611 Owner of Building: - ROBERT & PAIGE 77ANGRILLO Owner Address: 2883 WOODSIDE RD - WOODSIDE CA 94062 ' Grou : R 3 U 1 '` - p - , - Type of Construction: ~ VN ' "' ` ~ ~~ Use Zone: APR-10 ~,,, , ,r° ~" Description: Parcel ID 273509101001 Tract 4, West'Buttermilk Pfister Tracts. 1,003 square foot two-story structure includes a 440 ' square foot heated iwq-car garage and a 563 square foot Category I Housing Unit with two bedrooms, one full bath, and one kitchen. Sprinklered. , ?` ;fir , Comments & Restrictions: . BOCC 01~-2004. Administrative Decision 29-2007. Zangrillb Second Amended Site Plan recorded afBook 84, Page 9T. Deed'Restriction, reception 490884. This C.O. is conditioned upon completion of alt grading, surfacing of the driveway, revegetation dittie site, and approved j' installatio of extetior and interior permanent railir~s prior tobecembet 1, 20'08. t~ ''' _ X2%3; ~~ ie Bw ding fficial Date ~'~` ~ Note: In all occupancies, except R, this ce~cate must be postetl In a conspicuous place near ffie main exitoh We premises ,..., ~? for which It is issuetl. Any akeratioh br use of fhese'"described premises or portion thereof without the wnffen approval of the Building . ~i>. Offcial shall negate tfiis C.O. and subject it to revocation. r 130 S. Galena ASPEN ~ PITKIN.OII AspA1"i, CO 81611 " "I 970/920-590 920-5448 Inspection line PITKIN COUNTY Aoolydant to complete numbered spaces only. ~~ 111TY DEVELOPMENT, DEPARTMENT General. T APPLlCATI'ON i _ ' Permit CITY OF ASPEN ^ PERMIT No. JOB ADDR~®. „`~~. _. .... ~/4e~y t w^. 'I/.~.._. ~. ..,... BD LEGAL LOT NO BLOCK T.' OR SUBDIVISIO ~ - SEE ATTACHED SHEET) CO_ DE "OWNER MAIL ADDRESS '' -' 'ZIP PHONE 3Mio: • ~~ ~1rN611~#t,1A q ~A ~4P~ g~ ~ ~1LI ~I' ~ ~/D W p~° FD K CONTRACTOR MAILADDREBS - PHONE CE ENO 4.``~' New N (Z\ X111 ®r~ ' ~ Z - 3S6 FN _ ~_ ARCHITECT OR ENGINEER OF FECORD MAILA RESS PHONE iICENSE NO 5. 6. S! ~- X127 N •GF~J NWfIYu ; W I ~,' 333 MH Il Ms 'DE GNER' MAIL AO AESS ~ ` '' "~LICENSENO s ~M~NN Wll~l N p~-dN ~~h 1~° yl'~ -1200_. RF `C'AS OF WORK 7• ~ N EW ^ A D D ITI O N ^ALTERATION ^ REPAIR ^ JJJ ~~` ENERGY CO ~ ~ Q f / ~ ~ CENSUS CODE ~O! G.LS. FEE 7 r~ D-G / US ~ $~ ~~~ ~ ~ ~ 8,' ~// ~~ /~JIE I~b ~j~ / ~ , E_+^~{+'IY" ~~~,-f- ~/!. PLANCHE~~ i Jt ~ .n/ ~ .~- ~ ~ M~j-~ay~c ZONING FE VALUATION OF WORK SQU R F OTAGE c / • $ A E O I I'~~O Type o(Constmcnon Occupancy Group LOS Area f 'I stherefoodserviceinthisb' 11, ullding ^YE NO szeq,BYmmQ (total square FL1 Nq.p(s,°~¢¢ opq.Lgaa 12. Is LPG used? ^ vES o ~~~a'3 NO. OF BEDROOMS Use ZOn¢ Fire Sprinklers R¢quiretl? ^Yes 13. Parcel ID # If,, 7j ~ ~(~, . a ~ • Qo ~ ExISTiNG A DED ~ /1 _ C~ ~ ,~y . Alarm System Require0? ^Yes ^N° 14. Remarks C~-V-~Oti-CQcCQ~ ~,~~-•/ No. of Dwelfng Un is OFFSTREET PARKING SPACES '' * ~ 1Q ~ ~ ~ti,z ,-~ ~ `, f Covered Uncovered SPEGAL APPROVALS REQUIRED AUTHORI2E0 BY ' " ' DATE ZONIN ~ 3 3r G H.P.C. ~ PARK DEDICATION '. PPESUBMITiaL APPLICATION ACCEPTED P ~NSiB- APPROV DFOPISSUANCE ENVIRO HEALTH ~ til ~' ~ e~/ EnrGna~lrse~="' 2- L d` BV / • BV ~~ ' T~E B BY PARKS ' /I ` ~ ~ /// DATE ~,•~ DATE/ ° -O . FIRE FiRRS DATE WATER TAP ~~ NOTICE ~ SEPARATE PERMITS ARE REQUIRED"FO ELECTRI AL PLUMB G G "" ASPEN CONSOL SAN. DIST R C , IN , HEATIN , VENTILATING OR AIR CbNDITIONING. OTHER ,C THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCT~O'N"~ "! AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS. OR IF CONSTRUCTION' OR WORK' IS SUSPENDED OR ABANDONED FO!? A PERI00 OF 180 DAYS AT ' ANYTIfv1E AFTER WORK ISCOMMENCED. _ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND ~", KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF iNORK WILL'BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THEGRANTING OFA PERMIT DOES NOT PRESUME TO GNE'AUTHOAITY TO VIOLATE OR CANCEL THE PRO- ' VISIONS OF ANY OTHER $TAT OR LO AL LAW REGULATMG CONSTRUCTION OR THE PERFORMANCE O ON CTION. IT 15 tviY RESPONSIBILITY TO ` REVIEW THE OVED. NS ANYCOMMENTS THAT ARE'CONTAINEb' THE EE ~ TF~ RUCTURE AND/ORpR'OJ TIS BUfLT iN`~ ~COMPLIANC IT A LI BLE ~O '~ fF Jb ~ PAY N PITKIN COUNTY USE TAX ^ MONTHLY OR gOARTERLY RETURNS WILL BE SUBMITTED: ^ DEPOSIT METHOD 0.5 % OF 25%OF THE PERMIT VALUATION RAtD """ _ " qT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL"C6$71GiUST ~` _ _, _, BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETIONOF WORKAND / ORISSUATJCE bF `THE'CFRTIF`ICA`YE'bF O~bUPANCY. ^ EXEMPT: EXEMPT ORGANIZATION ^ RESALE: STATE&PITKIN COUNTRV"RESALE NO ' ANYONE WHO USES AND/OR CONSUMESBUILDING MRTERIALS AND FIXTURES IN slcNaTUP cDNTPAC ID n _ PITKIN COUMYIS SUBJECTTO THE 05°h l7SETAX. PROPERTY LIEN5 MAY BE PLACED ONTHE OWNER'S AND/bR THE CON- si T-RE Of owNBe liFOwNERauILDERI (DATEI TRACTOR'S PROPERTY WHEN USEYAX (SNOT PAID ~ ' THIS FORM IngA PERMIT ONLY WHFN VA Energy Code Validation Plan Check ValidatioCldATEb WORK STARTED WITH OUTPERMIT WILL BE DOUBLE FEE ~~ ~ " h ~ I Zoning ValidationY ~ Permit Validation 0.5 %` Use Taz Deposit Validation ASPEN * PITKPN CO oMN~N,,I~TY1 DEVELOPMEN oDEPA RT~MENT P~MMMM~ PPLICATION 130 South Galena 970 / 920 5526 970 / 920-5090 general Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT N- ApplicanCto complete numbereC Spaces only (}j.nr Permit JOB AD®DR~E ~S~ 8 ~.~ f~~~ ]~.~ I ~ V r/J~ 1. ~'"l %`~ N ~ ' " w ~ ~ ~ ~~ ~'i, , ~ I / //~f/ Ir)([~ /~ j ,~ ('~~ ~/ (~~, °y~, y~~ ~~ W '-7 2. LEGAL D Dry, s +iV ' ~i/ ~ ~ ! 1 V / ~yl r ~il ~ 3. ~1')ER ~A/. WA~~E~ ~~ ~~'~l AA ~ ~ ~1 Y/~ L- PHONE ~ FU 4 WN'R^S A_UTHORIZE.D`GENT ~ ~ J>7AIL AppRESS ~~~ PONE LICENSE NO '~10P~/{J 6 ~7%,a! rLjYJ-iW/j~/~yh((i_ ~ Z~-~f 2l~ /g - 3~ ~ ~~ Mw _ CQNTRACTOR MAIL ADDRESS PH E LIC NS 5:~~~~'1~''Z C.~1NGJ ~ ~~y~G' JJ~ ~ (t.~ MS 6 A//Vr'~~OR E%OFU JD ~ ~'~ MAIL ~~~ PHON^~ LICENS~ r r ~~ I ' AC~SS OF WORK ENERGY CODE FEE USE TAX CENSUS CODE G.LS. FEE I 7•, ! ~IVEW ^ ADDITION ALTERATION ^ REPAIR ^ YYY e" d~ J ~ ~ .us of euILDINC , SINGLE FAMILY ^ MULTf FAMILY $ PuN CHEC K F ' PERMIr -EE =~J ~+- zowN E ~• ' ^ COMMERCIALJRESIDENTIAL ^ COMMERCIAL ^ OTHER / _ I, ~ ~ ~ . VALUATION OF WOR E%IST f 0 J ~ ~~ ~ 9 ING SO 0 TAGE 1 O SQUARE FOOTAGE THIS PERMIT Type of ConsWCtion Occupancy Group Lot Area . ' ~ 11. Is there food service in thi IJUllding ^ YES NO siie of BUiidina Qotal Square RJ Np of Stories occ. Load 12. Is LPG used? ^ ves No - ~. NO.OF BEDROOMS Use Zone -- Flre Sprinklers Re puiretll es ^No , 13. Parcel ID# call 920 $160 f~ /~ ExISTINS D ; ~ ~ J/~~~~ 1 /j ~ 14 Harm System Regplred4 ^ra: ^No . Descri tion of Work P Y{'Y I/ ~/ ~ ~ No. of Dwelling Unns OfFSTREET PARKING SPACES ~ /(r (A y ~A~..~ ~ (! ~~~ ~ ~'/ c IV !/V {'/v ~V !/ A ` /y , / v Cavered Uncovemtl l ' ~ ~~ . ~. - SPECI A APPRO VALS'," REQUIRED ' AUTHORIZED BY ' DATE ZONING m:,2, :. w , H P.C. ~'1 PARK D DILATION PRESUBMITTAL APPLICATION ACCEPT PLANS,CHECKED APPRd~D OR ISSUANCE' ENVIR .HEALTH p / ~I L( " IL .v/ ENGINE G ev BY av~y, ~ T ~ . ~ ~ t ~ / / BY~ ~ PARKS ' // DATE1 9 DATE ~• ~ ' ~ , F ~/ ",( / y ~ DATE ~~/ NATUR RESOURCES _ 'r-F'~-` DATE FIRE M HAL - .. EAEQUIRED FOR OECTRE AL,PLUMBING, HEATING: VENITIL4TING ~'~ WATERT ORAIR ONDRON NG. gSPENC SQL. SAN:DIST. '. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION'AUTHOfaIZED15~~ OTHER NOT COMMENCED WRHIN"1Z MONTHS, OR 7F'CONSTRUCTION GR WORK IS$USPENDED OR ABANDONED'FOR~A PEf~'IGT)0-F t80 D"Al''S"AYAIJV TIME AFiERWORK IS COMMENCED. ~~ PAZ/ME¢JT~F'POTI(~I~'CIQ(1N'~Y ~JSE`TAX I HEREBV CERTIFY THAT i HAVE READ AND EXAMINED THIS APPLICATION RIND KNOV7Y11E" ' SAME TO BE TRUE AND C0~2RECT ALl PROVISIONS OF CAWS AND'ORDINANCES GOV ~ ERNI ` " ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED 5 NG THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIPt ED HEREIN OR ~ NOT. THE GRANTING OF A PERMIT DOES NOT PAESUMETO GIVE AUTH-O'RIYI'YO VIbIATE ^ DEPOSIT METHOD .5% OF 25% OF THE PERMIT VALUATION PAID ~ ' OR CANCEL THE PROVISIONS `dPANV OYLIEq STATE OR L`OCbC LAW REGULATING CON- UCT O OR bRMANCE OF CONSTRUCTION:'IT'1S MV`RESPONSIBIUNTO AT ISSUANCE A FINAL REPORTON TOTAL ACTUAL Cb$T MUST ~ , (, BE FILED WITHIN 90 DAYS OF SUBSTANTIAL CbMPLEYION 27F E T REVIEW EAPPROVED p NS AND ANV COMMENTS THAT'ARE CGSNTAINED THEREON B WORK AND/ORISSUANCE OF THECERTIFICATE OP OCCUPANCY. AND THE TRUC TURF"AND/OR"PR6JEC7lSBUILT IN`COMPCiANCE WMi"'ALL AP (CABLE COD ^EXEMPT EXEMPT OAGANIZAYION I 1 ^ RESALE: STATE & PI7KIN COUNTRYRESALE N0. - " ' ~ r 2 sIGNATUREOf coN Acro fDA 1 THEDEPOSIT METHODWILL BE ASSUMED UNLESS OTHERWISE NOTED. ~ I '"~~" ~, I~I/~[_,,.t ~ ` ~F-l "-E- ~ ANYONE WHO USES AND/OR CONSUMES~B(YILbING MA7~RIACS AND`FIRTURES IN ~F - ~ PR ME PITKIN COUNTI'IS SUBJECT YOTHE 5%OSE TAX p~ • ~ ~ PROPERN LIENS MAY BE PLACED NTHE OWNER'S AND /OR THE crvAruREOF OWNER pF OWNER guIioERI IDArE) " CONTRACTORf'S'PROPERN Vii HEM OSE'rA5~TS`NOT'PAIb `~ ~ THIS FORM ISA PERMIT ONLY WHEN VALIDATED ~ ORK DWITHOUYPERMIT WIL1 ~BEbOUB"L~FEE~ ~"~ ~~ Energy Code Fee Plan Check F Zon -" ` ~.~§ IS Fee~ ,~it ~ Freem Use Tax DeposR Fee Other FRRC ' i _... ., ~, a ,., (..... ,..,aaa ' ASPEN *PITKIN ICOMMONI DEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY CITY OF ASPEN ^ 130 South Galena 970 / 920-552 970 / 920-5090 eneral Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Lirie PERMIT N0. permit A licant to com late numbered s aces onl . ' JOB ADDR ..~. ~ r D 1. ' ~c ~€ T- ' C S bLO t o o d LEGAL DESCRIPTION' ' ~ "' 2 O - 3 . UE ~ ~ MAILAODRESS ZIP PHONE ~ 3 a FD ~ A ~ ~~ 9 Rrl , OWNER'SAUTHORIZED AGENT ~ MAILADDRESS PHONE LICENSE NO FN 4. MH CONTRACTOR ~~ MAILADDAESS '' PHONE LICENSENO 5 ~' ~ ' MS /7/~ C .~o Sid .ll 4zt-`143 6S 325 FiF n ARCHITECT OP ENGINEER OF RECORD MAR ADDRESS PHON¢ LICENSE NO Z 6. SN n S OP WORK ENERGY CODE FEE USE TqX CENSUS CODE G.LS. FEE n 7" EW ^ ADDITION ^ ALTERATION ^ REPAIR ^ ~'. ~ /~ n m USE OFBUILDING INGLE FAMILY ^MULTI-FAMILY PLAN CHECK FEE PERMIT FEE ZONING FEE r r $" ^ COMMERCIAURES ENTIAL ^ COMMERCIAL ^ OTHER ~ S VALUATION OF WORK D ' EXISTING SO. FOOTAGE SQUARE FOOTAGE THIS PERMIT type of Consiructlod Occupancy Group Lot Area O 7 ~~A 9. $ ,/ 10. m Js there food servile ih this building ^ Yes r~Gnib 11 siae greuua~ ~ Nq, qt srgnee oqq. Lgaa . (Total Square J 12. Is LPG used? ^ vES quo ~ NO.OF BEDROOMS Use Zane ~ Flre Sprinklers Requiretl? Yes ^No 13. Parcel ID# call 920-5160 ExISnNG App3o - _ ' -" +~~ Alarm System Requirea4 ^Yes ^No 14. Descri tion of Work P ~, S / }~ '~]~ No. qt Dwelling Units OFFSTREET PARKING SPACES C S ~ V ~ Coveratl ' Uncovered _~ ) 1 SPECIAL APPROVALS REQUIRED AUTHORIZED BV DATE ' '"~~ ` ZONING O ~ t ~ X~111I p O ~ Z ~~ Y~ 4 V . 1~ H.P.C. PARK DEDICATION PREBUBMITTAL APPLICATON PIED PWNS DK p APPROVED FORISSUANCE ENVIRO. HEALTH -_ ENGINEERING _,_ Op By By BV V PARKS S PATE PATE DATE NATURAL RESOURCES DATE ' FIRE MARSHAL NOTICE SEPARATE PERMITS AREAEOUIRED FOR ELECTRI P B N H TING '~ WATER TAP CAL, LUM I EA G. , VENTILATING , OR AIR CONDITIONING. ASPEN CONSOL. SAN, DIST. __ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTNOR12ED'IS -' OTHER ' NOT COMMENCED WRHIN'.12MONTHS,OR'IFCONSTRUCTION 6R WORK IS'SUSPENDED" -' OR ABANDONED FOR A PERIOD OF 18D DAYS AT ANY TIMEAFTERWO}i(CTS COMMENCED. PAYMENTOF PITKIN COUNTY OSE TAX SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOV "' E _ E A I I ONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTE D ERNING THIS NPE 6F WORK WILL BE bbMPLIED WITH WHETHER SPECIFYED'HEREIN OR~ NOT. THE GRANTING OF A CERMIT DOES NOT PRESUME TO GNE AUTHbRnYT01nOtATE T ER S ° DEPOSIT METHOD .Sh OF 25%OF THE PERMIT VACUA TION PAID ~ ~~ ~ OR CANCEL H PROVISION OF ANY 07H STATE OR OCAL LAW REGULATING CON AT ISSUANCE. A FlNAC REPORT ON YOTAL ACTUAL CO STMUST ' - '" STRUCTION OR THE PERFbRNANCE OF' CONSTRUCTION iTTS MY'RESPONSIBILIN TO ~~' S OPSUBSTANTIAL COMPLETION dF ' A ` REVIEW 7H PROVED PL'ANS'AN ANY COMMENTS'TFTATARE CONTAINED"THEREON ~ WORK AND /OR ISSUAN bE OF THE CERTIFICATE OF OCCUPANCY. AND SEE AT HE STRUCTU A / R PROJECT IS BUILT 1N COMPCIAWCE WITH ALL ` p EXEMPL EXEMPT ORGANIZATION APPLICABL DES O RESALE:STATE&pBK N COUNTRY RESALE NO /~ ~~ n ATEI siGNATUROOP CQQ'''+'T~RACTOR At THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED ( <__~ JD~{p~t'/d,. /Y` '~/~ ANYONE WHO USES AND/bR CONSUMES BUILDING MATERIALS AND FIX7VRES IN' ' ' ~ ~ ' PRwT NAME PITKIN COl)h1N1S SUBJE CTTO THE 5°/ G SE YAX ' PROPERN LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE ` sI3NAnRE OF OwNERpF OwNERBUIUpER) - (pAT7c CONTRACTOR'S PR OPERTVMHENUSETAXIS'N'OY PAID THIS FORM IS A PERMIT ONLY WHEN VALIDATED ~ WORKSTARTED"N/ITHOIUT i'ERI"v1iT WILL BE DOU~DLE FEE ' '" ""~""'~"~ "` ~' gy Codas ee ~ ® heck Fee Zoning Fee GIS Fee P~~ft Fee::''' Ose Ta ~~sft Fee' ~ ' 1 '~ ' Ener 3 `~~/7~' I'-J-/ Other Fees n I - ._ '~.. ...u..n~~ - ...n....... a. .':'kif ...i ir.e L r....': a, w rWV ..= ,.. ~ i WHITE-FILE COPY CANARY APPLICANT ,~ PLUMBING PERMIT APPLICATION 2 PITKINCOUNTY~ COMMUNITYDEVELOPMENTDEPARTMENT CITYOFASPEN ^ 970/920-5526 130 S. Galena 970 / 920-5090 970 / 920-5532 Inspection Line Aspen, CO 81611 970-920-5448 Ins e tiori Li e PERMIT NO C Permit Valdation Plumbing/Mechanical Permit Is being issuetl on the order/removal at the applicant's expense. ALL PLUI JOB ADDRESS 2435 ~\\~~ S O ER "L ~~ MAIL ADDRESS ZIP PHONE' '~ ~-- ~"~- 2~-1 (7r-1~~0 'CONTRACTOR ~ ~~ """ MA7LADDRES§" ~" " ""PRONE CITY LICENSE NO. '~"STATE LICENSE NO.- YY1AY~tt.piM J ~•ac C~3 CArz(Ir~~L (,nom ~t-S~~L Ltar~au' ~ 'USE OFBl11LDING: ~ ~ i COMM IAL RESIDENTIACO BUI ~ING PERMR NO_ _:'''~~^'y'j,;'," ' L/ J R -' 7 - /` I KJ cuss of woRK: "~ ADDITION O ALTERATION Q REPAIR Is there arestaurant iN this tiuild v i n R gR pp Y es O~ N o ~ Type Of FUe: OI (] Natural GBS LPG I] ~ ~ WILL PENEiRATI0N5 BE MATSE IN FIRERESISTNE CONSTRUCTION?:."` YBSn NO If yes, a plan review is required. Describe work:. ~j ~'~ NO. PERMIT FEES TYPE OF FIXTURE OR ITEM FEE Water Closet (Toilet) Bldef ~ `I , ~ Bathtub - Lavatory (Wash:Basin) ' Shower Kitchen Sink & Disp. Dishwasher I Laundry Bar, Utility Sinks Clothes Washer ' Floor Sink - Floor Drain ~ ' SPECIAL CONDITIONS: WateY HeateY M/BTU ea. Gas Systems: # Outlets Water Piping &Treafing Equip. --~ :'~ (r/J f ~ 1..!C/ ~ .. Other APPLIC ON A EPTED: PLAN5 CHECKED; APPROVED FOR ISSUANCE: '`` ~ V MI3 E t Y -__ eY _ ey i~ / Dale ~ ~YP ~~ Date Date ~ ~5 - Plari Review $ _ NbTICE .- Fixture Fee $ THIS PERMIT BECOMES NULL AND VOID IK WORK OR CONSTRUCTICN AY7rHOR2ED IS`NOT COMMENCED WITHIN 160"DA"VS' ~OR IF CONSTRUCTION" Op`WORK IS`SYJSi'ENDED OR' ' Permit $ >_ , ABANDONED FOR APERIOD OFi'eD DAYS ATANYTIMEAFiERWORKIS COYv1MENCED`SFTHIS RERMITIS ISSUEDTOAPR PERTYW H ASP " ' SUBTOTAL $ ITHINT O E ENCONSdLIDATEDSAMT ATON DISTfi(CT THE PROPERTY OWNER IS RESPONSIBLE FOR'ADbITIbNAL SEINER U`SE FEE5 `~"" Use Tax $ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TMS APPLICATION AND KNOW THE' SAMETO BEiRUEAND RE T N TOTAL. DUE $ COR C . ALL PROVISIO S OFLAWSANDORDffYANCES GOVERNING THIS E OF WORM WILL RE COMPLIED WITKVJHETHER`SPEOIFIED"RE'REIN OR"NOT.7t'iE G NTI G FAP IT DOES NOTPRESUMETO vEAUn-IdRriv ro'Vlo[nTEbRCANCEL" OV ION OF NV THER STATE R LO L W REGULATING CONSTRUCTION OR HE CE FC UCTI - ~ }'~ d5 si r or coN Ac RoR AU RORrzeo AGBNr ~ !f DArE~ /~`~~ ~„-•, ^,_ , ~(~/L,.•~ SELECTION OF METHOD FOR PAYMENT'bF OSE TAX `,~' Ny/MONTHLY OROUARTERLYRETURNSWILL BESUBMITTED" 17 DEPOSIT METHOD:'/z at1~OF THE MATERIALS MATERIA /~ qT ISSUANCE FINAL REPORTON70TAL ACTUAL ALUATION PAID NOW S COST'" PRIM NAME ' . L - MUST BE FILED WITNIN'g0 LSAYS AFYER 00`MPLETIY)N OFINOPK. slcNAruRE Or owNERpv owNER eUI~DER) '" IoAra " owNEwAPPUCANr rt. a inddd'apPl carat pa nallyp rro plu bi g'.* the asst ibedp opahy o~"" rcod h ty rtmes g o r Ys ch per It mat§h 6 de abed p op dy esitl nce la db [b ppl t roar IDa apprc M of eng§g d ntheb sn ofconslrocMO or m tlali'p; and sucF PfoO ~' t to d d f sale o I I t ,X 1 pNpe(ty (oc p tl o to !je c pled by t ants wheMer tm t pe a e,iry II m g e nyop t th p bl .rc d toodmeepcmpl a mmgseasauranpea Ise dt ith I I pl q'ngpe Rt ih pplfeent pOR M[ [freprov b B(OA96ed11on {T 58i-' ttalz)r 'a a( dehull oedmplyh tKwnroeg dsr anon ortne pmmbinp pgrmm o.ahv cotl f'cate of occupancy uHwRNreypectt ih popery orra d OeseilbN'1. APPllcant Data' GENERAL CONTRACTORS OIiOQSINGTRfS METHOIS MUST REPORT AND REMIT TAX FOR AL LSUBCONTRACTORS THAT~DO NOT OBTAIN THEIR OWN PERMIT. MATEFIALS VALUATION: O EXEMPT: STATE & PN}CIN COUNTY RESALE NQ '' EXEMPT ORGANIZATION Yz of 1 % Use Tax De oslt Validation P WF71TE-FlLE COPY YELLOW-APPLfCANT ` ~" """~~ `"~ C) 0 Z D Z m O Z m Z C W m 7J . r - PLUMBING PERMIT APPLICATION 2 - PITKIN COUNTY ~~ COMMUNITY DEVELOPMENT DEPARTMENT CITYOF ASPEN ^ 970/920-5526 130 S. Galena ' 970 / 920-5090 970 / 920-5532 Inspection Line Aspen, C0 81611 _ 970 920 5448 InsT~ection Line JOB ADDRESS OWNER ~d~er~' Zq ~ r. ~ ) MAIL ADDRE S ZIP PHONE CONTRACTOR MAIL ADDRESS '' ~ PHONE - CITY LICENSE NO. `'STATE LICENSE NO.' ec' ' Mec~. ,ni mac. asb6 uzU Cct a,~}ct) 9 -IyV 1'I92U3 USE OF BUILDING COM ERCIAL O RESIDENTIAL BUILDING PERMIT NO. class of woRK: I=YNEW O ADDITION 17 ALTERATION ^ REPAIR Is there a restaurant in this building? Yes ^ No d Type Of FUBI: Oll^ Natural Gas'19~ LPG ~ - WILL PENETRATIONS BE MADEIN FIFE RESISTNE CONSTRUCTION7 :~ YeS~ NOO It yes, a plan review is required. TYPE SPECIAL CONDITIONS: Water OR FEE ~.~~~~ . f../`.~1 A y! /1 ~ vvarer nPmg « I rearing tqulp. 1..Ji ~~ i! ~~./" Other PLANS av L' I/L~//J_ er Dv DateJ~J^"/a./ ¢~ Date oa THIS PERMIT BECOMES NULL AND VOID IF WORKOR CONSTRUCTION AUTHOR2ED IS NOT COMMENCED WTHIN 180 DAVS',' OR IF CONSTRUCTION OR WORK IS' SUSPENDED OR~ ABANDONED FOR A PERIOD OF 180 DAVSATANYTIMEAFTER WDRk YS CO7dIICAEYYCED TFTH}S PERMITIS ISSUEDTOA PROPERTI'WITHIN#HEASPEN'CORS"dP.'IDI\'TED 3E,ISITAMbAD1STRICT` THE PROPERTVOWNER`IS RESRgtJSTt3LE FOli ADD~mONAI:SMM1/ER USE FEES I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIONAND KNOV/TAE` SAMETO BETRUEANDCORRECT. ALC PROVIS(ONS OFLAWSANOORDINANCES''GOVERNING THIS TYPE OF WORK WILL BECOMPLIED WITH WHETHER SPECIFIED~HEREIMOA'Nb~T~ THE GRANTING OF A PERMIT DOES'NOT PRESl1METO GIVE AUTHORITVTO VIOLA7t' OR CANCEL' 7HE PROVISIONS bF ANV OTHER STATE dR LOCAL LAW REGUL471NG CONSTRUCTION OR T ANCEOF UCT10N. SIGNATURE OF fgITfRgCTOR OA AUTHORIZED AGENT (pgTt7 SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) OWNER/APPLICANT: The tl g ed appl wMto personally p rto m plumbing wok the descrtiatl prdpelty of residence hereby cenlfee ndilion of uance of sucM1 pa tthatthe abdvaE Ibed propeFfy«esitlence Is ed by the appl'c [[h tthe appcaM nOt enQagedin th b Reo(conBlmCfrnOY remotlelhlB anOd 3ucN" propMy' of irrtentlad f sale r resale o s t rental propeKy (occ p d or to tie occppled by tenants whether tre t p nt) o Illtb generally pe tothepubllc: ttlsuntlerstcadihataompllanc6wNhtheseassumncas isacpndton otthe ss n «aplumbingp rtto MeappllcaMp uari to t7wpr s~re ofCR5 $ddt on 1258+' i13(21(as amended)entl th Hall la tc'cbmplY herewRM1 wlllbeg ands lprrevocMldn orthe plumbirigperm[pr any canRCate of accupenry l3euetl wth rasPoCt to fieproperty or roaitlance described riew $ Fee $ SELECTION OF METHOD F6RPAVf'JIENT OF USE TAX-" MONTHLY OR OUARTERLYfiETURN5 W ILL BE SU$fJiiTTED. O DEPOSIT METHOD: V, of 1 % OF THE MATERfALGVALUATION PAIDNOW AT ISSUANCE.'FINALAEPORT ONTOTAL' ACTUAL MATERIALS COST MUS7 BE FILED WITHIN 90 DAYS AFTER COtv1PLETION OF WORK. GENERAL CONTRACTORS CHOOSING THIS YNETHOlSMUST REPORT "" AND REMIT TAX FOR ALL SUBCONTRACTORS THRT'DO NOT OBTAIN THEIR OWN PERMIT. MATERIALS VALUATION. O EXEMPT: STATE & PITKIN'COUNTV RESALE NO. ' EXEMPT ORGANIZATION ' PermitValidation -- ~ ~ '/z oft%~U epfax ' P ' COPIES. WHITE-FILE COPY WELLOW-APPLICANT {~,~ ~~'~"2~~~4`s°Z~ Plumbing/Mechanical Permit Is being issued on the condltlon that all items requested are~on the approved I ns. A hl ' ~" o,Slo M' ~ Icant's ex ense. ALL PLUMBING Nb PP P 'PERMITS ARE REQUIREb BE QJVJi~ Jp~~E. Ml~•_-~..f..1ICeG"' order/removal at the a I' ! // !/ n O z D Z m~ x O z m Z C W m ELECTRICAL PERM~~' A~~LICATIDN 3 PITKIN COUMY~ C.OMMUNITYDEVELOPMEfVTDEPARTMENT CITY OF ASPEN 970 / 924-5526 130 Sotrth Galeha 970 / 920-5090 9T0 / 920-55321nspection Line Aspen, d0 Bt611 970 / 920-5448 Inspection Line PERMIT NO. 2435 WEST BUTTERMILK RD (CDU), ASPEN OWNER PHONE ZANGRILLO, ROBERT "` ~ ELECTRroPl CONTRACTOR MAIUNO ADDRESS 21P PHONE COLO. LK:.• JC ELECTRIC INC 0020 SUNSET DR #9 BASALT 81621 927-3480 7439 BUILDING PERMIT a OOGUPANCY GpOUP $ EtECTRIt:AL VALUATION" SQUARE FOOTAGE 1258.2002:PRRB 11700.00 USE OF BUILDING COMMERCIAL ~ RESIDENTiAL~ " CLASS OF WORK [}ADDITION ^ALTERATION ~IEW ONSTRUCTION SERVICE ®OTHER ~ DESCRIBE WORK IN DETAIL (FORADORbNS.ALTERATIONS, INDICATE TYRE, NUMBER ANDLOCAnONOFSOURCI:OFCIRCUlCS: ' WIRE CARETAKERS DWELLING UNIT ` OWNER/APPLICANT: The undersigned applicant fo personally perfomt elecbfeal work on the described property err resklence hereby cantles as a contlitbn of , issuance of such permit, that the shave descdbetl property or resWence 15 owned by the applicant: that the applicant b not engaged In the business of construction or rematleling: and such property is notintended far sale a resale, nor is it rental property (occupied Or to he oxupletl kry tenants, whether trarlslerit or permanent} nor i , w ll it be generaly open to the public. tt Is understoodihat compflance with these assurances b a LOnd111011 of the Issuance of an electrical. pemik io the applicant pur- h suant to t e proNSlons of QRS. Section 12-23-111 (2J (as amendedj, and thaf failure fo wmdY hen;with will be grounds for revocation of the electrical permit or any dfl cer cato of occupancy Issuetl with respect to the property or resitlance deacnhetl. APPlicant: Oats: PAYMENT OF PITiON COUNTY USE TAX usE rax PERMm FEE DoueLE MONTHLY OR OUAATERLV REfUPNS WILL BE SUEMITrEO DEPggIT METHOD:'h of t % OF MATERIALS A t 0 0 c [y Z 7 __~ ~ Lj V USATfON PAID NOW AT ISSUANCE. A FlNAI REPOBI' ON `- Zq TOTAL ACTUAL MATERALS COST MUST SE FIIED WI7H1N SD DAYS OF SUBSTPMWL COMPLETION OF WORK AND/OA ISSUANCE OF CEF'RLFtICATE OF OCCUPANCY. b MATERIgLS VALUATIONS ~ `7" ~ ~ °~ APPROVED BV RFIE MAR3HIU. PATE EXEMPT. EXEMPT ORGANVATION RESALE: STATE AND PITKiN ANYONE WHO USES AND/OR CONSUMES MATERALS ANO FIXTUpES IN PlfWN COUNTY LS SUBJECT TO APPROVED BY HPC DATE THE .S%USE TAX. ' PROPERTY LIENS MAY SE PtgCETJ ON THE OWNER'SANO/OR THE CONTRACTOR'S PROPERTY WHEN THE USETWf IS NOT PAID: ^ NOTICE For all wont done under this permit, the permatee accepts tull responsibility for dpmpliarKe with BULLDINO DEPARfMETfI'ACCEPTANCE the National pectrio Cpde, the City df Aspen ord~nanees; and alt other county reeolutlons, city crtll- APPROVED ev nances, state laws, whichever applies. PEVttlft sub(ect to reviceatlon or suspension for vitiation of a l pATE ny aws 9oveming same. An axepted final electdcaf inspection shah be obtained Pltdr to using " ~ the a al sy em. A final a rival inspection shall bareque~ted wilFlin 48 hours after wmdet- / <~ f ing a rival st~llati PERAUT VALIDATION 02~18~08 sW aAPw.K'araT DA+E / 1lICKIF DATE ~~~21 ~ RECEIPT a ppC~ ~~hIGlJ !J TOTAL ~j '~" ,~ ~,~ ENS PRIMNAME L~"1 I~ / J ~ ~~ 3 R"S Ncwb:. Af~~N~"~IN~SKI`y^. un wn 'v'~`'Sw'~h~'~~M"~aN'.9°%%n~'nib FmN'N...u .... - ` S 0 Z D n D 2 0 z m z c m 37 S -;a ;~ .L G E mad This Form Resef"Ths`°"~o'n~mw~~/ prtrt~ThtsForm ` J. aMtl~.,w~4;y. al...G) ~M.(-i ESy. `L'^..q'+-r"diiV(J:.~i"'Wf~ T LLti"' ~ ,., -„µ, , CCU-P~¢-e~~r ( r~~S MECHANICAL PERMIT APPLlCAT~ON ASPEN*PITKIN COMMUNITY OEVELOPMENTOEPARTMEIVT '~ PITKIN COUNTY S°~ CITY OF ASPEN ^ ~ ~ ~,~ ^ .,,_~n~ 130 S. Galena 970/920-5526 970 / 920 5090 ~(J ~, Aspen, CO 81611 970 / 920-55321nspection Line 970 / 920-5448 Inspec4ion Line P~RMI7 N0. JOB ADDRESS ~, ~~' ~ ~, ~ ~~ ...._. MAIL AQ1D E/S_S ZIP PHONE • 1~V OWNER'S REPRE EMATIV MAIL ADDRESS ~ PHONE ~' LICENSE NO MECHANICAL CONTR TOR ~ ~ IL A~ESS ! , - PHONE ~~~ LICEN§~_ l'~ ' 1 ,, ~ _ / ^ ( ,} /( ~ ^ ' 7 r ` , 3 ' t/ li N ' M" ~+ ~/V ~ J ` U USE OF UILDING ~ GENERAL COMRACTOR ~ ~HGILDING PERM 1 N 0 - " f ~ I2So°2~2 ~i~ . CLASS OF WORK: L~NEW ~ ^ ADDITION ~ ALTERATION ^ REPAIR I s th e re a restaurant in this buildLngo Yes ^ No --rr ~ y ~ _ ' WILL PENETRATIONS REMADE IN FIRE PESISTNE CONSTRUCTION7. L.!YES q,/'VQ ItyES,aplan rBVieW IS reGUlred. /.~ .... _..... .. . . x _ DescRIBE woRK: ~ .. . _ ... ,~ Type of Fuel: Oil ^ Natural Gas LPG ~ PERMIT FEES No. Type of Equipment Fee ' Forcetl AlrSysterns-Gravity Systems=B T.U. Sl Wall, Suspended or l7hit Heaters " Dryer Vent Appliance Vent Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIYMAV HE REOVIRED ~ ~ - Repair, AterailOn Or AddnlOn t0 EXi5tin9 System _, Boilers (includes vent} B.T.U. AFUE% SPECIAL CONDITIONS: Air HdndNpg Unit- C. F. M: Evaporative Coolers ~ ' [~ /1 Ventilation Fan ~ ~ ` ' ~4/- - ( Range Hood APPLICATION ACCE E HPC: PLANS CHECKED: APPROVED FOR ISSUANCE G25 "piping" ' sv a : ~ V~ ' Gas Log or Appliance oaro ~ v - ev - ey ~ ~ °' Other v ~. - oa~e Dare o e . ~ '- Plan Review $ NOTICE Fixture Fee $ THIS PERMITBECOMES NULLAND VOIb IFVJORKORCONSYR<"SCTIbNAiITN~~R([ED" ~ ~ IS NOT COMMENCED WITHIN 12 MONTHS OR IF CONSTRUCTION OR WORK IS Permit $ ~ . SUSPENDED OR ABANDONED FOR A PERIOD OF f80 DAYS AT ANV TIM1i1E AFTER WORK IS SUBTOTAL. $ COMMENCED: - - ~ Use Tax. $ THEREBY CERTIFY THATIHAVE READ AND ExAMINED TFIIS APPLICATION AND KIV'0'~JTHE~" $AMETOBETRUEANDCORRECT ALLPROVISIONH OFLAWSANDORbYNANCESGOVERN TOTAL FEE $ INGT P OF WORK WILT. BE COMRL`IED WITHW ER SPECIR[b HEFlEINOR NOT GRAN I GOF ERMR GO E TAX' E O ~ ES NOTPRESUM GIVE AUTHORITY TO VIOLATE OR L TH PRO IS NS F V OTHER TA O LOCAL LAW gEGULATING CON C T E RF EOF 5T N f MONTHLY OR QUARTE RLY R ETURN S WIL CBE SUJ~TTED'. ~ ~ ( S ~ ~ DEPOSIT METHOD 0 5~ bF 25h OF THE PERfvA7T LABOR'AND MA7Ek1ALS I ~ ' J VALUATION 7AID AYIS6UAN EE AFINALAEPOR70NTOTAL ACTUAL COS7MUST" OF co CTOR DR AUTHORIZED AGENT "- BE FILED WITHIN 90 DAYS OP°SU~STANTIAL CO"MPCETOA d~IM1~ORi('~AND/OR"` ` ~~~ (DATE) ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. VALUATION ' EXEMPT: STATE & PfTKINCOUNTV RESALE N0 PRINT NAME - . EXEMPT ORGANI2A}ION "~ "~ ANYONE WHO USESAND/OR CONSlJMES BUILDING MATERIALS ANDPIXTl1RE51N PITKIN COUNTY IS 6U&IEC7 TO THE O'6%U6E'Y}U"'P'TfOPE1SRYL7E~6"MF11~E PLA'~ ED ON1~iE '`~~ SIGNATURE OF OWNER QF OWNER BUILDER)" '" "' (DATt7 ~", .. .c: i OWNER"SAND/OR THE COMRAC7dR'S'PROPERTYWHEMUSE YAX'IS NOT PRID. C C II ~--- --°--••-•• va ro use tax ueposrt VaUtlation hlumbing/Mechanical Permit Is being issued on the cdndltlon that all items requested are on the approved plans. Any deviation shall require a IS BEINGIINSTALLEID oN 4tu pNecmai~ oenbeie W n~ ~:fn.Ci~A~ICAL PERMITS ARE,REOUIRED TO B~ ON THEJOB`SITE. `IP THE COPIES: WHITE-FILE COPY YELLOW-APPLICANT MECHANICAL PERMIT APP~LICAT.10(V ASPEN*PITKIN COMIv1UNITY'DEVELOTSMENT b'EPAR?-N1ENT' "` ' "~ PITKIN COUNTY ~ CITY OF ASPEN ^ ,,~© 130 S. Galena 970/920-5526 970 / 920 5090 OQ~ ~. Z~(~, ~/Vf~f Aspen, C0 81611 970 /'920-5532 inspection Line 970 / 920-5448 Inspection Line PERMIT NO-~C' JOB ADDRESS ,...:.. ~... ...,_ .,. .. ,,, .".,. _ ~. ,. ~/ ~..~- ~ Grv-~i OWNER MAIL ADDRESS"' ZIP ~ PHONE 4'r ZG c~l~ OWNER'S REPRESENTATI MAILADDRESS '' PHONE ~ LICENSE NO ~~ MECHANICAL CONTRACTOR MAILADDRESS ~ PHONE ' ~ LICEMSE~V~VO ~ ~- fC ~ C , O ,, i ~~ - _ 1~2.. USE OF BUILDING GENERAL CONTRACTOR-~ "' "~ `" '-" BUILDING PERMITNO. Si ' ,n T 12 .200 , a~212 cuss of woRK: L'~~NEW ^ ADDITION ^ ALTERATION ^ REPAIR Isthere a restiaurant in this building? Yes ^ No ~ ~ -r WILL PENETRATIONS BEMADE IN FIRE RESISTIVECONSTRUCTION?: LJ YES ^NO ~ It yeS,dplan reVleW lS regWred. ~~ '~ DESCRIBE WORK: Type of Fuel: ', Oil ~ Natural Gas Q LPG ^ - PERMIT FEES ' No. Type of'Equlpment Fee '~ I t 1 ~ Forced Air Systems-Gravity Systems-B.T.U. Wall, Suspended or Unit Heateis I iG~~ ~i Dryer Vent Appliance Vent Htg., Refrlg ,Cooling' Absorption Unit ADDITIONAL MECHANICAL PERMR MAYBE REDUIRED Repair, Alteration or AdtlRion to Existing System' ' ...,,,.,, ~. ,„,,.,, Boilers (includes ventjB.T.U.{$Q tjorAFUE%Q SPECIAL CONDITIONSi ~~ Air Hantlling Unit- C.F.M. ~- ~'~ ' EVaporatlve Coolers ' ' ((ii Ventilation Fan TT v~ ~ Range Hootl APPLICATION .PLANS APPROVED GaS "piping" ' ACCEPT CHECKED: FOR ISSUANCE ~ ~ a s a : i l Gas log or Appliance ' --~_ v ~ v v ev ~ Other Dam C Dale Dare oa Plan Review $ NOTICE Fixture Fee $ THIS PERMrf BECOMES NULLANDVOIDfF4VORKOR CONSTROCTIONAtITHORIYED-~ IS NOT COMMENCED WITRIN 12"MONTHSjOR~(F CONSTRUCTIOKfOR`VSORR Permit $ IS SUSPENDED OR'ABANOONEO FOR A PERIOD OF 180 DAYS 7~T AN1' TIMEAFTER" WORK IS COMMENC D SUBTOTAL $ E . Use Tax $ IHEREBV CERTIFl'THATI HAVE READ AND EXAMINED7HIS APPLfCAT10N ANDrKNOWTF7E'' SAMETO BETRUE ANDCO'Fil?ECT ALLPROV1SfONSOKLAVJSAND ORDINANCE'S GOVERN TOTAL FEE $ ING THIS TYPEOF WORK WILLBECOAAPLIED`GVITHGVf3ET`F'IER SPEOIkTEOHEREIN OR150T`~ THE GRANTING OFA PERMIT DOES"NOTPRE~UME`fO GIVEkUTFfORITY Tb V'IOLATE OR ~" PAYMENT OF PITKIN COUNTV USE TA7( CANCEL THE PROVISIONS OF"ANY OTHER STATE OR LOCAL LAW~REGULAYING CON- ' . -,., „__, ONTHLY OR~QUARTERLV ~~$~LL'9E $rJBMRTED ~ STRU;~RTHE PERFOR~ONSTRUCTION. `" ^ EPOSITME7H0'D 0 5h OF' 25%OF"TRS"PBRMIT TABOR AAD MATERIALS ' ./ ~`~~ ~ /y O~5 VAL ATION PAID AT ISSUAN C~c AFIM{CFi~POfiTONTOTAI.'gCRYAL'COST IiAUST.,. ' SIGNATURE OF CONTRACTOR OR AUTHOR12ED AGENT (DATE) F $U(3STANTTAL C'O MPLET16t5 dK WORK AND/OR W ' V y SSUANCE OFTHE CERT FIG ATE OF OCCCIti9CNC V: VALYIA`fTOr'~ ~` - _ , _~bYi .. //Pn~lh~ ~ EXEMPT: STATE&PITKINCOUNTY RESALE NO ` PRINT NAME . EXEMPT ORGANIZATION ~~ ~' "~~~ " " ANYONE WHO USES ANU/dR d013~UME`S gUILDIN(3"IvYAIERIAYS ANd"FIXTURES IN PI~IN _ COUMVIS SUBJECT TO THE05%USE TAX PROPER~LPEFSS MAYB'E'PIACI='D ON THE ' SIGNATURE OP OWNEa QFOWNER BUfLDER)' ""' '' '` (DATA -.ren uti OWNER'SAND/OR THE CONTRACTOR'S RROPERit/l~7FIENUSEwS"AXISNOT Pi}SD. ' "•"'~ •°""°°O° 0.5°/u Use Tax Deposit Validation '" iS being lSSUed on the condition that all i} rne.c.a,e~ne.r.,.._......w.. __. -_~_i_ ._,:.. .. -. .. f or Yemoval at the ISBEING INSTA COPIES: WHITE-FILE COPY IL2~l~v I MECFIANIGAL Pitkin County ~ Community 970/920.5526 970/920.5532 Inspection Line A JOB ADDRESS: OWNER MAILING Silich Construction Aspen, C MECHAMCAL CONTRACYOR MAILING ADORE Climate Con#rol Comp. oP•o.box 1( USE OF BUILDING .. Residential CLASS OF WORK: l~ NEW Q ADDITION Q Al IS THERE A RESTAUARANT IN THIS BUILDING? YESI TYPE OF FUEL. OiL ~ Q NATURAL GAS WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CO IF YES, A PLAN REVIEW IS REQUIRED. Install fan coil for heating and cooling with SPECIAL Checked: PERMIT APPLICATION ,4 Development Department City of Aspen ^ 130 S. Galena 920/920-5090 spen, CO. 8]611 970/920-5448 Inspection Line 00 2~'_ Zc~ ~~C PERMIT NO. Aspen, Co 0 Zip PHONE y n .• PHONE CITY/STATE Z 970 544-3699 ~ PHONE CFI'Y/STATE LICENSE CO ~ 2 GV1/S, CO 1876 ~ BUILDING PIItMIT NO. Q 1258.2002:PRR6 m :RATION ~ REPAIR ~ ' NO~. 0 O 7 TRUCTiON? ^ NO ^/ 2 „o I ~,;,,a~ M I r,>< t~rtc. E THIS PERMITBECOMES NULL AND V OID IF WORKOR CONSTRUCTION AU- THORIZED (SNOT COMMENCED WRHIN 12MONTHS; OR IF CONSTRUCTION OA WOAK IS SUSPENDED 01/J ABANDONED FOR A PERIOD OF 1 ft0 DAIV$ AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAV E READ AND EXAMINED THIS APPICATION AND KNOW THE SAME TO BE TRUE AND CORRECT: ALL PROVISIONS OF LAWS AND OROMANCES GOVERNINGTHIS TYPE OE WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTMG OFAPERMtTDOES NOT PRESUME TO GIVE AUTFfORITY TO VIOtiATE OR CANCEL THE'PROVf- SIGNS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OFCONSTRVCT(ON. SIGNATURE OFCONTRACT AOR AUTHORIZED AGENT DATE SIGNATURE OF OWNER (IF OWNERBUILDER) DATE SELECTTION:OF METHOD FOR PAYMENT OF USE TAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED DEPOSIT METHOD: IR OF 1 % OF THE MATERIALS VALUATION PAID NOW AT ISSUANCE. FINALREPORT ON TOTAL ACTUAL MATERIALSCOST MUST BE FILED)\'ITHIN 90 DAYS AFTER COMPLETION OF WORK GENERAL CONSTRACTORS CHOOSING THIS METHODMU$T BEdORT ANDREMITTA% FOR ALL SUBCONTRACTORS THAT DO NOT OBTAIN THEIR OWNPERMIT. MATERIAL$VALUTION: O EXEMPT: STATE & PITMN CTY RESALE NO. ' EYE,MPYCORCANIZATION: Permit Validalicn .ma e. nr Forced Air SystemaGraviry s5'smmsB.T U. iL35 $O,OO Wdl, Suspended or Unit Heatars s,>s $0.00 ~ Drynr Vent 50.45 $$,45 ApplianceVeSU.45 $O.OO 1 Htg., Refrig., Coolin ~, AbsorppenudOSS~ $15.90 Repay, Aher5liod arAddi- liontoExielir~'~4QQm $Q,00 Boilers (induLes vm) :. B.T.U. AFriy~ys $0.00 1 Air Nandlin&Si2.35 .F M. $1.1.35 Evaporative C£~2 SS $O.OO 2 Venlilalion Pa£0.45 i $16.90 Ran3c Hood. a,2.3s $0.00 Gnv"piping"512.35 $O,OO Gas Lob or Appliance $12.35 $O.OO Orher E, 2.35 $O.OO Plan Revicv S FixmroFee3 $53.60 $27.30 Permits $27.30 SUBTOTALS $ Use Tac S TOTAL DUE E I1E of I%Uee nrt:c opprnved rrtmm. AnP dev`iaunn,cLUll regnlre 1ti16A1. W1?tLMIC ARl'; Rt; f)V1Sit D5'tT Ri?ON r ~_ 0 n V O N W O 0 O rn W oom minNm '' n A~mF ~< S~OC NZLD vDiy abo~ ~>vA <m c~z +m InsrCList.rpt 9/17/2008 823c34AM Permit# 1258:2002. prrb Type: 133 Inspection Check List Page: 18 'COUNTY O'F P'I7KtN Inspectior Lne:920-5532 Inspection Schedule for brianpa Scheduled for September 17, 2008 FINAL BUILDING INSPECTION Notes: Brian: Time: 12:00 CCOcalling for the final inspection at the CDU with tfie goal of getting a Not that Brian Nichols passed the retro-fitted sprinkler system on Tuesday 9/16. DESCRI Full 1 -Accepted 2 -Accepted as Noted ~ 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ t.-tL_ Cv'Cot~U ''~o ~'~2~ cr! ~r~T~--( 6 ~`Zc'fcznt vT>, L c.i~.. ~V i ~~ ~ bti `t~~./ ~ r ~ c.~ ~ ~,-2-,~,.r~t - a \ ~~ ,B~ /~ , t~~~~ 2437 W BUTTER'MILKRD Contractor: SILICH CONSTRUCTION °II~'iI~B Owner: ZANGRILLO Page: 18 .. ~; ~„ , a~9~«a ........ ,., i ,. . ,_ °-h p List.rpt 8/11/2008 8:40:02A11A Permit# 0027.2008. PE LE Type: 226 List Inspection Line;92D-5448 Page: 14 Scheduled for June 11, 2008 FINAL ELECTRICAL Time: 12:00 Notes: Comments: 1 -Accepted _ Reinspection Fee 2 -Accepted as Noted ~ 3 -Rejected 4 -Partial/Not Complete ~~/o~ ress Contact ame: pe ontact - 2437 W BUTTERMILKRD Contractor: JC ELECTRIC, LLC Owner: ZANGRILLO Page: 14 .- ,InspC ~'st.rpt 6/26/2008 8:45:11AM Permit# 1'~58.2002.prrb Type: 500 v ' .., .x . ~. ~ .5., _ '4~ti Inspection Check List Page: 13 COUNTY OF pITKIN Inspection l.ine:920-5448 Scheduled for June 26, 2008 SPECIAL INSPECTION `~~. ~'~c Notes: Zoneing//This is a request for environmental and zoning inspection for the CDU in preparation for CCO on July 2. Comments: It was requested by Katherine in Engineering that these be entered at the same time. t,~il~ ~- ,~'~t1v~~ttit,~t1`' ,.~ 'Z,r ~~c,~e%>~~ ~'~~`( 1 -Accepted 2 -Accepted as Noted ~ 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ C d ~~~~ e~v~,~,~ / f~~~ ^I,cx s>" ~~~ Gb (~ CO ~,~ S~=`{Zl~ ow I ,.~. _ A ress Contact Name: can Contact # 2437 W BUTTERMILK RD c Contractor: SILICH CONSTRUCTION Owner: ZANGRILLO Page: 13 Vested as of June 19, 2000 and Still Vested? Rural Area Sub-Area Yes ~ Roaring Fork ^ No ^ Crystal River ^ Frying Pan Legal Status ^UGB ^ Pre-1978 Legally Created, Not Merged Parcel or Lot ^ Pre-June, 2000 BOCC Approved Subdivision ^ Pre-January, 2000 Crystal or Frying Pan 35 acre Parcel ^ Post-June, 2000 Subdivision Lot or 35 acre Parcel ^ BOCC Approved Subdivision (UGB Only) ^ Post-1978 35 acre parcel (UGB Oniy) Exemption from Competition for Floor Area ^ Large Sized Home ^ 1000 sq. ft. Addition ^ TDR ^ Replacement ^ Remodel Density Bonus Exemption ^ CDU ^ Category 1-4 Existing Floor Area ~ sq. ft. ^ Resident Occupied ^ Historic Preservation ^ Large Lot (~ 00 ac: & RS 160) ^ AHZoneDistricts ~' Proposed Floor Area sq. fC. = Resultant Floor Area sq. ft. .. ..,.,,~_e ,*,~,~ Amount of Large Home Exemption Remaining (5750 sq. ft. - Resultant Sq. Ft.). sq. ft. Amount of 1000 sq. ft. Exemption Remaining sq. fr. Total Floor Area Exempt by TDR sq. ft. Floor Area Exempted by TDR Unused by Permit sq. ft. TDR Certificate GMQS Approval # Date of GMQS Allocation Award / /20 Additional Floor Area Allocation fot Additional Floor Area sq. ft. Unused Allocation for Additional Floor Area sq. ft. Floor Area for New Development Allocation for Floor Area for New Development sq ft. _ Unused Floor Area Allocation for New Development s g, Notes: 9 _. _._ ,, _ a. ... w . ,,. ,„--s o -, , ^ _e ~} J .,. I ::.. ,. ,.. :, y :..' ', -. `~.;-•. p[m~~as.W~~""m,+hr.~cw^_xhdrsa+,i3n"~ .. ~~~ l ~,' ~~ ~`~~-~-5 r-ti2. ~i ~ ems g V?'V.~vL,~~, ~ ~~ ~~` ~~~~~~ ~ ~ c~ ~~~ .. ~ ~~ tint a.~ ~.vti~,~ - < ~/, ~oa.~UCc~ ? ~s~~--~~ IUD ~ ~.p,~,~ „2,~~~ ~~-7` e,~_~e.era0 -~ `r~l ~ jz~. ~~ G'zv ~ .c~..-rL - -? ~eR,` of 4~Z3 ~ -~~ ~~i~y ~Ur~q ~'C; (_ 7 ~ G `~ ;~ ~lCc s ~'Gu~ -e~i,~-ii1~~~e/~:~uL -~ .~'~U `~ . ~; ~~~ '~ ~~ ~ c~:Q,~:.v~ ~~,~,. - c,~,-~.-e~~t ot.~-ems ~ ~z~ = ?~.e,w~-, ~ . ~^ ~ ; C`~~~1~ ,~ l~~ ~ ~a ~~ ~~ o~ ~ ~ v4 ec~.~~ u,~.~ c~e1-e~ (o o . goo t7 U:.~d ao9.4 ~ cx~,n J ~~ YS3. ~- ~ CR 3 i,lr3~ ~Ll c't t3 ~~~ ~l o2n ~ ~ °~; SEP. 30. 2008 1:22PM AS+IP`EN`PITIKIIN 1CNTY HOUSII'('I(NG I1lI -.NO. 2604 P. 2 m% ~ Page: ~.1f 3 ~ ~INIIIFfII III~II III II~1~'I~~~~ ~~~Ifl~ ~ll ~I~i llill~ll ~ ~~r ~ 4 _* SILVIR DRVIS PITKIN COUNTY'CO 11 X07/2003 09:4Aq R 16, 00 D 0.00 OCCT/PANCYDE'ED RESTRICTdONA1VDAGITEEI~LENT ..o-v h:. ...... ~.. i. .FORANEMPrOYEEliixrELLIItVG UN2'1" APPROC~ED PUIGSClANT TORESOLUTCONNO. 91-I64 ~ ~ y f ~ 2003, by Robert THIS AG~EMENT is made and entered into this d da o Zangnllo (hereinafter referred tope~Owner' ), why a addresgis 2300 Tyest~lButtermi Road, located in the Coun of Pitlan, and the As flan Coun Housm Author erelnaftex APCHA), a multi- jurisdictional housing authority established pursuant to the THIRD AMENDED AND RESTATED INTERGOVERNMENTAL AGREEMENT recorded_on January S, 2003 at Rr~.ception No. 477066 of the records of the Firkin County Clerk and Recorder's Office (hereinafter refelred to as "Authority"). WITNESSETH WFI:EREAS, Owner owns real property more specifically described as West Buttemlilk Pfister Tracts Lot 4 (hereinafter zeferred to as "heal Property"), which Real Property shall contain one "Free- Market" unit and one. detached affordable dwelling urrit to contain two bedrooms, approximately 565 net livable square feet, approved by the Boazd of County Commissioners pursuant to Resolution No, 91-164, recorded at Receprion No. 33961E of the Firkin County Clerk and Recorder's Office. For purposes of this Agreement, the Employee Dwelling Unit, the Real Property, and all appurtenances, improvements and fixtures associated therewith shall hereinafter be referred to as the "Praperry"; anal VVH2;REAS, this Agreement imposes certain covenants upon the Props sty that restrict the use and occupancy of the Employee Dwelling Unit to employees and their families who are employe3iri Pitldn County and meet the qualificaflon guidelines established. and indexed by the Authority on an annual basis. NOW, THEREFORE, in consideration of the mutuatpromises and obligations contained herein, the Owner hereby covenants and agrees as follows; 1. Owner hereby coverants that the Employee Awelling Unit described above shall at all times remain a rental unit and shall not be condominiumized. 2. The use and occupancy of the Employee Dwelling Unit shall henceforth be limited exclusively to housin for em to ees and their famllles who are em to ed in Pi ~~ defmih'or1 of uallfied Cate 1 em to ee as that term s defined bn the ualifi ationo meet the established and indexed by t11e AAuthority on an annual basis. The Y q guidelines P Y g 'q gory 1 employee0'vof his own selech a right to lease the Em to ee Dwellin Unit to a' ualified Cate `on. 3, a Employee Dwelling Unlt shall not be occupied by the Owner oz members of the family (Immediate Fatmly shall mean a person related by blood or first cousin or closer relative and his or her cluldren) nor shall the Employe 1r~~rrtage g ho is a mediate [ esthouse or 7 e L"iweRin Umt lIe used'as a gu guest faclhty. , 4. Written velification of employment of employee(s) proposed to reside in the Employee Dwelling Unit shall be completed and filed with the Authority by the Owner of tine Employee Dwelling Unit prior to occupancy thereof, and such verification must be acceptable to the Authority. z~'d~ ~- SEP. 3D. 2008 1,22PM ASPEN PITKIN CNTY HOUSING ~-- - N0. 2604 P. 3 .. i illlll1111111111111181111i 1111111 111 11111 lill llil0 4~ 0~; 000°9:44Fl ~~ 5. The Employee Dwelling Unit shall be required to be rented for periods of no les§ than six (6) consecutive months.. Upon vacancy of the Employee Dwelling Unit, the: Owner is granted forty-five (45) days in which to locate a qualified employee. If an employee'is not placed by the Owner, the Authority may rent the Employee Dwelling'Unit do a qualified employee. 6, The maximum rental rate: shall not exceed the Category 1 rental rate as set forth in the Rental Guidelines established by the Authority and may be adjusted annually as set fortlr by the Guidelines. The maximum permitted rent for the unit on the date of execution of this deed restriction is $571 per month. Rent shall be verified and approved by the Authority upon submission and approval of the lease. Employees shall be qualified by the Authority as to employment, maximum income and asset lnvtatons, 7. The Unit must meet minimum occupancy; i.e., one person per bedroom. 8. Tease agreements executed for occupancy of the Employee Dwelling Unit shall provide for a rental term of not less than six (6) consecutive months. A signed and executed copy of the lease shall be piovided to the Authority by the Owner tivithin ten (10) days of approval of employee(s) for the Employee Dwelling Unit. 9. This Agreement may be removed by the Owner with the approval of the Pitldn County Board of County Commissioners, subject fo the requirement that the Employee DWeTing Unit is removed or modified. If modified, the remaining improvements must no longer b~. capable of occupancy as a "dwelling unit" as defined in the Pitldn County Land Use Code and must meet otherwise applicable code requirements. 10. TJnless modified as stated above, this Agreement shall constitute covenants running with the Real Property as a burden thereon for the benefit of, and shall be specifically enforceable by, the Authority, the Board of County Commissioners of the County of Pitldn, Colorado, and their respective successors, as applicable, by any appropriate legal action including, but not limited Yo, injunction, abatement, or eviction ofnon-qualified tenants. IiV WITNESS FTEI2FOF, the parties hereto have executed this instnmrent on this date and year above first written, OWNER: o t illo Mailing Address: (Notary on following page) SEP. 30, 2008 1:22PM ASPEN PITKIN CNTY HOUSING N0, 2604 P, 4 _.. ..._II....II_._._II I~-II U I I~IIII ~~III Irlllw II II ~I~I I ~ I~ ~~I~~ IIII IS~ 490884 09 ~ 44p SI~VIp DAMS PITKINCOUNTY C0 R 16.00 D 0.00 STATE OF ~.WGCc, ) COUNTY ~d„v~ ~(Z.s^ C~ 6A~ ~ ss. ids. The foregoing instrument was aclmowledged before me this day of'_, 2003, by Robert 7axlgrillo. WTI`NlrSS MY hand and official seal; My Commission expires: da'i3. ~q~3 RBi VNRg e~anrr~,s ~z~sa~ /~ ~ &1 ,, p , Norary Rdlrc • CaelorNr ~ -~.Y~~.9av ~L • ~a.~Q!`~ San hander county r _ NyCbim~B~~FuDee~3~ Notary Public Pt 6 P..esJ 2,,Rf~1i1-p;~ Z G,~,,,.nf6 ~ (Z~tSG SS ACCEPTANCE BY THE HOUS]NG A'CIT~O1txTX The foregoing agreement and its tears aze accepted by the Aspen/Pitlan County Housing Authority. THE ASPEN/P KIN COUNT'Y' I30USXNG AUTHbRiTY >3y: Steve Iliott, Chairperson Mailing Address: Aspen/Pitldn County Housing Authority 530 East Main, Lower Level Aspen, CO 81611 STATE OF COLORADO ) ss, COUNTY OF P1TI{IlV ) The foregoing instrument was acimowledged before me thispZ~ day of ~ 2003, by Steve Elliott, Chairperson for the Aspen/Pitldn County Housing Authority Boa;d. WPINESS; MY hand and official seal. My Commission expires: ~ ~ CINDY Cy.~pIM'ENS~N Notary Public Of ,. '~--' ,.:,. .. ,. .. ,aiM .~.,:..a~w.w.a,ee«rg+„~'ww~,.<e~.~m~r;..a~,..~.«,.,-,~<-~.a: DEED RESTRICTED- UNIfiS' IN PITRIN COUNTY APPLICANT'S APPLICANT'S PROSECr ADazEss ~30o Ul,~sf ~u~avti.<<k I-'<oc~c~ . PROJECT LEGAL DESCRTPT~03T": LOT `I ~~j°C~ ~j~~~~ ~~ 4~. -+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-~--i--+-+~=+-+=+-+-+-t-+- ~"~ FOR STAFF USE ONLY' °"" ZONE ~(Z,-(U UGB TYPE OF UNIT CDU [] ADU BOCC RE'SOLIJTION # q/-/(p y RURAL _~_ [ } RO ~ ~ [7 PLANNING"DIRECTOR SIGN-OF`F` ADMINISTRATIVE "APPROVAL '# ' NET LIVABLE AREA ~~~ sq ft BUILDING PERMIT NI7M$EI2" I a.S~.~oQa BOCC CONDITIONS FOR HOTTSTNG`"OF'FI"CE` Y_ ."' ".., ~. i..a ,,,_._.... ..... },. .. ~- .., .. ~rr~~_ RECITALS Christine Diane Pfister Residential Trust (°Applicant") has applied to the Pitkin County Hearing Officer ("Hearing Offices to amend a prior f 041 Hazard Review approval to enlarge the previously approved building envelope and to establish an access envelope. 2. The property is located off of West Buttermilk Road, and is described as Tract 4, West Buttermilk PfisterTracts. 3. Th. property is zoned AFR-10 and contains 44.12 acres. 4. The vested rights for the GMQS allotment and the I041 Hazard Review and General Submission approvals granted in Board of County Commissioner ("73OCC"} Resolution Nos.. 91-146 and 91-i 64 have expired. 5. The Hearing Officer heard this application at a duly noticed public hearing on July 20, 1999, at which time evidence and testimony were presented with respect to this application. 6. The Hearing Officer fords that the proposed building and accessenvelopti~s are located on slopes of less than 15% and avoid the elk calving and critical habitat areas; and that the wildfire hazard is rated as medium, and can be mitigated. NOW THEREFORE BE IT'Tt~~OLVED by the Pitkin County Hearing Officer that approval is hereby granted to the Christine plane Pfister Residential Trust fora 1041 Hazard Review Amendment, subject to the,following conditions, which shall tun with the land and be binding an all successors in interest: I. The conditions of BOCC Resolution Nos. 91-146 and 91-164 shall continue to be in full force and effect, exceptas amended herein: pP t shall submit an amended 1041 Site Plan to the Community Development Department fora royal • The Appli ~d recording, prior to submission ofany building Pemtit applications. The site plan shat! also be submitted in digital format for integration into the County's GIS system. The site plan shall be amrnded to remove the references to the "free market building envelope," since the free mazket and affordable dwelling units wilt both be located within the expanded building envelope. ~ 1111111111111111111111.11111111111111111IIIIIIIIIIII lilt 433D04 07!27/1888 Ql"4 11P DETEltMTH DfiY25 SILVI D 0.00 N 0.00 PITKiN ernnm ,.,, Determination No. 99-~ ~; Hearing Officer Determination No. 99- I Page 1 ~] 3. Environmental Health Del artmerrt frot mmthe Ciry~t sAsprn Water e a P.etter of intent to serve to the p Department 4. Prior to submission of any building permits, the Applicant shall: A. File a ftreplacelwoodstove permit with the Community Development Depazvnent. B. Obtain an access permit from the County Engineer to extend the driveway to the building envelope and caretaker unit. C. Provide a teip generation and constttrction trip generation study for any free market residential structure of 5,000 gross square feet or greater for review and approval by the County Engineer. 5. Prior to issuance of any building permits, the Applicant shall detain approval of an ISDS permit from the Environmental Health Depamnent. The septic system must comply with all minimum horimmal setback requiremems between its components and physical features. A qualified professional engineer must design the system. The septic system shad be located y+ithin the building envelope 6. The Applicant shall comply with the,following landscaping and wildfue defensible space mitigation standards: A. Bnrsh, debris, and non-ornamemal vegetation shall be removed within a minimum 10 foot perimeteraround all structures. ` B. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of a 40 foot perimeter around all structures. C. Spacing between clumps of brush and vegetation within the 3Ci foot perimeters shall be a minimum oftwo times the height ofthe fuel. Maximum diameter ofthe clumps shall not exceed 10 feet. All measurements shall be from the edges of the crowns of the fuel. D. All branches &am trees and brush within the 40 foot perimeter shall be pmneii to a height of 10 feet above the ground or half the total height of the Lree, wh ichever is less, in order to eliminate ladder fuels. E. Tree crown separation within the 40 foot perimeter shall have a minimum of 10 feet between the edges ofthe crowns. P. Al l branches which extend over the roof eaves shall be trimmed and all branches within I S feet of the chimneys shall be removed. G. The density of fuels within a l00 foot H. Ail deadfall within the I00 foot perimeter of alP sutrctur~; shall be reduced. perimeter shall be removed, I• Low vegetation (ma~cimum height of 6 inches) orhardscape shall be maintained within a 10 foot perimeter around all structures. Woody vegetation shall be: avoided. J. Thin or remove the Gambel oak along the driveway. K The applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. The Applicant shall comply with the following additional wildfire mitigation standards: A• Roofs shall have a Class A, non-combustible roofsystem. Wood shake/shingle roof coverings and flat roofs (up to a 4:12 pitch) are prohibited in all wildfire heard areas. B. Vents shall be screened with corrosive resistant wire mesh with mesh'/. inch maximum. C• Roofs and gutters shall be kept clear of debris. 2 of 4 R.0~00aDa0.00~N10.E0 Heraing weer Derermi7rgrion No. 99-~ Page 3 C. Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris E. Ai! flammable materials shall be stored on a parallel contour a minimum of I S feet away fromany strucnue. F. Weeds and grasses within a 10 foot perimeter of all structtaes shall be maintained to a height of not more than 6 inches. G. Firewood/wood piles shall be stacked on a paralleE contour a minimum of 15 feet away from the stntcnue. H. Swimming pools or ponds shall be accessible to Fire Deparnnent vehicles. I. Fences shat! be kept clear of bcttssh and debris. J. Wood fences shall not connect to the sttucnae. K Fuel tanks shall be installed underground with an approved cortt:tiner. L. Propane tonics shall be installed according to NFPA 48 standaids and on a corttour away from the structure with standard defensible space vegetation mitigation around any above- ground tank. Any wood enclosure around the tank shall beconstrtic2ed with materials approved for 2 hour fire-resistive consavction on the exterior side ofthe wails. M. Each structure shall have a minimum of:?ne 10 pound approved ABC fue extinguisher placed in a visible and accessible rotation. N. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combusdbie post. O. New utility lines shall be buried within or along the driveway. 8. Condition #1 of Resolution No. 9I-164 shah be,replaced with the following: The Applicant shall comply with the following measures to mitigate impacts to wildlife: A. Dogs shall be prohibited. B. Livestock shall be prohibited, except horses maybe allowed Within the building envelope. C. Fencing outside of the building envelope shall comply with the fencing regulations in the Laru+. Use Code. D. Native vegetation shall be maintained outside of the building and access envelopes, except as may be necessary to implement the wiidfue mitigation measures required elsewhere in this documem. E. Listall and use bear proof trash containers. 9. The. affordable housing unit shall be located within the designated building envelope. 10. To minimize the visual impacts of the developmenrt, the Applicant shall utili~ non-reflective building materials and shall screen light sources Landscape and driveway lighting are prohibited. 1 I. No development, including, grading, landscaping, vegetation removal or disturbance, and septic system shall occur outside of the approved building and access envelop, except as may be necessary to implement the wildfue mitigation measures required elsewhere in this document. 12. All areas disturbed by construction shall be revegetated to limit watercoitsumption and additional runoffwithin one growing season after completion of consttvction. I l l i l l l 111 111111111111 I t I -1I 1111I~I I l 111 I I 111111 I I I i I I I I 433804 07/2//188 . e p'00 D 0.~ N 0•~ p1"1'1C1N a ~~ 0 Hearing 0„~leer Detesminatlon No. 99-1 fQ, Page 4 13. The applicant shall adhere to all material represertations madein the application and in public meetings, unless amended by conditions herein. !4. The vested rights for this approval shall expire three years from the date: of this approval on July 20, 2002. NOTICE OF PUBLiC HEARING PTJBT:bSH'ED ITV THE ASPEN ^{fig ~~Y ~ ~e 19i6 day of June, 1999. APPROVED AND ADOPTS on the 20'" day of July, I999. E ATTEST: COMMIJNTIY DEVELOPMENT' DEPARTMENT FIIrAR`II~G OFFICER.. OF PTTKIN COUNTY ;COLORADO sy , Lance Herring Officer Date -] ].) q _ ``~ r'~ . Ten T~op~ _ Admuustrative t APPROVED' AS TO FORM: John Edy _ -- Coon ey P55-99 2735-091-01-001 lsuzamewlpitkmkasaU 041 ~pfister4ldeknninauon APPROVED AS TO CONTEN'T`: ~~~=~7~~0~~~ Cin y Hou , Community Development Director A33804 07/27/1909 04e11'P DETERN2N pAVt5 SILVI 4 of 4 R 0.00 0 0.00 N 0.00 p27KIN COtRR7 C0 >•.x.nt.z onthe31~dayof~~ 1999. J~~~~ -x v v~.. w + ~. A yusam _•horn ;- 970 925 5180 P_O5 Ja n_ 04-02_08 12 _- „~ iii-e`i u rr2 5i,via~.I)avi;~, ~'itt;in Cn ,Clerk, Doc 'b.~~~) T''ACWAEt1T "~`• RESOLUTION OF THE 1'ZTRIN CODNTY, COLORADO 80ARb OH COUNTY COHT~fI68ZONERB"GRANTING 10.11 HAZARD RE7IEW AND GENERAL 6IIBM2982flN APPI20VAL FOR THE CONSTRI3CTION OF ONE bETACHEE) EMPLOYEE' DA'LLLI2iG""t7NZT AND ONE SINGLE FAMILY RESID7ENCE' ON pEBYi' BTfTTERMII:H''"' PFISTER TRACT 4 //////` Resolution Na. 91-~ WHEREAS, Arthur 0. Pfister, (hereinafter "Applicant") has applied to Pitkn County for a 1041 Hazard Review, General Submission approval to construct a single family residence in a wildlife, wildfire. and geologic hazard area pursuant to Section 5- 400 of the Land Use Code; and -'~ ~ WSEREAB, the property is located near the base of the West Huttertailk ski lift, and is known as West Buttermilk Pfister Tract 4; and WHEREAS, the Application was considered by the Planning and Zoning Commission (hereinafter "Commission^} at a duly noticed public hearing on August 20, 1991, at which t9.me the Commission • forwarded a score of 48 points for a Growth Management Quota System allotment to the Board of County Commissioners (hereinafter "Board"}; and WHEREAS, separate building envelopes for the employee dwelling unit and the free market unit have been designated, the Applicant ' may construct the employee dwelling unit within the free market -~ building envelope for free market residence, iP , alit a er conditions of approval are adhered to, without C unty ...,,a x % 2002 Pil-KilV ~®~3~TY BUlLC3dNG'DEPit~TA~cNT ~.- .; Jan-04-02 08:14A yusem horn 970 926 618b P.Ol a; ..._._ _~ _..._~ ~-339618 1~/1~/91 16:157 Rec 2.QG bK b64 PG 773 S1.;via Davis, Pitl:in C .y Clerk, Dqc ;.qr5 Resolution No. 91~~ Page 2 review; and WHEREAS, if the employee dwelling unit is constructed within the free market building envelope, no construction shall take place within the employee dwelling unit building envelope; and WHEREAS, the Board considered the Applicant's request at a duly noticed public hearing on October 29, 1991 at which time evidence and testimony was considered with respect to the subject application; and WHEREAS, the Beard finds that the application has complied with the criteria of the Land Use Code Por 1041 Sazard Review and General Submission regulations. -- NOW, TEE&EPOBE, B8 YT RE90LVED by the Hoard of County Commissioners that it hereby gratllts 2041 Aazard Review and General Submission approval to Art Pfister, subject to the following conditions: 1. The following wildlife mitigation measures shall be adhered to by the applicant; a. No dogs shall be permitted on ttl& property. b. Native vegetation shall be maintained outside of the building envelope. e. All fencing shall be 4Z" dr less, 4 strand or less with a 12" kick space between the top 2 strands. d. No construction shall be permitted between November ,31st and May 31st. 2. The GMQS residential unit allotment shall be Conditioned upon the commitments made in Che West Fluttarm9.lk Pfister Tract 4'GMQ5 application. 3. Prior to issuance o£ .any building permits, the County Engineer shall apgrgve the driveway design to meet safety .~ standards and the desire of the Fire Marshall. wm- 4. The applicant shall place all utili 'e.tittd~tin 4 ~~~`~ ~ ~ 2002 • 8~11@:fJaNG DE~A~'fP~i~P1T Jan-04-02 08-16A yusem horn. 970 925 5180 P.O1 Silvia Davies, Pi*_Vin G ,~ Clerk;, Uoc ~,n~:, .Resolution No. 91-1[D y Papa 3 T roads and driveways. 5. Prior to issuance of a building permit, the Applicant shall provide a 1041 Hazard 'Review Plan which meets approval of the Board of County"Commissioners, County Engineer and Planning Office. a. The following 1041 Hazard Review Warning and Disclaimer shall be noted on the Plan: "The provisions o£ these regulations do not in any way assure or imply that areas outside oP designated hazard areas will be tree from hazards, or that approved mitigation measures will guarantee the safety of any property." ~~~~~j 6. The applicant shall adhere to the recommendations of Colorado State Forest $erv~~e Wildfire Sa e G e ine 4~ al Ho eowners Handbook, as recommended by the State Forest Service and Sheriff's Otfica. The applicant _ shall provide residential sprinkler systems for both residences on the property. A 2,000 gallon cistern shall ~ be shared by the two residences for fire mitigation purposes. `.~ `,J r,~V The recommendations of Consulting Lampiris's report dated May 7, 1991 report dated May 17, 1991 shall be applicant. Geologist Nicholas and Dean Cordon's adhered to by the a. The following conditions recommended by the Authority shall be adhered to by the applicant: Housing a. Prior to issuance oP a building permit for the free market residence on Tract 4, the applicant shall file for approval a deed restriction for the Category #2 detached two-bedroom single-family residence with the APCHA office. The deed restriction shall be recorded by the applicant with the Pitkl.n County Clerk and Recorder's Office. b. Prior to approval of the above mentioned deed restriction, the applicant shall provide a copy of plans for the two bedroom Category #1 rental unit verifying the net livable square footage of 50i - 750 SgUdre feet. ,,' 9. With respect to the West Buttermilk Road, the following shall apply: ~^ ,' JUrd 7 ~ 2002 feUlt~f~7G t7EPP,~L~as~idT .la n-04-02 08:16A yus®m ' Horn 970 925 5180 ..a Davi c, Fit~tin °' ' 5i1 vi `_y Clerk, Doc 'b.~iie Resolution No. 91-~ Page 4 P.02 a. The applicant shall join a road improvement district in the event that one is ever formed and pay''a pro- rata share for future maintenance and improvements. b. The applicant shall. pay for any damage to the road which results from the construction of the project. lo. All material represent, by pp in the ations made the A licant application and public meetings shall bs adhered'to and considered conditions of approval, unless otherwise amended by other conditions. APPROVED by the Soard at its regular meeting on October zs, 1991. PITICI~T COUNTY BOARD OF ' COIIIiTy co~sxssro~sas AT: ~ .i u neLL@ Joaes~:~ ~ putp .Conntp APPROVED AS TO PORN: reso.pz.pfister.t4 Tim hit i t, Cozen°y A ra@y Bq /~~ y~~ w ~ ~ edge, Chai aate_-___-r-~~ - t7-q APPROVED AS TO CO3iTBNT Sua B 1COh aII~ County PlanningDirector >r~ ,i~aly ~ ~ 2002 ~iT~C6~ G~~nFT'Y ~~!!-g?~1G GEAr~RTF=;cPVF ...,... x»-~ ex-~wx, ehn3: Y N W:`~IY'"uw r»..1 ~g ~,. 3 .s. yv .., r~ ..r ,. .,,-: ... ... ~ I _i Jan-04-02 08:11A yusem horn d 970 925 5180 P.02 • ~~rrrr 1 -,~_..r, OP PTTKIN CDaUNTY. CpLOAADO' ASt71RD'IY G ~ SID NTZAy GROW 4 _. .~ ~NARNPLIC}~TION'STAS F'OR ~D D~~Y~T$ERPZNAHNTNETRp ZONING COMMISSION R£BOLIITSON RESOLI7TION ND. 91- ~~~. Arthur Pfister submitted tour separate residential Growth Management Quota System (GMQS) applications for one (1) residential unit each for the West Buttermilk Pfister Tracts 2, 3, 4 and 5 which are descri}~ed within Exhibit "A"; and , :Yank and Pamela Ross submitted a 1991 residential Growth Management Quota System application far one (1) single family dwelling unit for the Ross property which is described within exhibit "8"; and ~, Candice and Brad Resnick submitted a 1991 residential Growth Management Quota System application for one (1) single family dwelling unit for the Resnick property which is descr-abed within exhib3.t "C"; and A8ERE2~F,, the Board of County Commissioners understands that the Planning an 2aning Commission reviewed the above applications far 1991 Non-Metro Area Residential GMQS applications and scored them as follows: West Buttermilk P~ister Tract 2 West Buttermilk Pfister Tract 3 SS West Buttermilk Pfister Tract 4 58 West Huttermi 48 lk Pfister Tract 5 Ross 53 Resnick 68 and 51 WIiER£AS, the Board of County Commissioners recognized that there are seven ,(7) residential allotments available far 1991 in ~he Non-Metro area and there are a total of six units under application, all of which scored above the minimum threshold of 43 points. ZANGRtLLO RESIDENCE WEST BUTTER-MILK PFISTER TRACT 4 PITKIN COUNTY, COLORADO Job No. GS-3597 ~~~~ SITE PLAN Fig. 1 .Ian-0 4-02 08:12A yusem horn 970 92 5 5.180+ P.04 ~ p .Mr. • ' ' •. , sta. f~,. EXF[IBIT A..--.,,LEGAL • OL•'SCRIFT2pN tCOntinnedl ~~ 1l Darrel P (Cont.) iie N. 75.51'26" N. lOb.99 Peet; N. 57.09*47' W. 98.18 feet: ~: ~ =. N. 74°39'17• tt. 111.00 feet; thence S. 03°40'Sa" W, 467.52 feet along a #enee; thence East 72.63 feet alongthwSoath23ne of xtaet 85 to a"brass aapset #or Angle Pois;t <A_P.) No. l o£ Trart 86, all in said xownship and Range; theaen Bast 17.08 leet along the South 13ne o:E seid~ Tract BS tea point on the Wsst~line of said Sertsan 32; thence S. 00.02'52' K. 18.73 Eeet to. the point of begaaing_ xOGEtBER WITH am and all voter, water rights, ditch anfl ditch nights appurtenant to ozconneeted with the above-flescrib- ed lands. STAxE O£ COLOR1lD0 COlRaTY nfi nt°nrt., :C': MECcheck Compliance Report 1995 MEC MECcheck Software Version 3.3 Release lb Data filename: Untitled TITLE: WEST BUTTERMILK RANCH CARETAKER CITY: Aspen STATE: Colorado HDD: 11292 CONSTRUCTION TYPE: Single Family DATE: 06/05/02 DATE OF PLANS: 6-07-02 PROJECT INFORMATION: , WEST BUTTERMILK RANC COMPANY INFORMATION: WEISSMANN RUVIN DRSIGNPARTNER$HIP INC. COMPLIANCE: Passes Maximum UA = 219 Your Home = 201 8.2% Better Than Code Gross Area or Cavity Perimeter R-Value ~ ~~ `~~ ~z~" .Permit Number Checked By/Date ~~~Z-. ~~~ e~/ ~/ Glazing C6nr., or Door R-Value U-Factor UA Ceiling 1: Cathedral Ceiling (no attic) 689 38.0 /u.0a Q•~ 12 Wall l: Wood Frame, 16" o.c. 1788 19.0 0.0 90, Window 1: Wood Frame, Double Pane with Low-E 154 0.360 55 Door 1: Solid 112 0.300 34 Door 2: Glass 17 0.350 6 Floor 2: All-Wood Joist/Truss, Over Outside Air 136 38.0 0.0 4 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements.' MECcheck Version 3.3 Release lb and to comply with the mandatory requireme liste the MECche Inspection Checklist. Builder/Designer ~ Date ~ ~ ~~ ML~eheck Inspection Checklist 1995 MEC MECcheck Software Version 3.3 Release lb DATE: 06/05/02 TITLE: WEST BUTTERMILK RANCH CARETAKER Bldg. ~ Dept. Use ~ Q-~`„~ ~ Ceilings: [ ] ~ 1. Ceiling 1: Cathedral Ceiling (no attic), R-38.0 cavity + R- .0 continuous itsulation ~ " ~ Comments; ~ Above-Grade Walls: [ ] ~ I. Wall 1: Wood Frame, 16" o.c., R-19.O cavity insulation ~ Comments: ~ Windows: [ ] ~ 1. Window 1: Wood Frame, Double Pane with Low-E, U-factor: 0360 ~ For windows without labeled U-factors, describe features: ~ #Panes_ Frame Type Thermal Break? [ ]Yes [ ] No ~ Comments:. ~ Doors: [ ] ~ 1. Door 1: Solid, U-factor: 0.300 ~ Comments: ( ] ~ 2. Door 2: Glass, U-factor: 0:350 ~ #Panes_ Frame Type Thermal Break? [ ]Yes [ ] No ~ Comments: _., Floors: [ ] ~ I. Floor 2: All-Wood Joist/Tmss, Over Outside Air; R-38.0 cavity insulation ~ Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be Type IC rated and installed with no penetrations, or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulafion. ~ Vapor Retarder: [ ] ~ Required on the warm-in-winter side of all non-vented framed ceilings, walls, andfloors. ~ Materials Identification: 9 P o that compliance can be determine [ ] ~ Manufactur d mama ent must be identified s, P Is for all instalIed)ieating and cooling equi ment and servic~ai eating ~ equipment must be provided. IV~~ yy~ g ~ 202 [ ] ~ Insulation R-values and glazing U-factors must be clearly marked on the building p1anS`Sr spectfications. ~ Duct Insulation: PI~K[~ CC74JNTY [ ] ~ Ducts in unconditioned spaces must be insulated to R-S. ;~~~7((1~9i'1G I~EPAR~~°,~NT ~ Ducts outside the building must be insulated to R-8:0. .. Duct Construction: [ ] fort fibrous dude Ductaape is o pearmittedrous backirig tape 'Piessure-sensitive tape maybe used [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats aze'required for each sepazate HVAC system. A manual or automatic means to partially restdct'or shut off the heating and/or cooling input to each zone or {Poor skiall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels iri Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ l HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. u .~.. ,. , . ... ._., .~ >. .,_ _ , ~r-~c- .r- r Tabled Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Fpe Sizes Heated Water Non-Circulating Runonfs Citculatine Mains and Runouts Temperature (Fl Un 40 1" Uv to 1.25" 1.5" to 2.0" - Over 2" 170-I80 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1:0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Fine Sizes Piping_System Types Ran e F 2"~Runouts 1" and'Less 1.25" to 2" 23" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 I S 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0:5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) JUN 1 2 2002 PIYKIN CC3llNTY 6UILDING DEP6tRTMENT ~~- 01/09/1994 01:16 4143524134 RUVIN BROSINC PAGE 02 I: Apr-04-OZ 10: 2E~~A Yus6m / rya,rn 970 925-ti-r P • 02 APPENDIX 2 Nicholas Lampiris, Ph.D. OONB V C.T Np O EOLOGIST OT09 VALLEY Rt7A0 CARBONOALE, COLORA00 81823 f~rOJ)YW: M(ts MOVRSI May %, Sri ril Art f'~f i. sit er <O:; F_ei fa:': P1ov.:e r.3 isiLl 1i+~9~1 Stc.edy, Wd+St }3uttarmi.l L•. Lot , :I h:c+ve• r'amc~J ezt r:d my gvol ek7ir invewt3 gr•ti eon o~F vnGU- r.~rrl.'nr=; Er ri f rct e: m.zr'N..~a t. _nd crmp loYr,Tw homc~5xte+ in t.hc: West £~~,rL r. r,2 v"milk ;fir E;a. l'nC. X51 tETF are off thin Lt(a'Fier' Weis, t', Eu.t •L r'.rmi li, F<ba:J to t.hc~a wuz s; l' i.n 'd rewy c;A milar Sett'i nets and only t",O feP't. dnart. -"i The bc.+i'I di ng si.'t. c^~R are: r.r>>r t11 cu rrd dd7,e o~i thr• aoc,~'ehc_•rn ha,a ~f of thE± S''~.outh 1/~ o'f Sec. .T_., T 10 li, F: HF~ w, df thr= :'; i.zth F'. M., wi th:i. r. 11hra A!s,peh 7 1/2 minute quaJdr-angle, F` than L:ounf.y, Cal pr ado. 'fha si tES are on a spur riaad off the main roan. The noP-th ':.r°endi ni„ ~°'i dya* c:ontai ns a5pan trCE'a anU baomw n.':vti ver qr-asset hut: t.t+eare is al ro barrern grourn:l along this istreCC:h, Tha t:~mploy<:=e:~ 5.i t.e Ica :sep.aratcid from tnea J'reaE mar^4;r3t s;i to by a rwa.}n- 7hcar az .i.s rtn ough fl:a t. ground nn the ri<:1grs for bot:h '~ ~.+ni is b+.t the stc ep si deg of tha ridge should bca a~vrai ded ar Th,: gasca J. cagy r.YF thr:! Si leG Cortsl Sts nE'1'Sr Surf ace Mah:_os !3ha3 t• h aedr-oclc hcslow 'thw site. The ragi onal di{~ 6f f.h i. !5 C.:1'"!]l: aC•r`OU:S agp unit 'is ri rxner ally towards thex nprthc.ast at:"atinut ..... c!e•.gr5?gs Thmr-e is outr_rop ?urther up the= main rclnq b,,lt ~*:he rd i,p w,:.+e. scmb i.quourd. No foul. tsa pr other- gEno.t onie ~t:.r r.ca tore+• hrV@ bCn~r', mapprxd or not.ei! in th¢ find whi r. t+ ceSuId havE. e neq;a f. i. •n~~ i.mp,a c:'t. can tP+a! pr•opor ed home. E+er;,,u~;;ca of then flunr_o~. L-ihple, it. is important L-hat. sJ. L•. re d r-a¢nceg e' ba: prnsi T.:[vw away from f.hE+ horne£i. t2X and thrt't sup.:. r-sa'P urtation of the 90115 in the immerl i.a±e yi-;i n:ity oi' the~~ h r..mr:. •c trr pr r.vG'.ntet•d by rc+apa>nsible watmr i.ng pr,aeti r. a;9a. ol'1.5 longs near'irx~ sC+.rdic sl are nacc~5sary Ca insurce; pr-opaar faun matt on dEAsi :i.gn n f.IY,3SM M:anCQS-d@rl VCd ZOi}G 'f pY bath UYI I. 't>- 01/09/1994 01:16 4143524134 RUVIN BROS INC PAGE 03 Apr-04-02 10: 2fBA Yusem / Horn 970 925-+• 7.03 Wat:~r ¢i~r~ dprne~tiC tas~+ should be avai.l~able threruc;h thre dr-i.llir~.~~,~ pt F. well to perhaps Gr? tn'..:>rrV fe~^t "intro the e;hale? uni-t. W.ae;tr' dispo:,a'1 thwauc3h the use pf s septic; syst:.em wpth "~:rcr.nmp<a°•yi.ng ae±ach field should ba puasssibTn in tti~asicr permc!able sails, but the Fi:tkin County Sanitation !?,ni7ihe?~~r SNrnuld l>e car, ~;t.~lted fpi^ hg specific r°ecpmmF~ndc+t. i. do ~~. esp®ciel.ly bacaus~ ~pzc~ is .limited pn the ri~ic~e and th~rc arc: arv.~.(~, cof ehallnw brdr or k.. This i,s a gp~:iei :site for the r]r?velupment as c:nnttwmplatcd r+ t;hc, f)I,r~r.a rec:-ommEndati pn sr'e ~Pcltowed. "fhe Momt-^~5 should be derigne~i to pr-eecludE thE? acc::imulatipn d~f ratipn c~.;i• a=_ thr<.t is bec hm~, nit I-,an d.-_rrd prar-.tice in the :.hate. Sf ther^e ~3rre+ •f urt, i,er tl,ur!;t;ipn s; ., p]. erase dp not he•s i.tats to cont. ,act; me. Sinre ely, ~v ~~ Nichnl.as l.,adtpiris Consul ti nr~ Ge~o S:ogi=a WEISSMANN RUVIN DESIGN PARTNERSI3IY Joanna Schaffner Zoning Officer Pitkin County Community Development 130 S. Galena Aspen CO 81611 Re: West Buttermilk Ranch Residence, Permit #1257.2002 Caiefaker, Permit #1258.2002 Stables, Permit # 1259.2002 Dear Joanna: Please accept this letter of response to zoning comments for the above referenced project, per our recent meeting and correspondence. I will address al] comments herein with full submittal plans asback up. Stables: 1. MKK consulting engineers have drafted the enclosed documentation pertaining fo the ventilation requirements. for the stables. 2. The re-grading is included on updated plans submitted herewith. 3. The shower at the stables has been omitted as requ8sted. 4. The 20' midpoint height calculations at [he stable structure are as follows: Finished floor = 14'-0" Plate at roof = 13'-6" Roof assembly death = 1'-2" Roof pitch to midpoint = 4'-I %" Total height= 22'-9 '/" Worst case contour = 13' contour Total height to grade: 19'-9 %" 5. [will address the County engineers access concern directly with that depaztment. ~~~ ~•® LAKE FOREST MILWAUKEE tJr L, li ~3 ~.~~ ~Y STUDIO - 291 EAST DEERPATH ROAD r.AK£ FOREST. ILLINOIS 60045 VOICE 847 482 1300 FACSIMILE $47 482,7t4LTStl bra +.~ //"4J ~~~ ADMINISTRATIVE OFPICES - 7127 NORTH GREEN SAY AVENUE MILWAUKEE. WISCONSI vG "JtPP~ VOICE 414 351 1200 FACSIMILE 414 352 4134 gU11.Gu` Residence: 1. As discussed, we still maintain that the pergola area adjacent to the main terrace should not count against our allowable FAR. This is an outdoor, unconditioned and unenclosed terrace. 2. The 20' midpoint height calculations at the ADU structure are as follows: Finished floor = 69'-0" Plate at roof = 8'-0" Roof assembly depth = 1'-6 '/" Roof pitch to midpoint= 2'-3" Total height = 80'-9 Yz" Worst case contour = 61' contour Total height to grade: 19'-9'/z" 3. The re-grading plan is included herewith. The 76 contours is indicated as requested. Please feel free to call with any questions or comments. 970 948 4269. Best regard, ~~ Robert G. Sinclair a GEOTECHNICAL INVESTIGATION ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 PITKIN COUNTY, COLORADO Prepared For: WEISSMANN RUVIN DESIGN PARTNERSHIP 7127 N. Green Bay Avenue Glendale, WI 53209 am a1 ~' €+c~.v LET ..;ciiJ i 2 2002 Job No. GS-~~~~'I,?t", ::t;'+`.E~3TY EUit -~ :>,.~ .~" r.:i a .La~T May 15, 2002 CONSULTING ENGINEERS 234 CENTER DRIVE v GLENWOOD SPRINGS.COLORADO 81601 s (970)945-2809 ICI TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS SITE EARTHWORK Road Building & Site Grading Excavations Sub-Excavation Construction Dewatering FOUNDATIONS Footings on Claystone (Zangrillo Residence) Footings on Clay (Barn) FLOOR SYSTEMS AND SLABS-ON-GRADE BELOW-GRADE CONSTRUCTION SURFACE DRAINAGE LIMITATIONS FIGURE 1 -SITE PLAN FIGURE 2 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURES 3 AND 4 -SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 5 -EXTERIOR FOUNDATION WALL DRAIN APPENDIX A -LABORATORY TEST RESULTS WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PPISTER TRACT 4 CTL/T JOB NO. GS3597 1 1 2 2 3 4 4 5 6 6 7 7 8 8 10 11 12 SCOPE This report presents the results of our geotechnical im~estigation for the proposed Zangrillo Residence and Barn on West Buttermilk Pfister Tract 4 in Pitkin County, Colorado. We conducted the investigation to evaluaite the subsurface conditions belowthe proposed buildings and providefoundation recommendations for the proposed construction. Our reportwas prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the sub~lurface conditions found in ourexploratory borings, ouropinionsand recommendationsfordesign criteria forfoundations, floorsystems, and geotechnical and construction criteria for details influenced by the subsoils. The recommendations contained in the report were developed based on the currently planned construction. (factual construction plans will differsignificantlyfvom the descriptions contained herein, we should be contacted so thatwe may adjustourrecommendations as necessary. A summary ofour conclusions is presented below. SUMMARY OF CONCLUSIONS Subsurface conditions found in ourexploratory borirngsfortheZangrillo Residence (TH-1 through TH-4) consisted of 0:5 to 3 feet of sandy clay "topsoil" over 2.5 to 6.5 feet of clayey gravel and sandy clay underlain by claystone bedrock. Two borings (TH-5 and TH-6)'driBled at the planned location of the barn penetrated 1 foot of sandy clay "topsoil" over 7 and 13 feet of sandy clay underlain by weathered to comparatively unweathered claystone bedrock. Free groundwaterw~asnotfoundinour exploratory borings during our field investigation. 2. We recommend constructing the Zangrillo Residence on footing foundations supported by the claystone bedrock. The barn can be constructed on footing foundations supported by the undisturbed, native clay. We judge footing foundations designed with the criteria recommended within this report will result in acceptable building performance, provided a high degree of care is taken to preventwetting of subsoils below and adjacent to the buildings. WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTL/T JOB NO. GS ;597 3. Differential heaveand associated damage should be expected if interior slab-on-gradefloors in the residence and barn are supported directly on the in-situ clay and claystone below this site. We recommend interior slab-on-grade floors be supported by at least 12 inches of densely compacted, structural fill built with the on-site soils. Additional discussion is in the report. 4. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed buildings. Foundation drains should be installed around each building. SITE CONDITIONS The West Buttermilk Pfister Tracts subdivision is located northwest of the Buttermilk Ski Area and accessed by West Buttermilk Road. West Buttermilk Pfister Tract 4 is located in the northwest part of the subdivision. The buiilding envelope is located in the west part of the parcel on a narrow ridge that trends down to the north (see Figure 1). Sides of the ridge are steeply sloping. The property is forested with aspen trees and scattered spruce and pine. Undergrowth has been cleared on much of the upper parts of the ridge within the building envelope. The Zangrillo Residence is planned on a topographic knob located in the narrow, south palrt of the building envelope (see Figure 2). The barn is proposed fora topographic bench nearthe north terminus of the building envelope. PROPOSED CONSTRUCTION We understand theZangrillo Residencewill beawood-framed building, stepped into the natural slope ofthe site. The building will vary from one level at the south to three levels atthe north. Floors in most living areas will be structurally supported with crawl spaces below. The south part of the residence will beone-story with the floor constructed at about elevation 8776 feet and the bottom of the crawl spaces near 8770. The central part ofthe residence will be two stories with abelow-grade lower level at approximately elevation 8760 feet. Excavation toaboutelevation8754willberequired WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND EARN WEST BUTTERMILK PFISTER TRACT 4 CTL/T JOB NO. GS3597 ,___._ 1 0 to reach crawl space floors. The north part of the residence will be three total stories with lower level living area floors nearelevation 8760 feetand bottom of crawl spaces at about 8754 feet. The lower level will daylight atthe north and' west sides. A garage wall also be located in this part of the building with aslab-on-grade floor at elevation 8759 feet. below. Maximum excavation depths on order of 25 feetwill be required to attain proposed foundation elevations. The barn will be a tall, one-story, wood-frame building. A hayloft is planned above the horse stalls. The building will have aslab-on-grade floor at approximately elevation 8714 feet. Bottom of footing elevations are expected to be at aboutelevation 8710 feet. We anticipate foundation excavation depths between 4 and 6 feet. Foundation loads assumed for our analysis of both buildings varied between 1,000 and 3,500 pounds per lineal footoffoundation wall with maximum interiorcolumn loads of 40 kips. If actual construction will differ significantly frorn the descriptions above, we should be informed so that we can revise our recommendations and/or design criteria, if necessary. SUBSURFACE CONDITIONS Subsurface conditions belowthe proposed location oftheZangrillo Residence were investigated by drilling four exploratory borings (TH-1 through TH-4) on March 22, 2002 at the approximate locations shown on Figure 2. Deep snow present on the site madethebarnlocationunaccessibletodrillingequipment. Wereturnedtothesiteon April 25, 2002 aftersnow melt had occurred and drilled two exploratory borings (TH-5 and TH-6) at the planned location of the barn. Drilling was directed by our field representatives who logged the soils and bedrock and obtained samples. Samples obtained in the field were returned to our laboratory where field classifications were checked andtypicalsamplesselectedfortesting. Graphic logs ofthesoilsandbedrock encountered in our exploratory borings are shown on Figures 3 and 4. WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PfISTER TRACT 4 CTLIT JOB NO. GS3597 0 Subsurface conditions found in our exploratory borings for the Zangrillo Residence (TH-1 through TH-4) consisted of 0.5 to 3 feet of sandy clay "topsoil" over 2.5 to 6.5 feet of clayey gravel and sandy clay underlain by claystone becirock. Two borings (TH-5 and TH-6) drilled at the planned location of the barn penetrated 1 foot of sandy clay "topsoil" over? and 13 feet ofsandy clay underlain by weathered to comparatively unweathered claystone bedrock. Practical auger refusal occurred in cemented lenses oftheclaystonebedrockinthreeofourborings. Results of field penetration resistance tests and observations during drilling indicated the clayey gravel was medium dense to dense, the sandy clay was stiff to very stiff and the claystone was weathered to very hard. Free ground water was not found in our exploratory borings during our field investigation. Four samples of the soils and claystone were selected for laboratory one- dimensional, swell-consolidation testing wheresampleswerewetted underanapplied pressure of 1,000 psf. One sample of the sandy clay tested exhibited 0.2 percent consolidation. A sample of weathered claystone exhibited 0.7 percent swell and two samples of the claystone exhibited 0.9 and 1.6percentswell. Wejudgetheclayatthis site possesses volume change characteristics ranging from a moderate potential for consolidation to a low potential for expansion. The claystone judge to posses a low expansion potential. Swell-consolidation test results are shown in Appendix A and laboratory testing is summarized on Table A - I. SITE EARTHWORK Road Building & Site Grading Grading plans were not provided to us. We anticipate maximum cut depths and fill thicknessoflessthan5feettobuildthedriveway. Cutslopesandfillembankments can likely be constructed without retention, provided they are slopled no steeperthan 2 to 1 (horizontal to vertical) and re-vegetated. WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTLfT JO8 NO. G53597 4 i .n} ry'S..dAiwnNXDisxa}~ydyx'rv:rvs.YSnrbaWtt~Rwe4z~a^talet±4nswrtrvMUCxYP 0 The driveway alignment and ground surfaces that will support buildings or structures should be stripped of organics, topsoil and debris. A flat bench should be excavated into the naturalslopealongthedrivewayalignment. The resulting excavated ground surfaces should be scarified to a depth of at least 6 inches, maoisture treated and compacted. The on-site soils and broken down bedrock free of organics, debris and rocks larger than 6 inches in diameter can be used as fill for site grading. Fill should be placed in loose lifts of 10 inches thick or less, moisture treated to within 2 percent ofoptimum moisture contentand compacted to at least95 percent of standard Proctor (ASTM D 698) maximum dry density. Moisture contentand compaction ofstructural fill lifts should be tested during construction. Excavations Maximum excavation depths of about 25 feet will be required to construct the Zangrillo Residence as planned. Based on our experience at nearby sites, excavations in the clay overburden soil can be accomplished using conventional, heavy-duty trackhoes and rippers. Cemented lenses in the claystone bedrock may require, or be most efficiently made, with blasting. As required by OSHA regulations, excavations deeper than 20 feet must be designed by a professional engineer. Excavation sides will need to be sloped or retained. We believe the clay will classify as a Type B soil based on OSHA standards governing excavations. The claystone bedrockwill classify as stable rock unless a high degree of fracturing and/or unfavorable dip result in a Type A classification. Temporary excavation slopes deeper than 5 feet should be no steeperthan 3/4 to 1 (horizontal to vertical) in Type A soils and 1 to 1 in Type B soils. Excavations instable rock can be near vertical. Soil anchors are a common method used in this region to retain deep excavations in subsurface conditionssimilartothosefoundatthissilte. Thesewallsare normally designed byspecialty shoring contractors using the unitweight, cohesion and friction angle ofthesoil and bedrock. Fordesign ofsoil nails in the clay and claystone WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTL/T JOB NO. GS3597 ~1 1. n ~.:. Flu arv»_.wm. yr ....znp1 at this site, we suggest moist unit weights of 110 and 120 psf, cohesions of 200 and 1,000 psf, and friction angles of 24 and 24 degrees, respectively. We recommend contacting Goggins & Sons (303) 791-9911 or Yenter Companies (303) 945-5333 to discuss design of the excavation retention system. Sub-Excavation Differential heave and associated damage should be expected if interiorslab-on- grade floors in the residence and barn are supported directly on the in-situ clay and claystonebelowthissite. The riskofdifferentialheaveoffloorslabsduetowettingof thesoils and bedrock can be reduced iffloorslabs are supported by at least 12 inches of densely compacted, structural fill. We recommend removal and recompaction (i.e.sub-excavation) of the native soils and bedrock befowinteriorslab-on-grade floors to a depth of at least 12 inches belowthe slabs. The bottom of the sub-excavated area should be scarified to a depth of at least 6 inches, moisture conditioned and compacted. The excavated soils and bedrock pieces free of organics, debris and rocks larger than 4 inches in diameter should be re-used as structural fill. Structural fill should be moisture treated towithin 2 percent of optimum moisture content and compacted to at least 98 percent of standard Proctor(ASTMD698)maximumdrydensity. Additionalwaterrequiredtoincreasethe existing soil moisture content to the specified moisture content should be uniformly mixed into the structural fill soil prior to compaction. In order for the procedure to perform properly, close control ofstructural fill placementtospecific:ations is required. Our representative should observe placement and test compaction of the structural fill. Construction Dewatering Free ground water was not found in our exploratory borings during our field investigation. Groundwaterlevelswillvarywithseasonalconditionsandaretypically closest to the ground surface during and immediately after peak snow melt in spring and early summer months. We do not expect ground water to be encountered in the WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLD RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTL/T JOB NO. G53597 _.. ,,; ...~. proposed foundation excavations. Excavations should be sloped to positive gravity outfalls or to temporary sumps where water from precipitation c:an be removed by pumping. The ground surrounding excavations should be sloped to direct surface runoff away from the excavations. FOUNDATIONS Our exploratory borings indicate claystohe bedrock is present at planned foundation elevations belowmostoftheZangrillo Residence. Native clay is located at foundation elevations below the proposed barn. We recommend constructing the ZangrilloResidenceonfootingfoundationssupportedbytheclaystonebedrock. The barn can be constructed on footing foundations supported by the undisturbed, native clay. We judge the risk of differential foundation movement will be low for footings supported on the clay and claystone atthis site, provided a high degree of care is taken to prevent wetting of the subsoils below and adjacent to the planned buildings. Recommended design and construction criteria forfooting foundations are presented below. Footinas on Clavstone (Zangrillo Residence) Footing foundations supported on claystone bedrock should be designed for a maximum soil bearing pressure of 5,000 psf. Soils and bedrock loosened during excavation or the forming process for the footings should be removed prior to placing concrete. 2. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes will be required, based upon foundation loads. 3. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed looseorsoftsoil pockets. We recommend reinforcementsufficienttospan an unsupported distance ofat least 12 feet. Reinforcement should be designed by the structural engineer. 4. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST 6UTTERMILK PFISTER TRACT 4 CTLT JOB NO. GS3597 ' 7 0 least42 inches below finished exterior grades forfrost protection. The Pitkin County building department should be contacted to verify the required frost protection depth. 5. Our representative should observe the completed foundation excavation to confirm bedrock is exposed and suitablefor support ofthe designed footings. Footings on Clav (Barn) Footingfoundationssupportedontheundisturbed,nativeclayshould be designed for a maximum soil bearing pressure of 3,000 psf. Soils loosened during excavation or the forming process for the footings should be removed or the soils can be re-compacted prior to placing concrete. 2. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 3. Grade beams and foundation walls should be well reinforced, top and bottom, tospan undisclosed loose orsoftsoil pockets. We recommend reinforcementsufficienttospan anunsupported distance ofat least 12 feet. Reinforcement should be designed by the structural engineer. 4. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least42 inches belowfinished exterior grades forfrast protection. The Pitkin County building department should be contacted to verify the required frost protection depth. 5. Our representative should observe the completed foundation excavation to confirm subsoils areas anticipated from our borings and suitable for support of the designed footings. FLOOR SYSTEMS AND SLABS-ON-GRADE Some areas of floors in the Zangrillo Residence, including the garage, are planned asslabs-on-grade. The barn floor will also be aslab-on-grade. Differential heave and associated damage islikely if interiorslab-on-gradefloolrs in the residence WEISSMANN RUVIN DESIGN'PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTUT JOB NO. GS-3597 0 and barn are supported directly onthe in-situ clay and claystone below/this site. We recommend interiorslab-on-grade floors besupported by at least 12 inches ofdensely compacted,structuralfillbuiltwiththeon-site soils. Pavement and exterior concrete flatwork should also be supported by at least 12 inches of structural fill. Recommendations for structural fill were provided in the Sub-excavation section. The most positive method to mitigate floor movement is the construction of structurally supported lower level floors with air spaces between the floor and the subgrade soils. The structural floor is supported by the foundation system and an excellent choice from a geotechnical standpoint. Current plans indicate lower level floors in most living areas of the Zangrillo Residence will be structurally supported with crawl spaces below. We recommend the following precautions for slab-on-grade construction at this site. These precautions will not prevent movementfrom occurring, they tend to reduce damage if slab movement occurs. Slabs should be supported directly on the densely compacted, structural fill. Provision ofa gravel orsand layer belowslabs is not recommended because it increases the risk of a single source of wab~r wetting the entire area supporting the slabs. 2. Slabs should be separated from exterior walls and interior bearing mem bets with slipjoints which allow free vertical movement of the slabs. 3. Slab bearing partition walls should be constructed with a slip joint or floatthat allows at least 2 inches of free vertical slake heave. Doorways and stairways should also be designed to allow vertical movement of slabs. 4. Underslabplumbingshouldbeeliminatedwherefeasible. Where such plumbing is used, itshould be pressure tested for leaks before the slab is constructed. Plumbing and utilities which pass through slabs should be isolated from the slabs with sleeves and provided with flexible couplings to slab supported appliances. 5. Heating and air conditioning systems supported on slabs should be provided with flexible connections capable ofat least 2 inches ofverfical movement so that slab heave is not transmitted to the duct work. WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRIlLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTL/T JOB NO. GS3397 0 6. Exterior patio and porch slabs should be isolated from the buildings. Theseslabs should bewell-reinforcedto function as independent units. Movements of these slabs should not be transmitted to the building foundations. 7. Frequent control joints should be provided to reduce problems associated with shrinkage and curling, in accordance with ACI recommendations. Our experience indicates panels which are approximately square generally perform better than rectangular areas. BELOW-GRADE CONSTRUCTION Foundation walls which extend below-grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, butare not limited to, thetype, compaction, slope and drainage ofthe backfill; and the rigidity ofthewall against rotation and deflection. For a very rigid wall where negligible orvery little deflection will occur, an "at-rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.S to 1 percent ofwall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Our experience indicates basement walls can deflect or rotate slightly under normal design loads, and that this. deflection results in satisfactory wall performance. Thus, theearth pressures on thewalls will likely be between the "active" and "at-rest" conditions. Ifon-sitesoils are used as backfill, we recommend design ofbelow-gradewalls using an equivalentfluiddensityofatleast50pcfforthissite. This equivalentdensity does not include allowances forsloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of wails may occur. Ifvery littlewall deflection is desired, a higherequivalentfluid density may be appropriate for design. The structural engineer should also consider site specific grade restrictions and the effects of large openings on the behavior ofthe walls. Backfill placed adjacentto foundation wall exteriors should be free of organic matter, debris and rocks larger than 6 inches in diameter. Backfill should be moisture WEISSMANN RUVIN DESIGNPARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTL/i JOB NO. GS-5597 10 0 conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Water from rain, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a building and collects on the surface of relatively impermeable soils occurring atthe bottom of the excavation. This can cause wet or moist conditions in below-grade areas after construction. Toreducethelikelihoodwaterpressurewilldevelopoutsidefoundation walls and reduce risk of accumulation of water in basements and crawl spaces, we recommend provision ofa foundation drain around theZangrillo Residence. The drain should consistofa 4-inch diameter, open jointorslotted pipe encased in free draining gravel. The drain should lead to positive gravity outletorto a sump pitwherewatercan be removed by pumping. Atypical foundation drain detail is presented on Figure 5. Crawl spaces should be well ventilated to avoid high humidity. Weunderstand nobelow- gradeareas are planned in the barn, therefore, no foundation"drain is required. Lightwells may be constructed adjacent to below-grade areas ofthe residence. Drains should be installed in the bottom of light wells to remove water from precipitation. Thedrainsshoulddischargetogravityoutletsorsumpswherewatercan be discharged by pumping. Lightwell drains should not be connected to the foundation drain. SURFACE DRAINAGE Surface drainage is critical tothe performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the buildings are completed: Wetting ordrying ofthe open foundation excavations should be avoided. 2. The ground surface surrounding the exteriorofthebuildingsshouldbe sloped to drain away from the buildings in all directions. We recommend WEISSMANN RUVIN DESIGN'PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTL/T JOB NO. GS-3597 ' 11 0 providing a slope of at least 12 inches in the first 10 feet around the buildings. 3. Backfill around foundation walls should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 4. Roofdownspouts and drains should dischargewell beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. We specifically recommend against burying downspout discharge pipes because it increases the potential for subsurface wetting near the foundation. Roof drainage should not be directed to the foundation drain. 5. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 feet ofthe foundation. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the buildings. 6. Impervious plastic membranes should not be used to coverthe ground surface immediately surrounding the buildings. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allowsome evaporation to occur. LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by our exploratory borings will occur. Our representative should observe the completed foundation excavation to confirm subsurface conditions are as ani:icipated from our borings and suitable for support of the designed footings. VVe :should check the moisture content and compaction of fill below interior floor, exterior flatwork and pavements. Our report was based on conditions disclosed by our exploratory borings, engineering analysis and ourexperience. The recommendations contained in the report weredeveiopedbasedonourunderstandingoftheplannedconstrulction. We should WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND6liRN WEST BUTTERMILK PRISTER TRACT 4 CTL/T JOB N0. GS-3597 12 be informed ifactual construction will differsignificantly from the descriptions in the report, to permit us to revise our recommendations and design criteria, if necessary. This investigationwas conducted in a mannerconsistentwitlh that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similarconditions inthe locality ofthis project. No otherwarranty, express or implied, is made. Ifwe can be of further service in discussing the contents of this report or in the analysis of the influence ofthe subsoil conditions on the design ofthe structure, please call. CTL/THOMPSON, INC. ~~ Ja es D. Kellogg St ~f Geotechnical nginee R ewed by: .~.:.,- ~'~,, F, ;~,~f ~•, ® N+~ r ~ ' ,,. .a , . ry, m~ ... Jon ~ ~"5 E.m Bra Manage r'"-`-, w a C'„- m JDK: •cd ~~~°~,r~ "~' (5 copies sent) ~:. WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST BUTTERMILK PFISTER TRACT 4 CTL/T JOB NO. GS-7597 73 :::, ,, Y.w :., ,... ZANGRILLO RESIDENCE WEST BUTTERMILK PFISTER TRH PfTKIN COUNTY, COLORADO Job No. GS-3597 Fig. 1 ~,„ N m Le. `~' U a F- ~o wo N~ U W O Z ~ O 0 J ~ W ~ ~ ~ W Z O F~-- O J ~ U J m z~Y QWt-- N ?i d O fp I 'o n y f/1 C~ _Z O >- O 1- Q O J W X W W O Z O F-- a U O J W H Q _~ X W' Q n o~ M 1 a z .o 0 Job No. GS-3597 ._ TH-1 EL=8780 8775 8770 8765 m m _c c 8760 0 m W 8755 8750 apace moor (EL= 8754) 8745 TH-2 EL=8776 TH-3 EL=8774 TH-4 EL=8771 8780 8740 ~ Residence I SUMMARY LOGS OF tXPLOR,4i0RY BQRINGS 8775 8770 ~3 1 I 8765 ,s m m 0 8760 "~ -~ i O m rt 8755 ~ i 8750 8745 8740 m m W c c 0 v m W 8720 8715 8710 8705 8700 8695 8690 8685 8680 TH-5 TH-6 EL=8716 EL=8715 LEGEND: 87Y0 ® Sandy slay j "topsoil", vegetation and roots, Planned wood ahips# moist to very moist, dark Floor Slab brown, bladk. (EL= 8714) Gravel, clayey, cobbles and shale fragments, ® medium dense to dense, moist, gray. (GC) 8715 © Clay, sandy, scattered shale fragments, stiff to very stiff, moist, gray, brown. (CL) 12 8710 ® Weathered olaystone, medium hard, moist, gray. Claystone bedrock, cemented lenses, hard 9 'e to very hard, slightly moist, gray. 8705 Drive sample. The symbol 50/7 indicates m that 50 blows of a 140 pound hammer falling 30 inches were required to drive a ° 2.5 inch O.D. sampler 7 inches. 2 . 8700 ~ g Drive sample. The symbol 47/12 indicates that 47 blows of a 140 pound ~ m hammer falling 30 inches were required to drive a 2.0 inch O.D. sampler 12 inahes. 8695 Indicates practical auger refusal. NOTES: (EL= 8710) 8690 i. Exploratory borings TH-1 through TH-4 were drilled on March 22, 2002 with an all-terrain drill rig. Borings TH-5 and TH-6 were drilled on April 25, ! 2002 with atrack-mounted drill rig. All borings were advanced with 4-inch 8685 diameter, continuous flight, solid-stem auger. I 2. Locations and elevations of exploratory borings are approximate. 3. No free groynd water was found in our Barn 8680 exploratory borings during our field investigation.' 4. These exploratory borings are subJect to the explanations, limitations and conclusions as contained in this report. SUMMARY LOGS OF EXPLORATORY P®RINGS Job No. GS-3597 Fig. 4 0 SLOPE PER OSHA SLOPE PER REPORT f _~-- BACKFILL COMPOSITION AND COMPACTION PER REPORT BELOW GRADE WALL PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION. COVER GRAVEL WITH FILTER FABRIC-~ ENCASE PIPE IN WASHED- CONCRETE AGGREGATE (A`. C33, N0. 57 OR N0. 67; EXTEND GRAVEL TO AT LE 1/2 HEIGHT OF FOOTING. «~;:~:. c io onr~H MINIMUM 8" MINIMUM ~- OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW HOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWAR TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. STRUCTURALLY SUPPORTED FLOOR SYSTEM CRAWL SPACE REINFORCING STEEL PER STRUCTURAL DRAWINGS. FOOTING OR PAD ~S5UC9~a$1®B'~ Job No. GS-3597 ~'~ ~t'~19'S Fig. S -- ,. __ _ ~ ... ... ~ .. . _... , _.,u,.~~,,.,1~, , fl ..~ .,~-- . <.~.~, .~,~~ APPENDIX A LABORATORY TEST RESULTS WEISSMANN RUVIN DESIGN PARTNERSHIP ZANGRILLO RESIDENCE AND BARN WEST 6UTTERMILK PFISTER TRACT 4 CTL/T JOB NO. GS-7597 7 s ~ . . . . . . .. . ~ I e ~~; 1 y . , ,; 3 . . . . . . , 2 ~~ ~, .. -_ .~~ . . N . I a , ~ i i i i --- - - ---- --- - - ---- ---- - -------- - - - - - - w ,. a o - --- -. --- - - - -- - .. , i r -, - - -------- Q z r - , _ EXPAN510N'LSC~DER CONSTANT ---- ' --- - ,- -`-;,__. i iii / ~ n : Y PR SSI~RE pU~ TO WEjT1NG w t -- --- --- - - ---°- a .,. . .. , . ! ~ ~ O v 2 --- >--- ~ - -- i i . ; +- ~ - --------< ~ - - --- --- ---- ' " -_-~ ~--- -- - a ,, ,. „ , ., , . , t ,. S ~ ,, .. ~ . <, ~ ~ '~ 6 .--• . , ' .-.__•_•--------------•-._-_-_•.--_-~ I ~ ~ I I 7 ,: I 8 0.1 7.0 10 I00 APPLIED PRESSURE - KSF Sample of CLAYSTONE FFOm TH-2 AT 9 FEET NATURAL DRY UNI7 WE;GHT= 109 PCF NATURAL PA04STURE CONTENT= 19.3 Swell ~OIIS®~6E~a$1®~ JOB NO. GS-3597 ~eSt l~~Sal IltS . F1G. A-1 ;, K.,, ~ ~~, .- a ,... n J Ynµ...Am!1.At.1 ~ ¢+N wn ~. w.n mr+rvr*.v«iv trv z 0 Z a x w a z 0 H p! 2 a U i i ~ i ~ ~ ~ ~ ~ i f 5 ,. 9 2 .~ ~~ i ____-- __._~..__~.,-,-._---..-_ o --- ----* ---- -- -,:--~ --~- - - ---~_PfESSUR DUEDTOVV~7"fl G ~ ; - -- -- -- ,. . , . , , 2 ,,, ,. , , ,, ,~, ~ , ., a ~ ~ ~ ~ ~ , ,, ---- - - -- - i i . ,. -s o. t to to ioo APPIfED PRESSURE - KSF Sample of CLAYSTONE NATURAL DRY UNIT WEiGhiT= 114 PCF From TH-4 AT 7 FEET NATURAL MOISTURE CONTENT= 1 g_g "~o Svveii Cans®iic9ation 108 NO. GS-3597 Test ~.'eSUits FIG. A-2 _. r.,~. .v.~.. .a .~Fw~ d .x ate:,, .:,».:. . ~ ~ ~ 1 1 6 ~ I . ~ ~ ._-.f-.1-'_ . .. $ ~ , . . . . . ~ . . , 4 I I . ~ ~ . . , . . , . . . . . . ~ ~ ~ ~ ~ ; ,. , . . . . ~ . .. . .. i . . , . . o .. . ., . . . ; . , . ~ . } . . ... . , 2 i i ! i -- --- ----' ---- ---- --- - -- - -- ADDlT90NAL ; .. .,.. C;Oh.1kRESSlOt~1 UNDER; ' ,. tx7NSfiAN7Pi3~SSUREDU~T04VE7TING! ,. ~ ... ; . , . .. ... , . , a .. . . , ., . ... . .... .. a .., , . , , . ,. . , s . ,, . , ,.. . ~ ~ , 8 ioo APPLIED PRESSURE - KSF Z O z Q W 0 Z N W K a g U SCmple OP CLAY, SANDY (CL) NATURAL DRY UNIT WEIGHT= 134 PCF From TH-5 AT 4 FEET NATURAL MOISTURE CONTENT= 14.8 S~veil C®ns®lidation JOB NO. GS-3597 ~T~St i~G'SLlitS FiG. A-3 z 0 a a w a z 0 w a 0 U EKPANStON UNDER CONSTANT / Pf~ESSURE;DUE TO 1~VETT3NG o.i i.o ~o ioo APPLIED PRESSURE - KSF Sample of WEATHERED CLAYSTONE NATURAL DRY UNIT WEIGHT= 112 PCF From TH-fi AT 9 FEET NATURAL MOISTURE CONTENT= 18.1 TSwell ~®na©lidatior~ JOB NC. GS-3597 9 es~ ~`~S~i~ FIG. A-4 JOB NO. GS-3597 TABLE A - i SUMMARY OF LABORATORY TEST RESULTS NATURAL ATTERBERG LIMITS UNCONFINED SOLUBLE PASSING BORING DEPTH (FEET) NATURAL MOISTURE (%) DRY DENSITY (PCF) SWELL' (%) LIQUID LIMIT (%) PLASTICITY INDEX - (%) COMPRESSIVE STRENGTH (PSF} SULFATES (%) NO. 200 SIEVE (%) SOIL CLASSIFICATION TH-1 4 8.1 95 36 12 86 CLAYSTONE TH-2 9 19.3 109 1.6 0.004 CLAYSTONE TH-3 4 6.7 47 21 17 GRAVEL, CLAYEY GC TH-4 7 18.8 114 0.9 CLAYSTONE TH-5 4 14.8 114 -0.2 CLAY SANDY CL TH-6 9 18.1 112 0.7 WEATHERED CLAYSTONE 'Note: Swell tlue to welting under an applied load of 1,000 psf. Negative values indicate consolidation. Page 1 of 1 ~~ March 31, 2008 Mr. Brady Smith Premier Green 12149 E. Baseline Road Lafayette, CO 80026 RE: Keystone Retaining Wall Zangrillo Residence 2435 W. Buttermilk Road Aspen, Colorado Mr. Smith: NELSON DESIGN 7379 7 E. Rice Puce, SYe. i 7 2 Auaorzw,C080075 PHONE: (303) 9815687 FAX:, (303)487-4484 It is my understanding the driveway grading for the Zangrillo residence may be revised in the field in ~' ~ q Y P orderpto limit tphep rive to Y maximum 10%wall maa need to be raised ulofo oneefootartment. As a result, the to of the ro osed Ke stone retaining y p Up to two courses for block can be added to the retaining wall as needed for the revised driveway grading. In azeas where the retaining wall is raised, the geogrid reinforcement length should also be increased by one-foot in order to maintain proper stability. Should you or your staff have any further'questions, please feel free to call. Respectfully Submitted, Blake L. Nelson, P.E. 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