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Home My WebLink Aboutpitkin.bldg.246533101006_ c .. ,.~: ~a ..~ FCC.. ;. ... n9' ~y. 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. - r. ;, CIF„ ~~i~' ,~ ~ <. ,} Certifica a of Occupancy ' µt E Pitkin County Comrpunity Development Department „~ M. '.= ,. ~,r ° ~~ ' This certificate issued pursuant to the requirements of the 2003 edition section 110 of the International , ,.i.: .yy ~ ~: Residential Code. It certifies that at the Safe of issuance, thestructure as described below was in compliance~with the various resolutions and ordinances regulating building constructibri and use in this jurisdiction. , , 'Use Classification: ~ SFR , Building Permit: 01412005.PRBK Building Address: 1001 SOPRIS MOUNTAIN RANCH RD BASALT CO 81621 Owner of Building: STANLEY W CHEFF ~ Owner Address: 7901 ALASKA RD' CALEDONIA MI 49316 Group: ~ ~ IRC ~ - Type of Construction: ~ V~ ~ ~ ~ ~ ` '~? `., ~i 1. Use Zone: RS-30 ' u - h.:. ,. Description: ~ ~ ~ ,, l _ , PARCEL 10'246533101006 LOT 29, SOPRIS MOUNTAIN'RANCH. 7,028 SQUARE FOOT ONE=STORY RESIDENCE INCLUDES ONE ATTACHED HEATED-825 SQUARE FOOT THREE-CAR GARAGE; THREE BEDROOMS, ONE FULL BATH, THREE 3/4 BATHS, AND ONE KITCHEN. SPR(NKLERED. Cominerits & Restrictions: BOCC 95-.120. HEARING OFFICER DETERMINATION 23-2003. ADMINISTRATIVE DECISION 08-2004. TDR CERTIFICATE IR-08-02-SW. ONE WOOD-BURNING FIREPLACE ' AND ONEGA S FIREPLACE APPLIANCE.,1,431 SQUARE F E E T OF SN O V J M ELT. ~ , ~, ~ ~, / ~ ~ i~ r ~ Chief Building Official Date Note: In all occupancies, except R, this certificate must tie postetl rn a conspicuous place near the main ezl! on the premises for which It is Issuetl. Any alteration or use of these described premises or portion thereof without the written approval of the Builtling = I O~cial shall negate this C.O. and subject it to revocation. _'; j:':., y I I 441I `LL V * PITKIN.COMMC)NITY DEVELOPMENT DEPARTMENT PE°RMIT APPLICATIO I~., ~' PITKIN COUNTY ^ ~ CITY OF ASPEN ^ I ! 970 /920 ~525~` ` ~ ~ 970 / 920-5090 I . >;;, 970 / 920-5532 Inspection Line 970 / 920 5448 Inspection Line PERMITN ~ General ' mbered spaces onl ~, ... _... . am .,_ ... :. .e/~ ~ Permit ~ ~ _ ~ se.1 LOT NO. BLOCK TRACT OR SUBDIVISION (^SEEATTACHEDSHEET) `'~CO_~ / NER r,. MAIL ADDRESS ZIP DE. ~ _ _ g~ PHGN (v„rr-0c~c~`~ OWNER'S AUTHORIZED AGENT MAIL ADDRESS C41 { !}. PHONE LICENSE NO rr7 F CONTRACTGR _ + MH 5 ~` ~ / IL ADDRESS ~~r r~~ F PHONE LICENSE NO I [•~r L+ ARCHITECT OR ENGI ER OF RECORD MAIL DRESS (u(Q r~YI~J 6 / j) /I /~ _~/~ /~~p PHONE Z7~ ~jQLICENSE NO Z /"~'I`7"[7 /C\ ~6~ G~~/~. ~l(ol ~f<FS SN CLAS` FWORK ENERGY CODE FEE ~~'/// USE TAX CEN SCODE G.IS FEE Q 7• A~ NtW ^ ADDITION ^ ALTERATION ^ REPAIR ^ ,~ ~ ~~ ht, ~~ O USEGF BUILDING INGLE FAMILY ^MULTI FAMILY PLAN HECKFEE ~° Z $' ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER ~L~ PERMIT FEE J/ zoNl/N-G FEE n p VALUATIONOF WORK EXISTING S0. FOOTAGE SOUARE FOOTAGE 9. $ 10 ~~_ THIS PERMIT ~ TYPe of DOnstrllPli0r1 Occupancy Group Lot Afea rp 'Cj` dj ~ r r 11. Is there food service in this building ^ ves H'f`io sl:e or suilaln99 N6. er smrles ~ (Total Square Ft.) Ocaloap _ 12. Is LPG used? ads ^ No ~G ~~ ~' i z NO.OF BEDROOMS ose rn 13. Parcel lD#ca11920-5160 'L Q ~~ t1/.y-l(` Rre sPrmklers Regouetl? ea ^Nq 14. Description of Work ~ ~ µ~DED ~ _ ~® Alarm system Raquiretl? ^Yes ^No No. of Dwelling Untnits OFFSTREET PARKING SPACES - 35'.,gG~ If^JC / co.,erea uncn..er~a ._.. r ~T~r n/~ ~/-+ •`~' f' ~ ® `. SPECIAL APPROVALS REQUIRED APfHORIZED BY OE ~ U 40 S r Z9NING ,. ~ t H.PC. L ~- I~, PARK DEDICATION PRESUBM TTL APPLICATIONACCE ED PLgNS CH ED gppgp ED FOR ISSUANCE VIRO. HEALTH /~ d1,'/11~"/~,{1 1 ENGINEERING • \ ,BY 1~..t \ By BY -Ol ,~IVI~~, ITT BV ] I/ PARKS ~ ` DATE v,~±'C~y-o5_ DATE DATE/lam/~ ~~ ~ ~ NATO LRESOURCES 1 DATE FIRE MARSHAL C NOTICE RTAC Cd ~~ `~ SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ASPEN cONSOL. SAN DIS_T THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTFORZEDLS oTHE /'~ NOT COMMENCED WITHIN 12 MONTHS OR IF CONSTRUCTION'OR WORK IS SUSPENDED ^~ ~ H ~ 3 D 3 ' b - ~ U OR ABANDONED FOR A PERIOD OF t80 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 7 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE PAYMENT OF PITrCfPf COU~lTY U$E TAX SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOG- ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ERNING THIS TYPE OF WORK WILL BE COMPLIE6 WRH WHET~IE~R°SPECIFfEDIREREiN ~R NOT THE GRANTING OFA PERMIT DOES NOT PRESUME TOGIVE AUTHORITY TO VIOLATE ^ DEPOSIT METHODS%OF 25%OF THE PERMIT VALUATION PAID I OR CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW gEGULATING CON- AT ISSUANCE A FINAL REPOR70N TOTAL ACTUAL COST MUST STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. R 7S MV RESPONSIBILnY TO BE FILED WITHIN 90 DAYS OF SUBSTANTIAL~COMPLETION OF ~' REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINEOTHEREON WORK AND/ OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND°SBc THAT THE STRUCTURE AND/OR PROJECT IS RUILT IN COMPLIANCE WITH ALL ~~ LICABLE CODES ^ EXEMPT. EXEMPT ORGANIZATION ~ j ~L`'~'~T/®~' ^ RESALE:STATE&PRKINCOUNTRYRESALE NO I j ~~.~~i'7d `7~~ ~.//.n.OA ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN ~ /~ ~~,/9 1DgrEl PITKIN COUNTY IS SUBJECT TO THE .5% USE TAX. 3` N E ' ~5~~~'`s~ lilfC. dd PROPERTY LIENS MAYBE PLACED ON THE OWNER'S AND /OR THE CON- q IGNAmRE Or owNERlIF OWNER euaoERl IDnTE) TRACTOR'S PROPERTY WHENUSE TAX ISNOT PAID 'XX THIS FORM IS A PERMIT ONLY WHEN VALIDATED ~ WORK STARTED WITHOUT PERMIT WILL BE DOUBLE PEE ° Ener "'Co e F a ~y /9Y P7lan Check Fee Zoning Few GIS Fee Permit. Fep~_ REMP Fee T"I p ~ ~ l/ D // ,~S / ~ l'1 r/O'rf '/TF"!\~J Use Tax Deposit Fee Other Fees , /A{ V / 7.! a ^WHITE-FILE COPY CANARY- LICANT ~~ ~ i ~ ;,.,WV I,,~~~ ..' i. ASPEN *PITKIN COMMUNITY'OEVELOPMENT ~E~A`I#`Y"1{IfE111~ P~R11A~T'i4*pP~L1~CATlOh PITKINCOUNTY^ C77YOFASPEPf^ `_. ,. ..~ .,. ,.,r 130 South Galena 970 / 920-5526 J7d % 920-b0~0 b / S 3 r~ ~/ r°~`r /~ Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line ' - , PE `~-'- Applicant to complete numbered spaces only RMIT NO. ~ JOB ADDRESS _. .,~~.. _.,< .:.... .. _,..._y,,. .~.~..._: ,.. ~~+ 1. /do G LEGAL DESCRIPTION 2. ~ OWNER MAIL ADDRESS ZIP PHONE OWNER'S AUTHORIZED AGENT MAIL ADDRESS PHONE 4. ..... ...- :„ .. . x LICENSE NO ~ CONTRACTOR MAIL ADDRESS 5 , , ,: PHONE _~~...,.~,~~.~.,, . ,~ LICENSE NO ~ . ~ S~.cl6 l.~~ C ~ Ar20 4 . CT OR ENGINEER OF RECORD MAIL ADDRESS ~~ ~ - PHONE LICENSE NO 9a,-r78d CLASSOF WORK 7 ENERGY CODE FEE USE TAX C US CODE G • ^ NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ .. USE OF BUILDING ^ SINGLE FAMILY ^ MULTI FAMILY $ PLAN CHECK FE E PERMIT FEE ZONI ' ^ COMMERCIAURESIDENITIAL ^ COMMERCIAL ^bTHER~ / C /~~ NG FEE VALUATION OF WORK IXISTING SD. FOOTAGE SQUARE FOOTAGE / J Q` 9 THIS PERMR Type of COnshuction Occupancy Group L t g . 10 o rey 11 . Is there food service in this building ^ ves ^ No .; siaa or egiiamg Raal Square F1J N¢. qr sigaee oqe. Loaa 12. Is LPG used? ^ ves ^ No 13 p l ID NO.OF BEDROOMS " Use Zane Fire Spinklers Re uiretl? ^Y . arce # call 920-5160 ExISTING ADDE q es D 14. n DBSCfIptIOD Of WOr1C Harm System Requiretl? ^Yes Y No. of Dwellin g Un is OFFSTREET PARKING SPAC ES '~ ~ ~ ~ ~ ./ V bSn PREBUBMITTAL gPPLICALON ACCEPF£D BV "~_ BV D T~ ~ Bid 1 J L ~ By DATE/ ~ /~ /', IR~rli3_I DATE nATf~ r I ~Y ULD NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING HEATING; VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIOMAUTHORIZED-15 NOT COMMENCED WITHIN t2MONTHS, ORIF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD bF 180 DAYS AT"ANYTIME AFTER WORKLS COMMENDED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KN04VTHE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOV- ERNMG THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECiFlEONEREIN OR NOT. THE GRANTING OF A PERMR"DOES~NOT PRESUMETO GIGEAUTHOkilTY`TOYIOLATE OR CANCEL THE PROVISIONS OF ANV OTHER STATE dR LOCAL" LAW'REG[1TATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION: IT IS MV'RESPONSLBILnY TO REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED THEREON AND SEE.THAT THE STFiOCTI1RF ANninP Pen IPM ro Pr.... a ..., ..:,.~ ..,_ ... THIS FORM IS A Energy Cotle Fee Plan Cq r.i C~C E IRO. HEALTH '. ENG E`RING ' L PARKS 1 I .,..,,e..,...,.,,..,.... I r---r ' PAYMENTOF PITKINCOUNTY°USE TAX I ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. I ^ DEPOSIT METHOD 5%OF25%OF THE PERMIT VALUATION PAID ~ AT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITH IN 00 DAYS OF SUBSTANTIAL COMPLETION OF ~ I WORK`AND/OR ISSUANCE OFTRE CERTIFICATE OF OCCUPANCY ^ EXEMPT: EXEMPT ORGANIZATION ^ RESALE: STATE&PITKINbOUNTRYRESALE NO. THEDEPOSITMEniOD WILL BE ASSUMEDUNLESS OTH~ER4Vl SE NOTEp_~ ANYONE WHO USES AND/OR CONSUMES'SUILDING MATERIALS AND FIkTtYREIS IN ~~~ PITKIN COUNTY IS SUBJECT TO THE.S%USE TAX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /ORTHEI CONTRACTOR'S PROPERTYWHEN USE TAX IS NOTPAID WORK;STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Zoning Fee GIS Fee ~~ Fee Use Tax Deposit Fee Other Fees r U~l ... ~'' ' ~' WHITE-FILE COPY CANARY-APPLICANT ~ -'~ . , _-~. ~..~~u.~ ASPEN ~ PITKIN COMMUNITY DEVELOaMENT DEPARTI171E`11IT'"P~~!'MI'9`~A~PLICATCOI~1 ~ ~ ' PITKIN COUNTY ~ CITY OF ASPEN ^ " ' ? 130 South Galena 970 / 920-5526 970 / 920-5090 ~oZ,g ~~,~ ,. Aspen, C0 81611 970 / 920-5532 Inspection Line 970 / 920-54481nspectiorilLine PERMIT N0. ~'' Caenaral Applicant to complete numbered spaces only _ Parm i+ ~ 1. ~ ~e LS k a~ ~~ _ c 2 LEGAL DESCRIPTION ~ l.i 7 CO ~.,, ~...,.~., .k. ~ :..-. ..- ~ : DE . > _ OWNER MAIL ADDRESS r-f"t3~ S~~vG / ZIP 3. ~2w ~a-l~+~ of L~ NE FD t a PePto f ' ~o ,OWNER S AUTHORIZED AGENT MAILADDRESS - PHONE LICENSE NO 4. ~N CONTRACTOR MAIL ADDRESS PHONE LICENSE NO 5. fE f MQ ,77 ,~ .. a r a - o'~ ARCHITECT OR ENGINEE 'OF RECORD MAIL AO RESS PHONE ~~ LICENSE NO CIASSOFWORK 7• ^ NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ ENERGV;CO EFEE' USE TAX CENSUS CODE GLS. FEE ~ n 2 ~ /1 r USE OF BUILDING ^ SINGLE FAMILY ^MULTl-FAMILY $ PIAN CHE KFEE G~ PERMIT FEE ZONING FE 'jy D • ^ COMMERCIAL/RESIDENTIAL ^ COMMERCIAL ^ OTHER ~ ~ ~M`yp ~-~- A S ~ ~ VALUATION OF WORK EXISTING SQ. FOOTAGE SQUARE FOOTAGE ~ ~ n 9. $ 10. , THIS PERMIT Type of ConstmMion Occupancy Group Lot Area flt r r 1 1. Is there food service in thistiuilding ^vesoNO _ _ R~ap~~lari~ otal ) Np.nfsmhds opp.LOad '', _ 12. Js LPG used? ^ ves ^ No z m Par 13 l ID# 1192 - NO.OF BEDROOMS' Use 2Dne Rlasp^nklprsRe ulredx ^r ^ . ce ca 0 5160 E%ISTING ADDED p ap No 14. DBSCfiptlOn Of WOfI( Alarm System Pequired9 ^Yes'.^No No. of Dwellin g Unlts OFFSTREET PARKING SPAC ES ©(- Covered Uncovered SPECIAL APPROVALS REQUIRED AUTHOR12E0 BY DATE ~- ZONING H.P.C. "_. -~ D ~ I-1'. I ~ ~-j ~ / \ PARK DEDICATION PREBUBMITfAL APPLICAT NACCEPTED P S HECNED APP EDF R SUANCE ENVIRO. HE4LTH '. \_nV~1~_~l ~ ENGINEERING BY BY BV gy PARKS ~~ i~// oo NATURAL RESOURCES DATE DATE DA~ f~/-~ ~ FIRE MARSHAL ' NOTICE _ SEPARATE PERMITS ARE REQUIRED FOR, ELECTRICAL,PLUMSING HEATINGVENTILAT7NG wArRTAP , OR AIR CONDITIONING. ASPEN CONSOL SAN DIST.' THIS P ERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED-1S` orHER .~ NOT COMMENCED WRHIN 1Z MONTHS, OR IFCONSTRUCTION OR WORK'IS'SUSPEN b'~ DE OR ABANDONEDFORA PERIOD OF 180 DAYS ATANV TIM@AFTER"GUORK`f5 COMMENCED I HEREBY CERTIFY THATI HAVEREAD AND EXAMINED THIS APPLICATIOON~~'KNO~'I'I1E PAYMENT OF PITKIN'CO~INTY USE TAX I I ~ C) SAME TO BE TRUE AND CORRECT ALL PROVISI'"OHS bF LAWS AND"ORDINANCES"GOY- . ^ MONTHLY OR QUARTERLY RETURNS VJILCBE SUBMITTED I ~~ ~"' ERNING THIS TYPE OF WORK WILL BE COMPLIED'WITH WHETHER SPECIFIED HEREW OR . NOT. THE GRANTING OF APERMIT DOES NO`fPRE5UMEY0 GNE Al1THORnY TOVIOLATE ' ^ DEPOSIT METHOD See/a OF 25% OF THE`P'ERMITVAL~U`ATTON'PAID ~ I OR CANCEL THE PROVISIONSOF ANY`OTHER STATE`OR LOCAL LAW REGULATING CON- AT ISSUANCE A FINAL R_EPOR70N TOTAL AChUAL`CQST MUST ` STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT15 MV RESPONSIBILrtYTO TIAL dOMPLETIONOF /r II REVIEW THE APPROVED PLANS AND ANVbOMMENYS THAT ARE CONTAINED THEREON- WORK AND OR SSUANCE-0 TFIE CEP TIFICA'TE OF OCCUPANCY AND SEE THAT THE STRU E AND/ dR PA OJ ECT IS BUILT IN COMPLIANCE WITH ALL P C ^ EXE P ICABLE DES ~ ~ ~ MPTi EXEMP70RGANIZA710N -G, D ~ ,~ ~ / ~`~ - / ^ RESALE"STATE"S PITKIN'COIJNTRY RESALE NCO ` I .~ .. ~ ~ . ~ VR~/ b ~ ~ --- ,,. s ATU oFCONTRAC . ® DA '! THE DEPOSITMETHOD WILL REASSUMED UNLESS OTHERWISE NOTED ~ ~/ ~ F f~~Y'-~J" ANYONE WHO USES AND/OR CONSUIG1E58UILDIIJO MATERIAL ~I X 1d ~ ' ME S AA D FI Tl ES 1N P/ PITKIN COUNTY IS SUBJECT TO THE 5%USE TAX. PROPERTY LIENS MAY BE PLACEOON THE OWNER'S D slcrvaruRE Or owNER pFOWNER euI~DERI - DATE ~~~~ ~~ AN /OR TF~E CONTRACTOR'S PROPE Y WH t I I RT EN USE TAXIS NOT PAIb r• Energy Code Fee I nla rwnrol IJ q HERMIT ONLY WHEN UALIDATEU -- - "" "' ` "` "" ~ ` '; ~ WORK STARTEDWITHOUT PERMIT WILL R`E'DOUBLE `FEE ~" ~ 'I" ' ` Plan Check Fee Zoning Fee GIS Fee Permit Fee Use Tax Deposit Fee Other Fees ~ ~ 3 ~ ~' -F I ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPAR7ME PITKIN COUNTY ~ CITY OF ASPEN ^ 130 South Galena 970 / 920-5526 970 / 920-5090 Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920 5448 Irispectiori L Applicant fo complete numbered spaces only oa~~/. ~cr~~. ~F~ ~Z ~ PERMIT NO. General Parmit 1 . I O©0 S aS N ~~ ~ BD 2 LEGAL DESCRIPTION CO fi't' ° ~ _ . DE OWNER MAIL ADDRESS ZIP PHONE y ~ OWNER'S AUTHORIZED AGENT MAIL ADDRESS 4 PHONE LICENSE NO FN . - ~br..~ MH CONTRALTO MAIA ppDgFB„~; -" "' " yl"1~ PHONE LICENSE NO ML` • iG°t 3 - SA3 ~-I- oo ARCHITE RENGINEER OF RECORD ~ MAIL ADDRESS 6 .PHONE LICENSE NO RF . CLASS OF WORK - - -- - - 7~ NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ ENERGY CODE FEE '- USE TAX CENSUS CODE G.I:S. FEE ...e USE OF BUILDING SINGLE FAMILY ^ MULTI FAMILY $ PLAN CHECKFEE PERMIT FEE O ING FEE ~ ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^-OTHER M1. . '. VAWATION OF WORK EXISTING SQ. FOOTAGE A ,~ RE FOOTAGE 9. G` ~ O^^ N ~ J 10. THIS PERMIT Type of Construction Occupancy Group Lot Area i :J a VO 11. s there food service in this building ^ VES ~ NO _.. ..,_ .:. sae or Bulimo (Totel9puaro Fgcl No. grsrores occ. Load . 12. IS LPG used? ~ VES ^ No I P 13 l NO.OF BEDROOMS .Use Zone Fire Sprinklers Re uired? V N I arce . ID# call 920 5160 ~ ® ©~ ExlsrwG ADpeo q o 14. ~eSCTIIJtIOD Of WOTk Alarm System Requiretl? ^Ves ^Nq No. of Dwellin g Units OFFSTREET PARKING SPAC ES .. ~; y nBo a Q{ ~~ G..4 Covered.. - Uncovered . ~~ ~~` SPECIAL APPROVALS REpUIREO AUTHORIZED BV DATE ZONING H.P C '~ ,.., . . , PARK DEDICATION ~ ", PBESUBMITTAL APPLIGA C PIED PLANS CHECKEp gppgOyEO RISBOANCE~ ENVIRO. HE4LTH '. I ENGINEERING ' BY DY BY PARKS ' DATE PATE ~ DATE 1_. PATE Pf/ NATURAL RESOURCES FIRE MARSHAL _-..- ~~~^'f ._ !-a "• - NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUM$'YNG HEATINO 'VENS°ILlA1'IPfG~` wnTER TAP C , OR AIR CONDITfONING.' ASPEN CONSOL SAN DIST. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIDN`AUTHORIZEb 1S" OTHER ' NOT COMMENCED WITHIN 12 MONTfiS OR IF CONSTRUCTION 6R WORK IS S ND C USPE ED OR ABANDONED FORA PERIOD OF 180 DAYS ATANVTIMEAFTER WORKIS COMMENCED ~ PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED'fH1S APPLIC~ON`AND KN'OWTHE ~ , SAME TO BE TRUE AND CORAECT ALL'PROVISIONS OF LAWS AND~ORDINANCES GOV ~ p ,I(AONTHLY OR QUARTERLY RETURNS WILL BE$UBMITTED ` / ~~ ~ ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHEfRER SPE`CTFIED'F1EFi~IN'OR ~ NOT. THE GRANTING OF A PERMIT DOES~NOT PRESUMETO GIVEAUTHORRYTO VIOLATE CyT DEPOSIT METHOD 5°h OF 25% OF THEP~RMIT VALUATION PAID r~ ~ 7 a ('~ `"~ OR CANCEL THE PROVISIONS OF ANY OTHEWSTA7E`OR LOCAL LAW REGULATING CON - F AT ISSUANCE A FlNALREPORT ON TOTAL ACTUAL COST fvfUST STRUCTION OR THE PERFORIv1ANCE OF CONSTRUCTION~`fY-iS~MY RESPONSIBILITY'TO BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVED PCANSAND ANV COMMENTS THAT ARE CONTAINED~7REREON _ WORK AND/ORISSUANCE OF THE CERTIFICATE OF'OCCUPANCY ~ ~~ ~"~ AND SEE THA STRUCTURE AND/OR PROJECT IS ~BUILTIN COMPLIANCE WrfH ALL APPLI ES ^ EXEMPT: EXEMPF ORGANIZATION _~ ^ RESALE: STATE 8 PLTKIN COUNTRYRESALE N0. ATDR F TRA (DATE, THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED ~ ~ ANYONE WHO USES AND/ OR CONSUMESBUILDING MATERIALS ANb FIXTUR ~S IN pgiNr NAME c PITKIN COUNTY IS SUBJECT TO TRE.S%UBETAX.~ - " ~ ~ I PRO TH Y ~ - NATURE Or owNER ryF OwNEq BUapERI (DATE) E CONTRACTOR S PROPE~R7YY~VHEN USE TAXES NOT PAIb 7 HIS FORM IS A PERMIT ONLY WHEN VACIDAT Energy C Fee Plan Check Fee Zoning Fea GIS Fee "Permit Fee WHITE-FILE Use Taz Deposit Fee - I 1 ~J J\V Y by N FROM CORL RIDGE PLBG & HTG FRX.NO SY979 984-2254 ~~-~-Jan~9 209'M P13 PLd,1MBING PERMI°I' APPLICATION. PITKIN COUNT`(^ C;OMMLJNI l-Y DEVELDf'IVIFN I DEPARTMENT CITY OF ASPEN ^ 970/920-5526 t30 S. Galena 970 / 920-5090 ~I 970 / 920-5532 Inspection Line Aspen, GO B? 6? t (~,~ 08, ~Qp~-; ~1M r .. .. :•:. JOB ADDRESS r_ !. A s~ _ ~i.,n ,~//1 ~A. I ,, ~Q/~/ Q~ ~~I •S r~`N.\~ I IIrv4 _ IVO'.~~"'`1'-~ .. PHONE OWNER MAIL AImRE$S LP r} ~~~ FF S o© ~ 1~.c ~' C. 5~~ zc Zal -Gn,aw~ QF-~dc, Wt I .S~ "" PHONE CIN LICCNSE NOT STATE LICENSE NQ. CONTRACTOR MAILADDRESS. Pv~~x (~.,, L2~d~~~f~.4 ~+7Lr Y3a~ ~ roc-, ~~c- 9~-~~°y~°~-. USe of BUILDING COMMC CIAL O RF.SIDGNTIAL. BUILDING PERMIT No. CLASS of woaro ~!(N6W ft ADDITION O ALTERATION O REPAIR Is there a restaurant In this bulldmg~ Yes r•J` No O Type of Fuel: Oil f.1 Natural Gas O LPG Wll.l, PENETPATIONSBEMADE INPIRE RESISTIVE CONSTRUO'110N?: YEB n NO ~ if yes: a plan review is required. I Descrihe work: NO. PERMIT FEES TYPE OF FIXTURE OR ITEM FEE Water Closet (Toilet), Bidet S Bathtub Lavatory (Waco Besin) Showor a, Klicnen Sink 8 DiSp. -J DishweSher ' Laundry Bar, Utility Sink; ClDthea Washer ' Floor Sink Floor Drain ' ' - ~ Waler Heater M/BTU ea, lA~ R 1 N SPECIAL CONDITIONS: - Gas Systems; A Outlets ' ~ Water PlPing &Trgtin9 Equip. / aner R2 S/,n E KED APPROVED FOR ISSUANCE: APPLICATION ACCEPLED: /nJ : PLANS CH C .-/y-~/-! Plan Review $ Isr. _ F OTICE ee $ Fixture N S PERMIT eE00MES NULL AND VOID If WORK OR CONSTRUCTION AUtRORIZE01$NOT Permit $ THI COMMENCED WrMIN 180 DAYS, ORIF CONSTRUCTION OP wORKIS SUSPENDED OR IFTHIS NVTIMGAFfER WORKS COMMENCED T SUBTOTAL $ . A ABANDONED FORA PERIODOF 180 DAYS A PERMITIS IS$VEOTOAPROPERTYWITHINTNEASPEN CONSOLIDATED.SANRATION DISTRICT Use Tax $ THE PROPERTY DwNER1S RESPONSIBLE FOR ADDRIONALGEWER USE FEES VE READ ANO EYJIMINED THIS APPLIOATION AND KNOW TLIE - TOTAL DUE $ I HEREBY R IFY THAT I HA SAME~OB T EANOCORREGT.ALLPROVI$IONSOFLAw$ANDDRDINANGESGIGVERNING THIS m p oRK ILL es coMPUED wmr WHETHER SPECIFIED HEREIN oR Nor THE GMNiI OF ERMI~ NOT PRFSUM~c TO GIVEAU7HORrrYITO Vl01~ODR A'NCEL TH6 P S O A Y IcER`Srt~ATE_`OR LJ'OGPt LAw REOULATI 30N UCTI rON OR THE P R R NC O CON Ru ON. ~~ I SELECTION OF METHOD FOR PAYMENT OF USE TAX Il MONTHLY OR QUARTERLY RE(URNS WILL BE SUBMITTED. ' I ID NOW suw.ru ECOrv~YACTCA OR 1ufr.RRlzeox;erv* InATFI '-"S ~ ~ ~jI A' I\ (~ PRINT NAme 17 DEPOSIT METHOD:'/,of1%OF THE MATERIALS VALUATION PA AT ISSUANCE. FINAL REPORT ON TOTAL AGTVAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF WORK. ' GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT ewuATUaE OP Owurn p~owNeA RUll.oaro I°nTq o.+~newmvi:icnvr:*n.,.wor-.,~-+•odwm io wmoran'/wrlor„•domoe~y.wLOn meam«>w proomly« rc:ao.,N mrotyurtn,.+.s•mm~an~«, oniupna et..enpcmrt.rNvaN awe arr~rem preµ,ny «reuenw o.,w by NCApp nm+M' rr=I~ orrtl"rwr ~ab~ me'~erw~m.,~on«romonm,d~vna:ucn orevvy :nor Imemal r .em Nvwl s n' I oreFCry ( =:wtm orm o-, meuolea pr we, rmom« enrve~rmpemur,crm.noWllrcxe=n~mllyooenrer .p•ern a.rarmamsm„y+nmwlmn,een umrwc: kamm~4o,mrmveRVanx,/umumeinp RCrmeumeaap~ rRU ~roUCpmnewores~secl^nt2sa~ vagtea•~~.+~adr..+nam.rri..mmmmdrnoream•avs.yreunm ter..,,oeveononnv an,meu,D Oermlr oranv ernmeow oraeupa,trya:vca wirx,oreerrolh. =vooero~«rmla•nre aerrno-a. AND REMIT TAX FOR ALL SUBCONTRACTORS THAT 00 NOT OBTAIN THEIR OWN PERMIT. MATERIALS VALUATION:- ' E%ETAPT: STATE&PITKIN COUNN RESALE NO. _.._ E%EMPT ORGANIZATION _, O Z C7 a Z m 2 Z m Z C 's PeFrort V8tIC12tIOlt '/z OT l %o Ua0 1pJC vePO~S tn`vTa~nuauvn - COPIES: WHITE-FILE COPY YELLOW-APPLICAtJT Y((/`/ /V,1^(N/rl//J~ ,f / ~~ I P',umbing/MCrh -nice; Perm r I being issuetl on the Condition that all items rcquPStxd are on the approved plans. A tle ration shall require a change crd=_r/removal at the applicant 5 expen,•e-AL.L PLUMBING AND MF..CHANICAL P[RMITS ARE REQUIRED 70 B,E O ,THE J~I~E~~ ELECTRICAL PERMIT APPLICATION ~ 3 PITKIN COUNTY ~ 970 / 920-5526 970 / 920-5532 Irispection Line COMMUNITY DEVELOPMENT LOEPARTfVIEN'Y`"- CITY OF ASPEN ^ ~ 130 Sotlth Galena' 970 7 920-5090 ~ Aspen, CO 81611' ` 970 / 920 5448 Inspection t e ~3 ~l.2cx~~ ~1~, .. .PERMIT NI('1 ~. _ .. ._: _v, _ ....,F.-... .,,: JOB ADDRESS (# AND STREEn - - -. ~ Sc~f'P"i> ~~N ~2H-.ucCf 6d0 c i rye G+2~rK i§Nc~l- 2t~, L ,_... .. OWNER PHONE. / ^' S O /~IYLGV G I~~~ ELECTRICAL CONTRACTOR "'" MAILING AOORESS ZIP PHONE COLO LIC #' ::: r ' < 2u f7tC~-S G- c-zi e?3'' '" l'• c, j3GGx'/2F~L f3iKAc i' t~ •lz- ~~~'C~ ~ 2- r BUILDING PERMIT#- OCCUPANCY'GROUP " - $ ELECTRICAL VALUATION SQUARE FOOTAGE of ~ `~ .3/G s'P.~ " a zz>~ o2g' USE OFBUILDING COMMERCIAL ^ RESIDENTIAL ® - CLASS OF WORK ^ ADDITION ^ ALTERATION ~ NEW ^ CONSTRUCTION SERVICE ^ OTHER v - I DESCRIBE WORK IN DETAIL (FOR ADDITIONS;ALTERATIONS, INDICATETVPE, NUMBER AND LOC7ITIOTdOF SOUF~2CEOF CIPCUITS': ~" , . . _-s . ~t. .. .., v OWNER/APPLICANT: Tfie undersigned applicant fo-personally "peiior`m electrical work on the ~descnbed property or residence hereby certifes as a condit~on of issuance of such permit, that the above described property or residehce is owned by the applicant: that the~applicant is not engaged in'the business of construction or remodeling: and such property is not intended for sale or resale nor is rt rental property (occupied or to be occupied by tenants, whether transient or permanenO .., -., : nor " , , will it be generally open to the public. It is understood tFiaf compliance'wdh these assurances is a condRlon of the issuance of an electrical permit to the applicant pur-' suant to the promswns of C R S Section 12 23-111 (2) (as amended), and that failure to comply herewith wll! be grourids for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or residence described. Applicant: Date: ~' ,.a.. _,,.... _,..»_ . v .. PAYMENT OF PITKIN COUNTY USE TAX ' - MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED usE Tar PERMIr FEE Y DOUBLE ~r~ DEPOSIT METHOD:'/. of 1°k OF MATERIALS VALUATION PAN NOW AT ISSUANCE A FINAY REPORT ON TOTAL ACTUAL MATERIALS COST MUSTBE FILED WITHIN 9tl~DAVS OF'SU9STAi`JT'IAL COMPCR'I'ION` ` " 'T' ~ ~ z3 \ J J OF WORK AND/OR ISSUANCE OF CERTIFICATEOF OCCUPANCY " ' ~ - AppROVED BV FIRE MARSHAL DATE - ~ MATERIALS VALUATION $ - EXEMPT. EXEMPT ORGANIZATION- RESALE: STATE AND PITKIN - -- ANYONE WHO USES AND/OR CONSUMES MATERIALS ANDFIk7URES IN PITKINCOUNTV1S~SUSJECT TO" "' APPROVED BV HPC DATE THE .S%USE TAX. tin:..,:. PROPERTY LIENS MAV SE PTACEOON THE bWNEFi'S AND/dRTRE COM`HXCi'dR'$ PR~P1~ V~ifYEN- -* ^ ~' THE USE TAX IS NOT PAID. NOTICE Far all work done under this permit, the pennittee aCdepts full respohsibtlity foY Compliance With BUILDING DEPARTMENT ACCEPTANCE the National Electnc Cotle, the City of Aspen ordinances, and all otheY county resolutions, city ordi- AppROV BY nances, state laws, whichever applies. Permit subject fo revocatior orsuspension?or Jlolation of DATE any laws governing same. An accepted final electrical Inspection shalltie obtained prior to using ~ 'l ~ the electrical system. A foal electrical inspection shall be requested within 48 Hours after Complet- ^~ CJ~ ing an electri installa~t'ioln. ^~ / 1 PERMIT VALNA7ION .:.. 1~~ / / _.._ 'I Z~~n~~_- ~ G ' D / ! / sIGNATUR ARPUCANT DATE ~ ~ ~ ATE ~3 3- -D d RECEIPT# .2.. I2 +~ TOTAL ~2~ S-2- G~i c.j~ p - $ J PRINT NAME ^y u ~~`'~ l WHITE-FILE COPY YELLOW-APPLICANT -_K.r . ."_ a.; <' N .~.,<.. ~. a ~ ^xh .:..:, ~, ,:.;. - v,xe~ ...`rA~-. ,r ""'` '~r'vur~.. tY, +.a~~ ,S ~~. ,,4s3(,. ELECT ICAL PERMIT AP~~L1 PITKIN COUNTY ~ COMMUNITY DEVELOPMENT DEPARTMENT 970 / 920-5526 130 South Galena " 970 / 920-5532 Inspection Line Aspen, CO 81611 ~ ~ 3 CITY OF ASPEN ^ 970 / 920-5090 97 ~~ ~ ~8 Inspectio~Lin~/~ PERMIT NO '~ O JOB ADDREBS (#AND STREET) t ~~ [ s~ ~ C~ ~ ~~,~~~ ;~ OWNER ~~~~ /`I ~ ~ PHONE l/_ !l Y ` ~ #:. ELECTPI~L CONTAACTOq YO~~S 2~~ HONE~~ /~~ _^//J~n ~/{-/$~/'~ c /~'/,(~ / 0O / ~ O R ~ NO 3 ~ ~ 'V / / CT E oC I ( l'V O L/ V" 7 m( ~ ~ ~ ~i ~NG~1~ ~ OCCUPANCY GROUP $ ELE RICAL^VALUATION ' SQUARE FOOTAGE ' 1 l l a b V USE OF BUILDING COMMERCIAL ^ RESIDENTIAL ' ~ CLASS OF WORK ^ ADDITION ^ ALTERATION ^ NEW CONSTRUCTION SERVICE ` ^ OTHER ~ DESCRIBE WORK IN DETAIL (FOR ADDITIONS, ALTERATIONS INDICATE TYPE,NUMBER AND LOCATION OF SOURCE OF CIRCUITS: 7~ r r OWNER/APPLICANT: The undersigned applicant to personally perform electrical work on the tlescnbed property or resltlence hereby certifies as a conditon of issuance of such permit, that the above described property or resltlence is owned by the applicant: that the applicant is not engaged m the business of construct on d li i remo or e ng: and such property is not intended for sale or resale, nor is it rental property (occupied or to be occupied by tenants, whether transient or permanent}, nor will it be generally open tothe public. It is understood that compliance with these assu an i i r ces s a cond tion of the issuanceof an electrical permit to the applicant pur- suant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and that failure to oomply herewith will be grounds for revocation of the electrical permitb~ any certificate of occupancy issued with respect to the ro t id p per y or res ence described. APPlicant: / Date (.~ ~ -~ PAYMENT OF PITKIN COUNTY USE TAX ~ USE TAX PERMIT FEE DOUBLE ONTHLV OR QUARTERLY RETURNS WILL BE SUBMITTED ' ^ DEPOSIT METHOD /. of 1°/ OF MATERIALS VALUATION PAID NOW AT ISSUANCE A FINAL REPORYON TOT ~ ~ ~ f. /~ AL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLEI70N- OF WORK AND/OR ISSUANCE OF CERTIFICATE OF OCCUPANCY . MATERIALS VALUATION $ _ APPROVED BY FIRE MARSHAL DATE EXEMPT: E%EMPT ORGANIYATION ~ ~ ^ I. RESALE: STATE AND PITKIN THE DEPOSIT METHOD WILL BE ASSUMED ULESS OTHERWISE NOTED ~~ ' . ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FIXTURES IN PITKIN COUNiY~IS SUBJECT TO " THE .S% USE TAX. APPROVED BV HPC PATE I PROPERTY LIENS MAV BE PLACED ON THEOWNER'SAND/OR THE CONTRACTOR'S PROPERTY WHEN THE USE TAX IS NOT PAID. NOTICE For all work done under this permit, the permittee accepts full responsibillTy for compliance with th N ti a BU EPARTMEN7ACCEPTANCE ' e a on l Electric Cotle, the City of Aspen ordinances, and all other couhTy resolutions, city b di- ' r nances, state laws, whichever applies. Permit subject to revocation or suspension for violation of App ~ D ev D E any laws governing same. An accepted final electrical inspection shall lie obtained prior to using the electrical system A final electrical ins e ti h ll ~ Q / '. . p c on s a be requested within 48 hours after complet- i ,(~j ng an ctriCal inst~~ 6 RMIT VALIDATIO ~1 v~ ~ SIGNA p DA pATE ,G/jp~E ~~/' /~ /// / DATE ECEIPT # TOTAL '~ ~. / / ~ \ 1"C ~7"a /~' PRINT NAME ~~ ~ IOT 2 ~ ~~ ~ ~ ~r 5~. ~ L l WHiTF~FII C!`nov ve„ .nn,... .... / z D m 2 O Z m z c W m MECHANICAL PERMiT APPL~C~-TION ~, ASPEN~PITKIN COMMUNITYDEVECOPMEtVTbEPARTMEIVl" ~ ', PITKIN COUNTY, CITY OF ASPEN ^ 130 S. Galena 970/920-5526 970 / 920-5090 , ~.~] Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PF~rxnnlT Mn~ Plumbing/Mechanical or removal at the appl IS BEING INSTALLEI JOB ADDRESS ~ ~ ~~~~~ `~ OWNER MAILADDRESS ZIP PHONE ~' ~~ OWNER'S REPRESEMATIVE MAILADDRESS ~ PHONE LICENSE NO MECHANICAL CONTRACTOR MAILADDRESS PHONE LICENSE NO: ~ ~ USEOF BUILDING GENERAL CONTRACTOR ~ BUI~N G PERMR f~ ~'\, ~n l~ t G O ~ .aL~-.~. v ~ a a / cuss of woRK: ~ NEW ^ ADDITION ^ ALTERATIONS ^ REPAIR Is there a restaurant in this building? Yes ^ No WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?i ' Q VE$ ~ NO t yeQ d plan reVIBW IS required. . _..... . , ., ..~ ...e = .. DESCRIBE WORK ~ ~ .., .. .. .; . ; ., . Type of Fuel: Oil ^ Natural Gas Q LPG Q PERMIT FEES No. TYPe of EQUipmeM ! Fee ) pp ~~ /l /Lrr~ r d li-ip Forced Air Systems-Gravity Systems-R.T.U. \ Wall, Suspended or Unit Heaters ~ Dryer Vent ~ Appliance Vent ~ ~"~--~ e2 Htg., ReFrig. Cooling Absorption Unit ~-$'. may. _ ADDITIONAL MECHANICAL PERMIT MAY BE REQUIRE ~~ Repair, Alteration oY Adtlition td Existing System Boilers (includes vent) B T.U AFUE% SPECIAL CONDITIONS: AiY Handling Unit- C.F.M. Evaporative Coolers r~/y11 Ventilation Fan ~' `iE1 Range Hood APPLICATION ACCEP ED: HP ~ PLANS CHECKED: APPROVED FOR ISSUANCE Gas "piping" av a 1! Gas Log or Appliance na r Date ev ar Other ^ 1 Ui1~ CA ~1l 777•••"` oate D Plan Review $ NOTICE FiMUre Fee $ THIS PERMITBECOMES NULLAND VOID IFWORKOR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 12 MONTHS OR IF CONSTRUCTION OR WORKIS Permit $ -' ` , SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ATSY'TIME/(FTER- WORK IS COMMENCED. SUBTOTAL $ '- Use Tax $ I HEREBY CERTIFY THATI HAVE READ AND EXAMINEDTHIS APPLICATION AND KNOWTHE SAMETO BETRUEANDCORRECT ALL PROVISIONS OFLAWSAND ORDINANCESGOVERN- TOTAL FEE $ INGTHIS TYPEOF WORKVJILLBE COMPLIED WRH WHETHER5PECIFlED HEREIN OR NOY. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVEAUTHORTTY YO VIOLATE OR PAYMENT OF PITKIN COUNTY USE TAX ~' CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- ~ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. STRU O R THE PER AN CE OF CONSTRUCTION '' ~yORM CffLL~~~OON ~ DEPOSI7METHOD.0.5%OF 25%OF THE PERMIT LABOR AND MATERIALS ~ ~ ~~ ~~ ~ ~ ~ ~ ~Uj r,eC~E~~/C `^-2~-~"1~~~J ~3~'] VALUATIONPAID AT ISSUANCE AFINAL REPORT ON TOTAL ACTUAL COST M<)ST t ~ T SIGN UREO coNTRACioR OR AUTHOdizED AGENT r ~AT~ BE FILED WITHIN 90 DAVS OF SUBSTAMALCOMPCLTION OF WOR7(AND/OR ~ /~ :~ , ~/J ( ~ ~ ~ ~ ISSUANCE OF THE CERTIRICATE OF ObbUPANCV VA~UA'fION"~ `~ ~ V/~C-V Li K G?GY /'~ I L° $ ~ EXEMPT: STATE & PITKIN COUMY RESALE NO ~ PRINT NAME ~ . EXEMPT ORGANIZATION ' ANYONE WHO USES AND/OR CONSUMES BDILDING MATERIALS AND FIXTURES IN PRKIN COUNTY IS SUBJECTTO THE 0.5%USETAX PROPEFlrY LIENS MAV BE PLACED ONTHE SIGNATURE OFOWNER pFOwNER BUILDEP) (pATc7.. ,. , ~. ~... w . ,.. ... OWNER'SAND/OR THECONTRACiORSPROFERYVYVJHENUSE~TAX-IS NBT PAID. o..~...:av r.~_.:__ ~~ °°°• -°••°°••~•• as /o use Tax Deposit Validation Is being Issued on the condition that all items requested are on the approved plans. Any tleviation shall require a change order/ expense. ALL PLUMBING AND MECHAMCAL PERMITS ARE KtEQUIRED TO BE ON THE JOB SITE. IF THE EQUIPIYTENT IN HISTORIC PROPERTY OR"WITF~IY~ AN HfS'T'ORfC DY~TRYCT,"1"°Olf N1UST~SUB7NYT P~Aty$ XIS/GR ECEVdTIIONS' ~' N"OF'THE~QUlP~AENf;~AS WELL%1S THE EXA'b7 DIIfd1tNSPONS OF THE'UNIT/'/'BJEIA'G fff$1`dLL~b. COPIES: WHITE-FILE COPY YELLOW-APPLICANT '~ "~'~ _ _ I ..MECHANICAL PERMIT APPLICATION e ASPEN~PITKIN COMMUNITYpEVELOPMENTDEPARTMENT PITKIN COUNTY CITY OF ASPEN ^ 130 S. Galena 970/920-5526 970 / 920-5090 C1''~2~ 2 ~~,h' /~ f c Aspen, CO 81611 970 / 920-5532 Inspection Line 970/ 920-5448 Inspection Line PERMIT NO. C JOB ADDRESS ~J r ' BOO ~~ /f~J ~ i GC/ fG/ OWNER MAIL ADDRESS ZIP PHONE ~. s s!N C' E.~ 90/ Gi11 a. G'Ac<~o.~/i/ ~/ /6- a.- ~ooXia OWNER'S REPRESENTATIVE MAIL ADDRESS ' PHONE LICENSE NO. MECHANICAL CONTRACTOR MAILADDRESS ' PHONE LICENSE NO. ~ ?E G.1Gt co. 3S !J .J ,~ . ~'',71i1c~ 9~03_.?.~~~ .~`~ 7 VSE OF BUILDING GENERAL CONTRACTOR - - BUILDING PERMIT NO. ~ CLASS OF WORK: NEW Q ADDITION Q ALTERATION ^ REPAIR .. Is there a restaurant in this building? Yes ^ No WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: ^ YES ~ NO If yes, a plan review is required. '. DescRleE WORK: ~'r ~' C~ ~~ Type of Fuel: Oil Q Natural Gas ^ LPG PERMIT FEES No. Type of Equipment Fee /~ C7 „f CG ./Jf L ~,.9L~CE ~ Forced Air Systems-Giavity Systems-B.T.U. Wall, Suspended or Unit Heaters Dryer Vent Appliance Vent Htg., Refrig., Coolirig, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAYBE REQUIRED - - '' RepaiY, Alteration OY AddltlOn t0 EXiSting System ' Boilers (includes vent) B.T.U. AFUE% SPECIAL CONDITIONS: Air Hantlling Unit- C.F.M. Evaporetive Coolers n Ventilation Fan ~ --~/ Range Hootl APPLIC ON ACCEP ~ HPC: PLANS CHECKED APPROVED FO Gas "piping" , : R ISSUANCE: ~~J Gas Log or Appliance ay Z sy ey s~ Other ome Derv _ Dale Plan Review $ NOTICE Fixture Fee $ THIS PERMITRECOMES NULLAND VOID IFWORKOR CONSTRUCTION AUTHOR2EB` IS NOT COMMENCED WITHIN 27 MONTHS OR 1F CONSTR "W ' Permit $ IQ , UCTION OR ORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180DAVS AT ANV TIME AFTER ' ' SUBTOTAL $ WORK IS COMMENCED: Use Tax $ IHEREBV CERTIFYTHATI HAVE READ AND EXAMINEDTHIS APPLICATION AND KNOW THE SAMETO BETRUEANDCORRECT:ALL PROVISIONSOFLAWSANDORDINANbES GOVERN=~ TOTAL FEE $ INGTHISTVPEOF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN O~R NOT THE GRANTING OFA PERMIT DOES NOT PRESUME TO GIVE AUTHORINTO VIOL4TE OR CANCEL TH PROVISIONS OF ANV OTFIER STATE OR OCAL L4lN REGUL471NG CON ` STRUCTI RTHE PERFORM N OSTRU r 7 i- PAYMENT OF PITKIN COUNTY USE TAX ~MONTHLV OR QUARTERLY RETURNS WILL BE SUBMITTED. ~ DEPOSIT METHOD OS%OF 25%OF THE PERMIT LABOR AND MATERIALS ~ VALUATION PAID AT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL COST MU~T G NATU/JRE OF CONTRACTOR OR AUTHORIZED AGENT (DATEI _//LL/~~C/ ~ ,~G ~C/(~ BE FILED W ITHIN 90 DAYS OF SUBSTANTIAL OOMPL~TION OF WORK ANDIOR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY VALUATION ~ EXEMPT: STATE&PITKIN COUNN RESALE NO.' ~ PRINT NAME EXEMPT ORGANIZATION ' ANYONE WHO USES AND/OR CONSUMES BUILDINGMATERIALS AN6 FIXTURES 1N PITKIN COUNTY IS SUBJECTTO THE 0.5%USE7AX. PROPERTY LIENSMAVBE PLACED ON THEE SIGNATURE OFOwNFR pFOWNER BUILDER) IoA~,... OWNER'SAND/OR THE CONTRACTOR'S PROPERTY WHEN USE TAXISNOT PAID. Permd Valfdation 0.5% Use Tax Deposit Validation ~lumbing/Mechanical Permit is being issued on the bbndltlon that all items requested are on the approved plans. Any deviation shall require a change ordr or removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE: IF THE EQUIPMEt• IS BEING INSTALLED bN~AN HISTORIO PROhERTV OR"N"IITT3Y~t AN Yi7Sh''f~RIC DISYRfCY'Yb0" f~l[~'I`~SYSBIYLIY`~PLAI~IS~AND/OR ELEVATIiOT INDICATING THE LOCATION OF THE"EQUIPMENT; A$ WELY~IC§'THE'~X~(C'T "G'IIVI~t~SI`iSNS OFTNE'UNIT SfN~Sy(fALLED: ' COPIES WHITE FILE COPY YELLOW-APPLICANT ~ ~ ~~ ' a-~?v~~n~. ~ MECHANICAL PERMIT APPLICATION '-"~ Plumbing/Mechanical or removal at the appl IS BEING INSTALLE[ INDICATING THE LO~ . _...... ... P Y p is being Issued on the condition that all itemsrequested areon the approved ae s. An devia4on shall Baiureachanae o~n COPIES: WHITE-FILE COPY ASPEN*PITKI\N CJOMMUNITY DEVELOPMENT DEPARTMENT !~ PITKIN COUNTY CITY OF ASPEN ^ 130 S. Galena 970/920-552 -` 970 / 920-5090 d ~~ ~ Z~~. ~~~ Aspen, CO 81611 970 / 920-5532 Inspection Line ' 970 / 920-54461nspection Line PERMIT NO. ~ .....,.. .,` JOB ADDRESS ~~tZ-'~.S ~~ Yom, ~ a„`C ~ r~~~ _ ,. ~ OW'jN~pE~R /~1 (~.(/~~ MAILADDRESS ZIP PHONE " .. ,. ~ ... ,... ,..: ~•. a na o .. ; OWNER'S REPRESENTATIVE MAILADDRESS PHONE LICENSE NO ~ . //77M~~EC~~HANICA//9L9 CONTRACTOR y~-r•~ MAILADDRESS '/ I~ / PHONE CENSE NO tX ,d `~ ( L K ~ ~L ~ , . ... ,~ . . / C . (71~ /~G NCI,c3 fi T~G UJ Rya -fey ~ I ~~ ~ USE OF BUILDING GENERAL CONTRACTOR I UILDI ~T NO. i CLASS OF WORK: ~I NEW ^ ADDITION ^ ALTERATION ^ REPAIR S there a restaurant in this building? Yes Q No ^ I WILL PENETRATIONS BEMADE IN FIRE RESISTIVE CONSTRUCTION~~"`" `°" "` ` "` "' "' i Q Yes, will require a plan review. ^' No "' "' ~ ~ --- Does this building require HPC review? Yes ^ No Q DESCRIBE WORK: ~_ /; tlD ` ~~ ~( f3 Y/ Type of Fuel: Oii ^ Natural Gas ^ LPG ^ '. PERMIT ' FEES No. Type of Equipment Fee ~~ ~' m ~~ --. Forced Air Systems~ravity Systems-B.T.U. ~)i ~~56 ~P?~ i''~;"~ Wall, Suspended or Unit Heaters " L7 ~~ (~ '~ 7j {~ 7L7 ~ Dryer Vent -mss ~-_~l ~A APPliarice Vent ' Hltg., Refrig., Cooling; Absorption Nnit ADDITIONAL MECHANICAL PERMRMAVBE REQUIRE ~ Repair, AltelatlOn or Additiob to Existing System '. Boilers (includes vent) B.T.U. AFUE% SPECIAL CONDITIONS Air Handling Unit- C.F. M. Evaporative Coolers (~ ~" ~ Ventilation Fan ~ ,. L J ~ ~ v "' - Range Hood ~ APPLICATION ACCEPTED: HPC: PLANS CHECKED: APPROVED ORISSUANCE Gas "piping" ev e : Gas Log or Appliance t Date y D t ey ey Other e e Data De Plan Review $ NOTICE Fixture Fee $ I THIS PERMITBECOMESNULLAND VOID IF WORKOR CONSTRUCTION AUTHbRIZED"`~ IS NOT COMMENCED VJRHIN 72 MONTHS OR IF CONSTRUCTION OR' NIO f ` Permit $ , RK S SUSPENDED OR ABANDONED FOR A PERIOD OF f80 DAYS AT'ANYTHE AFTER' WORK IS COMMENC . SUBTOTAL $ ~. ED ~ Use Tax $ IHEREBV CERTIFYTHATI HAVE READ AND EXAMINED THIS APPLICATION AND`KNOW THE~~~ SAMETO BETRUEANDCORRECi.ALLPROVISIONSOFLAWSANdORO'INANCES GO~/ERN "" I TOTAL FEE $ INGT IS TYPE OF WORK WILL BE COMPLIED WRH WHETHER SPEC@fEb HERPIATOR NOT ~' TH NTING OFA ' IT DOES NOT PRESUME TO GNE AUTRORYiYTO VIOLATE OR C L THE PROVISION F ANV OTHE A " ' ' /r I PAYMENT OF PITKIN COUNTY USE TAX MONTHLY OR OUARTERLV R R ST TE OR LOCAL LAW REGULATh7G CON- ENRNS WILL BE SUBMITTED LI S ORT E ~'NCE OF CONSTRjUCTION ~ DEPOSIT MEfHOD.05%OF 25%OF THE PERMR LABOR AND MATERIALS ~ d ' V VALUATION PAID AT ISSUANCE AFINAL REPORYOk TOTACACfUAL bOS7~MUS1T SIB qE OF CONTRACTOR OR AUTHOR2EO AGENT '' -' (nAT E) BE FILED WITHIN 90 DAVS OF$UBSTANTIAL COMPLETION OF WORK AND/OR ~.i J aSE~ ~ ~ ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. VALUATION ~" ~ C ~ N ~ ~ ~ EXEMPT: STATE & PITKIN COUNN RESALE N0 ~ PRINT NAME . EXEMPT ORGANIZATION '' ANYONE WHO USES ANb/OR CONSUMES BUYLbING AAATERIALS ANb~FORURES IN PIT((I~ ' ~' w- ~ N TH'E I S O OTO OP R NI ~ 1 ~ ' SIpNATURE OFOWNER (IFOW `ER'BURDf;R) "'" "" "°'""`°' "' (DATc~ OWNER' AND/OR THE CONTRA C R S P RIY VJ E H E TA% IS N0 T PAID. ~...._:a v_ u_.: _ _ ..~ l34 __ 0~~9 t Come ~ _ _ _. ~ 130 S. Galena St, 3 Floor Development Aspen, COa81611 ^` (970) 920-5 ( ) 526 Fax 970 920-5439 .. ~ _ , . ACCESS DRIVEWAY PERMIT # (i?7'~ -~S I~I~~Lt DEVELOPMENT PERMIT cHECx# 3 R z3 Permit Administrative Fee (no refunds) $500.00 Permit valid for one year unless otherwise specified ' " "` ` VALID~PERIVTYT~IVIU`S'I' ~~~KEPT ON'STTE AT EiL;L TIlVIE~ . ~~~ ~. ' ~~ Reid" structionson the reverse side before completing Applicant C Phone~~ /7~j(~ Fax ~-,~GC- ' Address C1sJGl (.City/s tetd /zip G~vl(C~E,¢ ~ ~ - ~~Fa, ~Lr^. ~-l_ Property wner's ame hone 2 - ?-.Fax ' T Property Owner's Address Z City/state/zp ~~ Legal descriptio~n of 'pr~operty to be accessed Z ` 2 Located on the =~T- Side of ounty Road # also known a~°~S-L/1'T~~/16,Road (provide a detailed map showing the location at legible scale).. Address of property to be accessed: ""` (PU n County sta will determine the address.) ~ P P,rty the arcellDnumbe be accessed 2~(2ri ?jam( Q!' oo ~p arce (Check owww.asoeny~an com or Call the~tkin County Assessbr's Office at 914=5160 for ' " ` p r.) Construction to begin on (Da e): 2( QS Is there existing access? Do other roads/easements abut groperly? ~O For residential access, typ /number dwelling units~/~~ ~~~/~~~~~- For commercial, number/sq:ft. of business ~---- Special Attention: Applicants must go through a full review process with the County Common Development Deparhnent for utility installation for areas with more than. a 30% slope. Included with this application shall be the following: nveway plan & profile ~"B'rainage plan w/County Rd. shown ~;-ebinpliance with Land use`approvals ~; Boazd of ~'djustment approval (if applicable) FG'Srp~ecific site or vicinity map ~ Access Easement Agreements (If applicable) ~ - .._ ._ ~~ ans must be stamped & signed by a civIl engineer ~ Written proof of a license or agreement to cross RTA property (if applicable) ' ~" Thistfotm is alpermitonlyrwhen val dated by Coup Pstafftworkstart~without aerms and conditions described within. '' 1 ~ A ^ ^^ permtt wtll be charged double the fee. ~, NAME: Staff comments^ _ APPROVED: _ Pitkin Cou C... ,` DA . ~ ~ ~ » ,: TE: Z /U-4 ;! ,2 O~ ~~ i(~~f ~a~ ~ lg~ RECEIVED JAN 14 2Q05 1 bf 2 Pkldn Coutriy Buildirt0 Dept. ' ~uCList.rpt Inspection Check List _ pe: 10 1012/2007 8:37:31AM 'COUNTY OF PITKIN Inspection Line:920-5448 Pa,', Inspection Schedule for brianpa " ~ Scheduled for October 02, 2007 01412005.PRBK Type: 133 FINAL BUILDING INSPECTION. Time: 12:00 Notes: DESCRIPTION:#Stories ~ Garage:AttachecV~°~6etached Car ort Bedrooms 1~~ Full Bath P 3/4 Bathsfjf_1/2 Baths_ Kitchen~ACCESSORY UNIT:Living Kitchen Bath Bedroom Other.` Q F~eplace:Nlaker ~~l,TOC~ Gas P+-i Any L~ Tw>J `~ ~-oUCSZ~'~ C'1~i~ ~C(%Yl-e,IS3 _,( aRk~ `F~YL~ PlT C~t1'~~ t?~ Comments: ~'. - 'i 1 -Accepted 2 -Accepted as Noted _ 3 -Rejected 4 -Partial/Not Complete __ Reinspection ee $ ', 1001 SOPRIS MOUNTAIN I Contractor: WOODSTONE INC l~f ~?-~~ ~: -~zeit'~- Owner: CHEFF ~aae: 10 w ~. ..:;. _ ~ Page:2~~ InspCList.rpt Inspection Check List '10/2/2007 8:37i31AM COUNTY OF PITKIN Inspection Line:920-5448 -~ ~, x Inspection Schedule for brianpa Scheduled for October' 6~;'1b07 Permit# 0008.2007. PPLM Type: 441 FINAL PLUMBING Time: 12:00 Notes: 1 -Accepted 2 -Accepted as Noted _ 3 -Rejected 4 -Partial/Not Complete Reinspectio ee $ ~V j/~/ `~~'V// ontact Name: 1001 SOPRIS MOUNTAINI Contractor: COAL RIDGE PLUMBING ~ Owner: ~I~ CHEFF Pape:2 inspCList.rpt 10/2/2007 8:37:31AM Permit# 0023.2007.PMEC Type: 428 Notes: ...: Inspection Check List (Page: 5 COUNTY OF PITKIN Inspection Line:920-5448 i Inspection Schedule for bnanpa Scheduled for October 02 2007 FINAL MECHANICAL Time: 12:00 1 -Accepted 2 -Accepted as Noted _ 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ 1001 SOPRIS MOUNTAIN I ' ' Contractor: WESTERN REFRIG. & HEF Owner: l_b n CHEFF Page: 5 InspCList.rpt 9/18/2007 8:26:47AM .~ Inspection Check List Page: 22 COUNTY OF PITKIN Inspection Line:920-5448 Inspection Schedule for tomp ' Scheduled for September 18, 2007 ! Permit# 0039.2007.PELE Type: 226 FINAL ELECTRICAL Time: 12:00 Notes: Please call 1/2 hr ahead he will meet you there. If you can't get Wade you can call Oran 948 9816.' pp I guessed at this name it was cutting out. ' ~Plt~l~d~r ~ m~v ~`/~~ 1 -Accepted 2 -Accepted as Noted 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ ! ~~e D7 1001 SOPRIS MOUNTAIN I Contractor: CRAWFORD BROTHERS E Owner: CHEFF Page: 22 / _,. West Slope Testing & Inspection 3177 Glendarn Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Report #2 Page 1 of 1, Project: Cheff Residence Address: 1001 Sopris Mountain Ranch Rd. Pitkin County, CO Building Permit No.: 0141.2005.PRBK General Contractor: Wood Stone Inc. Contractor that Performed Work: Myers & Company Inspection of shop fabrication or field work at job site Field Report. Reviewed some photographs of the items that had been repaired as noted on report # 1. Visually inspected the field welding at two column to beam bearing type connections roof level. Visually inspected most of the high strength bolting at the steel connections roof level (note a few of the connections were covered with wood framing & could not be inspected). To the best of my knowledge this completes the special inspections of the structural field welding & high strength bolting as outlined in reports 1 & 2. To the best of my knowledge the structural field welding & high strength bolting inspected as outlined in reports 1 & 2 met the quality requirements of the 2003 IBC, AWS D1.1 Structural Welding Code, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young ~ Bois: ~ ~ i e.n. x ~. Z ,. P './Y M """"tnspCList.rpt Inspection Check List 10/2/2007 8`37:31AM COUNTY OF PITKIN Inspection Line:920-5448 Page: 14 Inspection Schedule for brianpa Permit# Scheduled for October 02,`2007 0255.2007.PMEC _ _ Type: 428 FINAL MECHANICAL Time: 12:00 Notes: 1 -Accepted 2 -Accepted as Noted _ 3 -Rejected 4 -Partial/Not Complete Reinspectio Fee $ ~~f~~~,~ r~~6; Haaress Contact Name: 1001 SOPRIS MOUNTAIN 1 Contractor: COAL RIDGE PLUMBING F Owner: CHEFF legal Status ^ Pre-1978 Legally Created, Not Merged Parcel or Subdivision Lot ', ^ Post-1978 35 acre Roaring Fork or UGB parcel ', ^ 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 Exemption from Competition 5750 Exemption ^ Agricultural Building ' ^ 1000 sq. ft. Addition ~c TDR ', ^ Remodel ^ Historic Preservation ', ^ Replacement ^ AHZone Distr.cts ^ Category 1-4 Not In AH Zone (Density Bonus only) ^ R.O. ^ CDU (Density Bonus only) ^ Large Lot (500 ac. & RS16q) ', Existing Flaor Area ,~+ r/sq. ft. ;- ?reposed Flqqr Area ,2 7 sq. ft. Resultant Floor Area ~~ sq. ft. i Exempt Ag Floor Area _~sq. ft. Exempt Sub-grade cr Garage Floor Area _Q_sq. ft. ', m pf Units Approved by Permit I Arrcunt of 5750 Exemption Used by All Development on Property sq. ft ', Amount of 1000 sq. ft. Exemption Used by Permit sq. ft. Total Floor Area Exempt by TDR(s) ZJ~~ sq, ft. Floor Area Exempted by TDR Used by Permit "~ 3~1 Q sq. ft, G~ TDR Certifcate ~ (~'"~4~"' ~Z-~5~ r G~ S Approval k Additlcnal -~gor Area II Allocated for A' onal Floor Area Used sq ft. Floor Area for New Develop ept ~ Allocated Floor Area Allocation for New,Devel`\1opment Used sq f? ~. ~~ ~.~-i,uJ ~,Iec.~ CC~~~~ - Qvlo~es vet - C1 .Ca,r~ofiaco~_ _ lrrw wa~-r~~9~~n- ', ~S ~~ Ho-23 aoo3 Df~' ~Iew~ ~° 7 ~ ~ ~ lie ,9.-~~'v..,,~-off, - ~d rn ~~.~ Deg ~ ~ ~ Do ~f - o~,~..cle_d ~ (e(cj 2Mw~e.~.~e., ~ Aecess nwe~.L( w h oaf ,ca ~ and ~ev, oto~c ? - a(~~.~,~.e.~Ra Uit sv ~cu 6._0,x- o~,.A a~Cal ` (~a.4•.eef s ~ lea cfc ~0 ~ -' ~~ H~w~-e C~ 2 3 k~ off ~S' ~3~ ~; a v~ ~ THIS RECEIPT EVIDENCES SURRENDER OF THE FOLLOWING TDR CERTIFICATE(S) FOR ~,,- ,. DEVELOPMENT IN PITKIN COUNTY. TDR Certificate No(s). ~ ~--~g~f~~~~ V y Receiver Site Address Receiver Site Parcel I] Receiver Site Owner: Building Permit ~: C TDR(S) TO BE UTILIi.~~ ...... ^ New development right ~ Please note how many TDRs are beingYedeemed for this purpose ( ) Additional floor area up to 15,000 square feet.. ~ Please note how many TDRs are being redeemed for this purpose ( ) ^ Additional floor area in excess of,15,000 square feet Please note how many TDRs are being redeemed for this purpose ( ) TOTAL FLOOR AREA: ~ Q ~ `~ LAND USE APPROVALS: Approval for use of TDR certificate(s) subject to Resolution/Determination No. ~?~ - ~ D 3 (required for all new development rights and additional floor area for pfe-1978 parcels) ^ No approval required for additional floor'area up to 15,000 square feet within a BOCC approved subdivision. ' Acknowledgement of Receipt of TDR Certificate(s) ', ,/ ~F~--L~.o`~ ~ I C mmunity Develop ent Department ', DATE: IOI(~IO~ ', - .. , w. -,.~.. > "_.a~- . -._„- '_527 IJOLVERINE BLDG I, ~ ty{{ 1 1( 616 949 6.11 P,G~2 ` J Cl:,~~ ..:. ..: ~ (I~II~ ~~~~ ~~~~ ~~ ~~~I~ ~~~~~~~t ~~~~~ ~~~ 1'~1 ,.P /~3 2@~4 '~a~84F~.. ~ ~9 Py ..... O~ ( rt a 00 D 8.00 6D ~7 :pSi2ATIVE DETERMINATION O~ THE COMMUNITY DEVELOPMENT D1REC tOR Ct;~ ~ . , ~ .. -_...U. ~ ~ ,~, ~ ~-„-,. ~.. w .. ~ -.~ a..... "'i4N COllN7Y;"COLORADO, APPROVING THE CHEFF MINOR AMENDMENT'i"(] A OPAAENT PERMlT (LO? 29, SOPRIS MOUN?AIN RANCH) DEVEL peferrnination No. ~ 2004 ~ _.. •°: l: ~ ~ ~- RECITALS ,,. _ ~ Stanley W. Cheff (`Applicant) has applied to the Community beveiopment 1?irector of 'tk~r, County,(`Director"), pursuant to Section 3-200-0$O.aFfhe Pitkin County Land Use Code ("Land Use Code"), to amend the building envelope forhis lot and to establish a second development envelope for construction activity and grading on the property. r.. The property is zoned RS-30 PU0 and contains 35,72 acres. "i ne property is Lot 29 of $opris Mountain Ranckt and, is more. specificatly described on e=xhibit A hereto. :-:e property was granted 1041 Environmental Hazard Review and General Submission c-cval under BOCC Resolution tJo. 95-120 (Reception No. 383829). The build ng ~' oQ was established in the 1041 Nazard Review Plat recorded at Sook 43, Rage fs~?. ;. 'vnt received Special Review approval and a GMQS exempUott_for a TDR receiver ', re in order to utilize one TDR for add'Rianat floorarea ti~der,HO Determination Nn 23- i 2003 (Reception No. 485955). Statutory vested rights were granted through July 15, 2006. The Director finds that the request is consistent with the requirements of the.Land Use Code. ' ~:.:? •~ =t7 by the Director, sub}ect to the following conditions: "'ne Appiicznt shall adhere to all materia6 representations made during fhe application ::rocess. The Applicant shalt comply with all applicable provisions of i3t7CC Resolution No, '35-120 and HO Determination Na 23-2003, unless otherwise replaced or amended by the conditions of this approval .. , i"Its Applicant shall prepare an amended 1041 Hazard Review Site Plan for Lpt ?9, ~~ opris Mountain Ranch, in accordance with Land Use Code Section 5-70-040, which - ~" .'apici the amended building envelope and the. new development envelope, The ', = ~n shall be submitted to the Community Development Department for approvaE ar:~ 'i .c < " gig, prior to submission of any fiuture building permit applications. i a. With respect to the amended building envelope; the anginal building envelops shall be extended to the southwest in the manner depicted on the. draft site piar: ', (rev. 1 /8/04) previously submitted by Applicant for review, and the northeast i section of the original building envelope shall be abandon>d, in the manner depicted on the draft site plan originally Submitted by Applicant with his application.. The amended building envelope shall not intru ~ '° c i AUG 1 6 2005 PITKIN COUNTY ~ ° BUILDING DEpkRTMEN7 .. ..~..... ~,.. ,_,~~, ._..,."ti:. ,azs~: , +m„v o ~ ~~~~ n c. ci,~~y c Cornmiln -G3 i~~ ~ S 4 ~ °~ ~ .. ~ ~ ~ 6 949 6111 P. 04 ` ~` „ ~ ~~ WOLVERINE BLDG n ~ 61 ~q . .". u .. ^~'~~ ~ ~ , '~ ~* ~ 04.04? x~gs~*t,~~af+~`~'~-~ wr~~ ~~sIIVIa pPVf9 PITKIN COUNTY p R Y \..^»a~' g."", ,*.,,x"'~ a*raa crA~atr x ,~ ,~~, w .~- m t x ~ ~° :. t fi ~. ~, ~ ~ ~~ - .~ - rn '~z¢ s,. Pursuant fo BOCC Resolution No."95 120 dogs are prohibited on the pr~~perty. 3 has spec~calty mdudes-any dogs of members of construction crews. ' e~~.~ ~ ~ o •u ~ > ` `~i'~*`Ta z u ` ~ . _ ,. ,n~ ~~ ~~ by the Qirecfor this rya day of ~w~.~•.a. , 2004• ~. ~~~+~ r , s .u ~ ~ v ';' ~ , `£ ~ ~ ~ s ,>:, > , ,,,..:., ievelopment Director ,, .. ~.,~~.= ;~u~ •. _' ._ ,... _ a ~. -~ - 1070fl6 '~ -~~-tt: Ex31ibR A ,- ~~. ~~ °1~L V81A DRVISBB P-49~I T~IN3COUNTVQCLE'RK~&RECORDER - ~C ~ ~ ~ ~ ~~-"'" ~~°" °' ,. ~ -° ~ RESOLIITION OF TSE BOARD OF COIINTY COMMISS20NERSOF PITHIN ~ COIINTY~ COLORADO, GRANTZN6 ..1041 ENVIRONMENTAL HAZARD REVIEW AND GENERAL SIIBMISSION APPROVAL FOR 1`HEWACHTELPROPERTY ~' .. KNOWN AS LOT 29 OF THE S.OPRIS MOIINTAIN.RANCHSIIBDIVISION ~. Resolution No. 95-~ RECITALS i. Ann Wachtel (hereafter "Applicant") has requested that the Board - ', of County Commissioners of Pit)cin County (hereafter "Commission") '. grant 1041 Environmental Hazard Review. and .General Submission ~~ approval to allow .the construction oP..a single-family residence on ~'i the Wachtel property known as Lot 29 of the Sopris Mountain Ranch ', Subdivision. '~ 2. The subject property is approximately 35 acres in size and is ', accessed off of West Sopris Creek Road via the existing private ', subdivision road. '. 3. The Plan»ing and Zoning Commission reviewed. the applicant's '', request at a regularly scheduledpublic meeting on January 3, 1995 ', and found the proposal to comply with the applicable sections of ''~ the Pithin County Land Use Code. The Planning and Zoning Commission '. recommends approval of the requested 1041 Environmental Hazard ~~, Reviewand GeneralSUbmission with conditions. '' 4. The Board of County commissioners consideredthe Applicant's '.. request for 1041 Environmental Hazard Review and General Submission ' I at public hearings on May 10, and June 28, 1995, at which time '.. evidence and testimony"was heard from the Applicant and the public. '. The Board found the Applicant's request tobe consistent with the !.. applicable sections of the PitXin County Land Use Code. '. Exhibit '~A" CIV AUG y 6 2005 PITKIN COUNTY ~ BUILDING DEPARTMENT i ~,., 4 i '8:7829 8-788 G-492 07/31/95 10;40A FG 2 OF 7 ~~~, Resolution No. 95-~ Page 2 NOW, THEREFORE, SE IT°RESOLVED by the Boardthat it does hereby approve the requestedlo4lEnvironmental Hazard Review and General Submissionsubject to the following conditions: I 1. The Applicant shall adhere to all material representations ' made in the application and in the public meetings. ', 2• Prior to-.-building `permit application, the Applicant shall ~~~ record a 24 x 36 inch mylar 1041 Hazard Review Site Plan which meets the approval ofthe planning office and County Attorney. I, a• The following 1041 Hazard Review Warning and Disclaimer shall be noted on the Plat: "The provisions ofthese regulations do not in any way assure or imply that areas outside of designated hazard areas will be free from hazards, or that ' approved mitigation measures will guarantee the safety o£ any property." b. The building envelope shallbe relocated 10o feet ~I to theeast as recommended by the Colorado Division ~' of Wildlife. I c. The Site PSan shall identify all areas oP slopes greater than 30 .percent within the building envelope, and shall include a note stating that areas `o£sTopes greater than 30 percent shall not ' be disturbed. 3- The Applicant shall obtain an access permit £rom the County ~~~ Engineer, prior to issuance of a building-permit. 4• Outside illumination shall comply with County lighting standards in effect at the time of building permit issuance. ' 5. The Applicant shall comply with the recommendations of the DOW ~~ as follows: ~' a. The buildingenvelope shall be relocated i0o feet to the ~' east of the westend point of theexisting driveway in order to preserve the riparian corridor. b. All garbage be Kept in bear proof containers. ~' c• Maintain native vegetation outside of the building envelope. '. d• Any fencing around building envelope be 42", 4 strand or ~~ less, with a Rickspace between the top two strands. Rail '. ~'~ 3838^c9' H-788 G-4931I~~--07/3i/95 10c4QQ GG 3 OF.7 Resolution No. 95-i~O Page 3 ,~~°\~ w ~na3 b~j a3. N~~ • fencing be the round rail type, 48" 3 rail or less with at least l8" between two of the rails. e. All horses be confined to lower common pastures~ofthe __ Ranch. f. Dogs shall be prohibited on this site due to the proximity of elk production areas on the Ranch and critical winter range on the Crown:. wildfire mitigation shall be as follows.: Location: a. The building envelope shall not be located in draws, canyons or on slopes greater than 30$. ge£ensible snace• b. The area around the structure shall incorporate landscaping with wildfire defensiblespace considerations as £ollows• NOTE: Actual vegetation manipulation to meet these conditions .may not be necessary where the natural vegetation patterns have already fulfilled these conditions. 1) Brush, debris, and non-ornamental vegetation shall be removed within a minimum 10 foot perimeter around the structure. .... .. 2) Vegetation shallbe reduced to break up the vertical and horizontal continuity o£ the fuels a minimum of a 30 foot perimeter around a structure built on flat ground. (For greater slopes'raf.~CSFS`Safety2one chart. Page 13, Wildfire Guidelines For Rural Homeowners). 3) Spacing between clumps of brush and vegetation within the 30 foot perimeters shall be a minimum of two times the .height of the Pue1.Maximum diameter of theclumps shall be two times the height o£ the fuel. All measurements shall be fromtheedges of the crowns o£ the fuel.. 4) All branches from trees and brush within the 30 foot perimeter shall be prunedtoa height oflo feet above the ground and removal of ladder, fuels from around trees and brush. 5) Tree crown separation within the 30 foot perimeters shall have a minimum o£ 10 feet between the edges Et,Bc`9 P-78$ F~-494 07/31 /95 10:40A PG 4 Resolution No. 95-~Q Page 4 S Q~~~~a k ~,~~~~ 203 WG II ~~,2~ ~~l OF 7 o£ the crowns. This does not apply to mature stands of Aspen treeswhere the above recommendation for removal of ladder fuels have been complied with. In areas oP aspen regeneration, the spacing guidelines shall befollowed. 6) All branches which extend over the roof eaves shall be trimmed and all branches within l5feet of the ~ chimneys shall be removed. ~, 7) The density of fuels within a 10o foot perimeter of '. the structures shall be reduced where natural ' reduction has not already occurred. '~ 8) All deadfall within the 100 foot perimeter shall be I removed. 9) The applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. Structural Design and Construction Reo'u irements: c. Roofing: 1j Roo£ construction shall be Class A, non-combustible (no wood shake/shingles)mater ial with ho £lat roofs. d. Vents: 1) Vents shall be screened with corrosive resistant wire mesh with mesh 1/b inch maximum. Maintenance: e. Roofs and gutters shall be kept clear o£ debris. f. Yards shall be kept clear of all litter, slash, and flammable debris. g. All flammable materialsshall be stored on a parallel contour a minimum of. l5:feet away from any structure. h. Weeds and grasses within the 10 £oot. perimeter shall be maintained to a height not~morethan6. inches. Miscellaneous: i. Firewood/wood. piles shall be. stacked on a parallel contour a minimum oP15 feet away fromthe structure. I .... r3~~i3829 P-788 G-495 @7/31/95 Y@:4@A GG J OF 7 ~ I~ Resalution No. 95-~d Page 5 ~ i Q. 7• Swimming pools shall be accessible to Fire Department QG vehicles. ,y`-`C~ ~ J\ ~o2k Fences shall be kept clear o£ brush and debris. ~~' '1 f`I ~~,QG3~~• /1. Wood fences shall not connect to the structure. ~' ~hQ ~ m. Any outbuildings oradditional structures shall adhere ~', ,` ~ to the same standards as structures. b~ 1" n. Fuel tanks shall be installed underground with an approved container. ~, i o. Propane tanks shall be installed according to NFPA 48 ~~ standards andon a contour away £rom the structure with ' standarddefensible space vegetation mitigation around any above-ground tank. Any woodenclosure around the tank shall be constructed with materialsapproved for 2 hour fire-resistive construction on the exterior side of ' the walls. ~p. At least one ten pound approved ABC class fire extinguisher shall beplaced in a visible and accessible ' location for each structure. '.. q- Addresses shall be clearly marked with 2 inch non- ~~ combustible lettersandshall be visible and installed ' on a non-combustiblepos£. i Access• '~. r_ Cul-de-Sac turn around pads shall have amin imumof a3o ~~' foot driveable surface inside turning radius. '. s. The driveways and access roadway shall enter the roadway '. at a ninety degree angle for the£irst 25 feet o£ the driveway. ', t. Access drives shall be built at a minimum to County '' driveway standards. '~. Water nn~ ~~~ u. when access to a public or private pressurized water ~~~ system is not available orif it is necessary to augment fire protection water systems, private ponds may be used if approved by Pitkin County and the local fire protection district. v. Any fire department recommendation for individual '. ~~~ 3~~8~9 8-788 P-49b N,7A/31/95 1@:4@q R66 OF 7 Resolution No. 95 L~ Page 6 structure water supply andstorage shall beaccessible to fire department vehicle from the exterior oP the structure through a Fire Department approved mechanism (such asa Pire hydrant). The amount o£storagecapacity shall be aminimum o£ 5000 gallon storage capacity per structure. w. Residential .structures located within areas identified '~1 as containing "d- Severe Hazard: Trees" or ^X - S evere Hazard: Brush" wildfire hazard shall be required to install in-house sprinkler systemsor£oam retardant systems which meet 'the standards of the local fire protection districtahdtheUhiform8uildingCOde. Utilitie x. Utility lines shall be buried within the driveway alignment. 7. Prior to issuance of a building permit, the Applicant shall provide documentation of an adequate domestic water supply. Quantity and qualityof saidsupply shall meet the approval of the Environmental Health Department. 8. The septic system designed for the site shall meet the approval of the Environmental Health Department. The Applicant shall obtain such approve lpror to the issuance of a building permit. 9. The Applicant shall obtain a£ireplace/woodstovepermit from Environmental HealthDepartmeht, prior to the issuance of a building permit. 10. No development, including disturbance of vegetation and grading, shall occur outside of the building envelope, other than that required forwildPiremitigatioh, construction of the access drive`and necessary utility extensions. 11. The building site shall be revegetated with native grasses to limit water consumption and. addtionalruho££, immediately following project completion. ^ 12. Landscaping and revegetation on the property shall utilize low iL1'/ water (xeriscaping) native plantmaterials and concepts. The timing of any sprinkler systems shall be decreased. for low water plants. A landscape plandepicting proposed landscaping and revegetation shall be submitted.. at buildhg permit application. Said plan shal lidentfy the proposed irrigation system and shallrequire approval by the Community Development Department prior to issuance of abuildingpermit. v ~ x'8,:829 ,.r >r B-788 P-497 @7/33/95 1@s 4@A PG 7 OF 7 ... i Resolution No. 95-~Q Page 7 13. Building foundations shall be reviewed and certified by a Colorado registered professional engineer. Foundation p lane sha h_be submittad'at building permit application. 14. The applicant shall adhere to .the criteria stipulated in Section 5-401.2(h) as EO11oWS: a. Cuts shall not be made into slopes steeper than thirty percent (30~). ..... ........ .. _.. _. _. ...... b. Cuts and fills, and grading and scraping shall be confined tothe minimum areaneeded £orconstruction. c. Steepness o£ cut and fill slopes shall be the maximum which wil l.insure stabiltyandstill allow revegetation. d. Use mulches or temporary cover on exposed soil areas and re-establishpermanent vegetation and install erosion control measures assoon,as:.possible. e. Incorporate natural drainage patterns into the developmentplan. ATTEST: APPROVED AND ADOPTED ON TAE 28th DAY OF SUNE, 1945. BOARD OF COUNTY COMMISSIONERS, PITKIN COUNTY, COLORADO SY~~//,JJJ~J~~~/f/.• Michae~ d. Chairman Date ~/~!~~~~ __~ry ~~~ e` . Jeary~~ee a one , Depility Cler7c nd. Recorder APPR~O,VED AS TO CO.N_T(EINT: suzan~ROnohan~ commu i y Devel meat Director vechu.11910i1Y, APPROVED AS TO FORM: ~' i c--G - John Ely, Coun orney '. ~ i r I ~ c This spreadsheet will calculate the Fee/Subsidy per Dwelling Unit 1' op, s oa e ~ °~ ~~ ~ ~._ - For Dwelling Units 9,000 FTz and Und er: E ersgp Ye footage of um£ 6ere ' = 70~ Square feet constructed per employee year 1,849 From Table 12 1,000 square feet per employee year 0.541 Above divided into 1, times 1,000 Construction Impact: 1,000 FTC per employee year 0.541 Times 1,000 square feet of unit 7 p ~ Equals employee years 3.80 Divided by 40 40 Equals Permanent Employees 0.095 Post Construction Impact: '; Locally Occupied Unit Equation intercept (A) -4.67138 From equation on page 19 Unit size coefficient (B) 0.000328 Employment = EXP(A + (B " FTC)) Enter FTC of Unit 7,028. Calculate Employee 0.094 Total Employees D.189 Times subside per employee $34,173 ~ Fee subsidy for the Unit $6,454 ome" . Equation intercept (A) -4.6714 From equation on page 19 Unit size coefficient (B) 0.000328 2nd Home Coefficient (C) 2.00514 Employment = EXP(A + (g ~ pT~) + C) _ Enter FTC of Unit , 7 028 Calculate Employee , 0:697 Total Employees p 792 Times subside per employee $34,173 eesu sr y or`flieUnit_`" ~~.~,..._ r. ~.., .. ~ ~~ ~ ~ ~,.~- ~~" ~ $27,064 All homes > 9000 sf: " '" i Per Square Foot $5.515. Enter FTZ ofUnit _ 9,001 =a Fee/subsidy for the Unit $49,641 Basalt & Ru "Protectil 10-17-os ral Fire Protection District ~ g Our Community-Since 1970" Jim Austin, Building Official Pitkin CountyBuilding Department ~~ 130 S. Galena Aspen, Colorado' 81611 ~ ` ` RE: Comments for Cheffsresidence 1001 Sopris Mountain Road Dear Jim, I have reviewed the permit application for the Cheffls residence as submitted by Doug Rager Architects: I made contact with Mr. Rager to discuss the sprinkler and outside tank requirements. i Mr. Rager had previously met with Bud Eyler and myself regarding the road design. I understand they have been issued the road permit from Pitkin County. Because of time of response for the fire department to this location the sprinkler system shall have a minimum supply of sprinkler demand times 20 minutes: The sprinkler design will be ~, designed to the NFPA ]3-D standard meeting the policies ofl3asalt & Rural Fire'Protection. District.. A sepazate storage tank having a minimum capacity of 5000 gallons is required to be within 100 feet of the home. Mr. Rager stated he will consult with the fire deparhnent on final design toward .the installation and location that meets fire department approval. ~,. ,...... ~, ,-.. .,_,w, 4 -~ If T can be of further assistance pl"ease feet free to cal l me. .; Sincerel , -. ~~~~ ~ ~~, -Bill Harding, Fire s CC: Scott Thompson, Fire Chief Jerry Peetz, Operations Director Bud; Eyler, County Engineer 1089 J W Drive, Carbondale, Co 81623 Phone:(970)704-0675•Fazi(970)704-0625 www:basalttire:org ,. ~ ~~ ~ 08/16!2005 10:00 '9709639395 KOLLAR ENGINEERS -., L FabrieaPioa exempt taspeotlonw Spaoisl inspecfions sae Aat raluired wlniece work ie done on Hio prem}ae of a fabncaWr registarad and approved to perfoan ouaah arork adthout Special iaspectian. 2, Approval of fabrioq~tor. A,ppmvaI sba7l be based upwz t'aview of the fabxiceta~/s vrri~n p~~~?ucal ^ud quality control manuals and pgriodic auditing ad fa6z;oetaoa praciioea by an approved spaaitl mapcc{iva aYaArcy. 3. CAAapiotion offabrisatioa, lJyon completion o££atnicxtioA, the approved ~brioeroF sbai7 submitoeati~cate of compliance so me lmydin$ official statiAg that Asa rovodc was perfozmed in aooorclance with the approved conahuction doc~wantS. Q Huild~ngAeparlmertResponsfbllmeq , 1. Approve sPeclUBpCCiion program T9e bn7dnq dapertment shall approve ap specjal ipspec~xS and special-inspection mquirementa. 2 Taforcespecialinspecpios,'Wosk~quiringsieo;ai,inapecdonnsdrlSapa~Ponnaareof spacial itbspcctors s7rall be morriWred by t}w build7ng fgspec6or. ):IisU~er appitavel, in addirion m shat of the specia]inspector, moat be obtvAed prior be placnuptlt of come, COVaCRig'A£atItlCtl~Ll Greet, or otberaitrailar materials. 3. ',~M6'W 3aepeafioa rapprts. ~h8 bUildln$ OtBO7n19lFONdm'viaw Special-lnapratioA pmgmas and Eros! reports. 4, Perforntgpalluppactfoa~ Thabuild7aga£iicialshwldperfoimrha.£'inaliDSpectionand ' a7?P~vel for a prgiect [18C Sac. ID9,9.1~ after the flaet apecial.;uapcctjon mporthesbeen reviawed sucl approves. ACKNaWLTDG14lENTS . I love mad cad agn+o to cocnpiy with tke oowadlrionS oFflfig ag[eement. Sp~al Inspncror ar Ittapectiaa Agency: ~'J Owner: >~;ea~Aadt~t: CrflesT' kdllitr Eh`~`^5 ~ BY~ ~~Qs-,..- naza' ~6-2~~~J CoAtuactor: 6 PAGE 01,/07 i .~p~--~4pprv~~ai Fabricator: l v'~ 8Y' Date: ACCEP?Eb 7?t71t THE 73UII,D7N'Q 7]7?pA12Tb~N'i' C EI '' l 'd 0961 'DA '~'~ _ Ilam:~l~fi 3 6 2005 PITKlN COUNTY ' 3 BUlLDlNG DEPkRThAENT I 1N3fNdo13n30 hIIN(Id~U03 wa55~1 5001 Ll'AtlW 12/15%2005 "14:53 9709274635~~ ~~KCSMITH~ PAGE~~04/06 ilec I4 05 04:49p Doug Young P•1. .. -..,. . PAGE 02/02.', A2/la/2885 1x:52 970927ds35 KC9MITH... 2 3. pioeed~sxal sad quality wtmot eiaasals ona 8atoac aaoaong ox 7mexlca[Wn pmuuw v,[ an sppxouad sp:cod ioapeedon ngesey: CompletQan of lhbrieatton.. Upon enmplattoa o£9tbY•asdoa, tixa a ed ibbdeatar alad{ 311DIltlt ~eato Of cotNpl}9ACE tD tbo bax7dao$ o2Se~sl S4sE'ut~ fat ®a WOI'k Waa pnxfoBmad is amordaoce w4b the aPA~"ad toESQtlOdoA docmtteata .. G. BtNdSnRAeFattmant.Rapopaia'litias 1. Apprew apeeialanapection p[egtam. '('ha 1ni1dleg depmtsaetrt chef] npptovo ~Ol apecial inepeetora'snd epauol-inapeefien xegdmaen~. 1. ffieTorceppcdolinap[setan, Wcy]cnq~oxinnepaculmgpeatioilandthabolfetimg iospoatotebaIImmitortheporfa®amaceo£speoal.9n'ipoocox4: NiaUirraPPwv'~7,'e addidos to thete£tt+eapoc7at isApeatex, anwt'be obtnaod prise to plaxasmat nt'oooeeete, ',.. tovariPRofs3vcltaslateet.oroW~Sinrilexra~eoats. 3. ltedSM~' taspection xepo[ta .'fie baildiag ofydal abwld tG~i¢ev. Speaiat iaapeedon peo~amod~al xepaasa. a - - - evioned"md appmvcdi' nc[tlvovtx,~nCtwEavi's Ihevo [oealand ace ro eomDlY aatb she conditions of wia s~eoamse ._ ben agency. S~aeialJnspee Sipe ~ P 'toad ~'amc ` Ae~: ~ (~P ``11'' I~ ft 1 _ _ ~o~ N~ ~ ~ -~~'~~._ W Oaear. S gnn ~ PdnasiName Da ~~ '~ _.... p.,oy,{llcatl A[abitcct: _... 3igmtu[o: _ ,.., _ YrinaedNatti~ ... . , -' ~ :. ~ 'r TMf°~ ___._.- Conttaator: S4p7aUtca Priaud Nunn Drteo ' : AppsoredFalxiestor. .... Siga~+rr f. _.. Ytiait®dNams ~ ... .. ~ .. .. . Aaao: ,. i I+~tycoredPabdwfns. Si{g~aoare' .:.. pzisttodNat~:. Dste: tkmwdNsme; ~tiei: (cisoteono) 9igaaoxc: C1TX OP ASPEN 3 ' 1N3Wd013~30 A1INIiVdViO~ Wd40~4 5001'6 'J30 E 'd SELb'ON ~ i !~ i ~~ '12/15/2005 14:53 9709274635 ~ KC3M~ITH ~~ ~~ PAGE ~ 6/06 .~ AFC~13-2905 1256 P.02i0? a. 3.. . saau auumtc.ceroaeato ox rompneae~me utu:amg o~nc~atsu~tmg:uraY•me•wa.~++~as pm[formed. tti a~r~xe witb, d+e a ved coatitmcACtE doo:mteitfe. G. 8ndd~g dRegrrtmmt $aponefb,7irr~s 1. A trove, .. ., eetfortptA~nea.'4'hebmld+pgdcpasaonmttshallapproveall apme10.1 iaepgA~ nd sp~cidl iatiS~ection mc~temcuta. ~. ' 3. l~,eeiew~.i'gspcMian•cgports. Tltiebatidisg ef'~eialehonl4zavffav,epecfal-iaspeeafon Prow wdfiaaC reports. ~ild9ng pexfamt t3te #Yqa . 4.. RetfOtp~iK ~~ 0i ~eedb~ 3Pa. 2093.3 .e~~'er$o 1~mal s tcbd-" 1 iDn aaa kpxp''a pm9 ~ I ] p »zspdrtitcarepattth~ee2n xC'i'1~vedtt4d sppFoded. Fraject~,~delraa L•na °,•,s-.,Ra:?odt ~mbee': ACCINODG1V~iVTS Y.have read and ~e to aemplyw3t9 the nopditions OfthiS 9q[oeaeme 9pacia1 Ycspeaiae.A.~eacy: 8igttamre; Prittred'NazA~ Date: ., ~~ Ownec; Sig+fflvssa Prlpted Nemx ~ Aat4 'i ~S+ta Ygpaturet PeintcdNatne: ' Dale: r~rl AxchiteM: S' i ^^ - ~ ~ ' 'C.Q~RA'®etOY: ~,~t~j46t1A'C: Pt16/If~~NRID17.:~./' .Data:.. AypravedFoUricator. Sgmswjte~~~~-~' --. ErFatedld4me; Anse: ' ~~ ~ ....~ Yr~s7iectLdFalulbatat: S4W~'t~re: Prin[ed.N9mla% Dato; (et~rope oae) 8ignaa+r• Ck1Y 0~ tiS$AV rszd~zn?' GbIIN'1'SP: PrlntalName: Aare: 3 J, ' TOTAL P~02 __ __-__. .-_~_.. _..._..-~___-._.. .,.....r Area Associatedwkh BuildingPermi[~ 7,137 sq ft (L'se UBC derirt l,~n mskle oFertuno~ua/isl. ii A. Houses over 5000 sq.ft. are required to have an on-site renewable energy system. Please select onebption below by placing an'X' in a box below or use REMP dption. ~~ Option 1i Ins4all Z kW PV(solar electric} system. : (also counts for E6 Prngram - 20 prs for 2kN/ ~Cpiion 2i Iristatl a 3 patie9 SHVIr (solar hot water) system. (Dcesno7 count for EB Program points) '- ~ Or use House3ize REMP Option: $0.00 IL Supplemental Energy REMP Option (Section 3112) ~ A. Exterior Energy Usage ', Applicatimt sq. ft. Effciercy Exterior Energy Use . Snowmen: 1,431 92 D% "53,545,$42 Btu ! yr. .:Spa: 85.0% ~- 0~-'Btu lyr ... Poo! (Summer Only): 85:0% ~: D , ~gtu / yt. Pool (All Year): 85.0%. ~~Btu / yr Exterior Energy Total. 53,545,842 Btu / yi B. Enter Proposed Energy and Stahdad Energy values from CaIre4Calcula[ions: Standard Energy: 44.12 kBtu ;'sq. ft. proposed Energy: 34.97 k8tu I sq. 3. Surplus Energy Credit: `85;257 B00 ~" Btu 7 yr ' C. 4uantity of Supplemental Energy Exterior Energy (A.) - Surylus Energy (B.) -Supplemental Energy -19;711,058 ' StuV yr. D. Supplemental Energy Sources On-site renewable energyor GSHP efficient systems can supply supplemental energy. Please check box associated with systems that will be installed and ill out appropriate sections on the Renewable Energy Sources 8 GSHP Certification worksheets. Supplemental Energy Sources Base System GSHP{Ground Source Heat Pmrip) ~SHW (SolarHOt Water) '. ~PV (Solar Electric`/ Supplemental Energy (Bt~ulyr)~ ~~ ~--0_~ Estimated REMP $O rJO. $0.06 " - - - i , ~ddd" -_ Supplemental Energy TolaS"~ ISL. Supplemental Energy REMP Option: $0;00 I lll. Total REMP Payment: Total REMP: $6.06. ' I Amount Pre-paid: ~-~ Pre ared b ~°° $ P Y~ Tatat REMP Duey: / $0.00 ~6 Company Name: Doug Rager-Architect P.C Signature:.~~~r ~ -f'"~~(~ y~ y Contact ptrone: 970-927-7780 Print name: ,. - Doug Rager A~C 7 2005 RENEWABLE ENERGY SOURCES (v.3.3) Nofe~ ~ nrs Supplemental r_nergy Area for full credit 000; sq. k. S'~W syste"' area does ~aot include (-teusa.Size REMP SHyV .. SHW Collector Area: 96.00 sq. Y. sgste~n ccllecic' a; ea Project Name: Cheff Residence 1. SHW Credit Calculafions (Section 311.4.1) A. Please enter the amount of Supplemental Energy that will be altocatetl for SHW. SHW Allocated Supp. Energy: -91,771,958 Btu/yr 8. SHW System Size Tor Supplemental Energy C. SHW Production Credit SITYV Production Credit` 72 s6o 0b0- Biulyr Total SHW Cred'R: 25920,000 ` Btulyr SHW RBMP Credit:, $ _ - (4,805,61) Thrs Credit is NoYAppiedt Ii. PV Credit Calculations (Section 311.4:2) A.. Please enter the amount of Supplemental Energy that will be allocated for PV. PV Allocated Supp. Enenjy: -?i X11,968 $tu''yr 6. PV System Siie System size for full credit -0 3$ ' kyV Note ff applicatita, the 6rsf ZkW counts Pqr fhe House-Size RE"AP thc~tiaiahce counts inwa-ds" TotafPV Installed: kW the Supplemental Eenergy REMP (rnciutlmg noose-size regmre en r applicable) C. PV Production Credk PV Production Credit ~~Bfu /yr :Total PV Credit C~Btu 1 yr PV REMP Credit: $ ' 4,805.61) Thts Cr?ttit Is Rot fipoFedl ' NOTE:PV fa' hoase-size REMP;(nof Supplemaritai Energy] counts frn E£licient 8iiliding Program ;x~ints 10 poi€tts per kMl Prepared by: Company Name: Doug Rager-Architect P.C. Signature: Contact phone: 970-927-1780 Print name Doug Rager CEP.TTFTCATE OF COM2LIFiNCE: Residdntial Page i CE-l.R 2rojacc Ti L1G: c:l~,b LL Rcsli..tciic.e ftuir: 309 22-INar-0"1 P.r.ojea Address: 1001 Sopris Mountain Ranch. R.d.. -'-ChefiRe~idence Su.i.ldi,ng Title: Chef Residence Building ?ermit Document Author; Jim Maulk;ard'c Telephone: 9iG-927-178G Pi an ChecY.. J Dace Compliance iNethod: CALRES;AP 1,33.19 Field Chr-=cK ! Date G.1,a.matc Zorc: 15 ~ '. ---------- -----°=--~1 fit:NN:HAL INE"URw1AT20N Conditiona_d Floor. F,.rea: 7393 ft2 ' Building Type: sFD Single Family detached Building Frort Orientation: 55 deg -(North.) AtomhF+r- nn f. tlwr.l.ii.n~ Llnit¢•. 1.010 _. Floor Conatructioti Type. Raised filoar BGILDI NG SHELL IiTS VLF~S'YGfY Ccmponent Tnsul Assa_mbly ', TYPE R-value p-value Location/Com,-nents -uocr 0 6.330 Outside Floor 6 0.722 Grade Ceilin•q 5.9 D.007 Outside ', Wail 35 G.0<?7 Outside ~'. Door P p.390 Outad.de ~'. Floor 30 0.028 Crawlspace '' Geili.ng 99 G.01° OuL-side 51ab rerirneter 7 0.670 VUftSidB FENESTRATION OrientatiC~n Window North Window South ialr,ao~N wc:,~ Window East Area U~ (ft2) value Panes - --- ----- ----- 6Q•S 0.350 ~ _ 5?5.0 0.350 2. 89.0 0.360 7 97,9 6,350 2 Interior Exterior Overhang E'rame ~'.. Shadir<g ----------. Shading . ----;__.:.._ and F'a.ns --mow Type ~' - ... r__ a Std Drape Bug Screer_ -- None ~- -.. lrinyl Std grape Bug Screen Alone Vinyl SLJ. D•ce,~±e Buy S:;ree[I N-Due Vinyl '. Std Drape flug Screen None ~li.nyl THERt2AL M1~55 Psraa Thick Ts+17e Exposed? (~Phz) fins LocationlComments Floor `les 13H5 3.5 Grade H'/AC SYSTEhSS k~uat l.acation TvPe L•fficiency and R-value Comb. hyd. -- boiler/tank 0 93 IAFJE Canaitioned Air conc. - - Central, split ].G.pO 5E£,R Attic A-9.2 Air cnnd. - - cnntra.l spla.t. 7.5.G0 SEEP,.. .Xari.r p-q..p.. CERTIFICATE, OF COMPLIANCE: Residential Page 2 CF^-1R Project Tit1a: Ch~.F ResidencF KUn: 3J9 2[-Mar-r7. iATEft HEATING SYSTEMS ~ Distrib W7,ter Water # of energy ~alume ?~Irap System Cdame Type HButCr Name Heater Type F.trs Factcr. (gal; R-vat Standard Gas Standard S~anda.rdcd; Boiler wltank 1 -- 120 0 WATER. HEATING SYSTEMS MISC Solar savings System Name fraction Standard Gas --- Solar system Wood stove Wcod. stove 'EyPe bo9.J.er7 boiler pump? _....-°------ ---------- ------------- I -- '~ G7ATE.R EIEt1TERIHOSLER D3TATT,S Water Recovery Heater Name Cfficiency AFUE StandardGas^ -- - -93`G o No Y.ated Piiot ~' Snpcit Standby Tank Ji,ght (Y,~tuh) Loss R-value (Stuh} ~' 155000 -- 7.2 0 ' H~XpRONIC DISTRISUT'TONAND TERMINALS Pipe Pipe I:aul 1ns`al System/Name Type Number ,run (ft) diam (in) trick -------------- -~_____ (in) R-value ~candard gas Rad.i.an't Rad4.ant: £loo:. 1 0 __ __ __ SPc,CTT,i, FEATURES, REMRRI{S, ~ANU NOTES 1. 2cne 'MaS.nFJ4onr' is heate;i by a combined hydroric space and water heating system. c. Aio air conditioning equipmeme is spe^_ified for. zone 'Gaxagc'. Minimum SEER ~~ wxi~ a'~T.ti~ dur_ts assumer_j, 3. Zone 'Garage' is heated. by a combined hydronic space and water heating s ys t o?n. '. 4, $one 'MainPloo.r' has non-standard internal gain of 110920 F3tu/rJay. ?'he ~~,, standard value for this zone is 10672'7 IItu.fday. S. Zcne 'Garage' has non-standard internal aa.i.n of ?0475 Btu/day. The ta.rdard value for thiszone is 24168IItu/day. '~.. i ~ !i CERTTPTCATEOFCOMPLTANCE: Residertia.l 'Gage ~ CF"- Project Ti.r_le hc22 t' s~c3e~i<~;~ kun: 309 22-MST-O'7 ~' . - -_- C0~IPLTANCE STATEE4ENT This Certificate of compliance lists 9~.hp hri7,din;* £caturea a.:,;l, per£orm7nce specifications needed to comply caith the Energy Conservation. S•Landa.rds of the City of I,~sp<=. t1/PitkS.n :;aun'i_y Ene.,y}~ CorsErcMtio='- 4ode, ar,d the Admina.s't_ative rvgulat ior.a to impl cmcn.t Chem. xh.a.s cci Liti::a. l.e has been signerx by the individual. with weralldesig~n responsa.bility. When this rertifipa'te of comp7.ianco is au,bmittod fora sirgl.e buildi. alg play, to be built l.n m~iltip7.e o:c~3.entations, any snaai ng feature 1a~at is va..ried is indicated to the Speci.aJ, Features, Remarks, a,r;d Notes section. DESIGNER OR 049I9Ek Uoucx aagec Dour Raget~ AP.chitect P. C. 1',80 as"nawmass Creek nd 8nowma 389, C6. £11 E:~4 DOCUMENTATION A[TTHOR Jim eqa v..l, h.ardt Doug Rager 1?80 Snawma5.5 Creek Rd. "now:csass, Co. ci7.654 70-927-177;0 f r? Ias me xitle: Signed _ fate FiSPEN/PITKIN COMMUNITXDEVEL~PMrti~7'... CD'.d RtiTFR t~lETH06 SUMMARY IB ^^_-° Page 1 C-2 R Prnjact TitJ 9. `----- ._. - Chgff He adence -gun 3D5 ~' Project Addr..ss: 100i.Soprzs t9ountain Ranrh Rd. i!. :Mar-U7 . Chafe P,esioenre ''~. »ui '. ci 7.na 'r.l.iae: 1 c:h.e t;: RP S].r:ence ~ ~' i 3'J :L~iriq Pe Yfl1lt ~ ]OCUmerit Author: i7j.m N3.u lha rdt . . . T,elephonc: 970-927-i786 _ ~ pia,- ^h?nk 1 Data Ccmpliaace Method: CADRES/AP 1.33.14 L'ield Ch k Climate Zone: ~,h ec / DB.te - -_..e -___ =~nr =~ - LNC ~ _ -__-.r. +r -_.--_-____p.-.~__ I .•RGY USG ~UMC4Afi'i {kB4µ /.C v2-yr} Energy rJse Standard• Design space Ideating 38.48 Space Cooling 2,1i GVater tieata.na 3, 53 ^otal 44.12 GENERAL INFORMATION Propo^,ed Design 28:14 0.95 ?.7c 31.34 yes ConditY.an.ed Floor Hreai '7393 ft2 Euildirg Type: SFD Single Family Detac:ied J3ui,].ding Frort Orientation: 35 d©q (North} NumF~cr of Dwelling Units: 1,00 Numbar of Stories: l Floor Construction Type: RaiSad floor Nu.*lber of Conditioned Zones: 2 '16ta1 C4ta G11tiOi1c C1. VG.J, U1l1C: '~'F Cil1 ft3 Conditioned Footprint Area: 7393 t.t2 Ground F1oar. Area: 7393 ,ft2 BUILDIp7G ZONE INFORMATION Floox .'.n!7 r? !~Y«•,a V!?l i,il'tP., .1'}I.P.TT"C,9f?.t vent wont HP 7 ( ih 1' a?' Name------ __.._ ~- (ft•2) (ft3) ----- Typ e Type , . . F.r fftJ izt2) Garage M ` 1365 20475 Cen dil:i cned CECy Standard 4V0'0" ^Tp ainr loos 6028 72336 Conditioned. CEC_ Sta::dard 2'0" 3, g 0?AQt1E SURT'ACES ,surface Area U- Tnsl Tru Slr Construction Type (ft2j value Rval Azm Tlt Gns Type Location /Comments Zone = Gar age '-`--- Door 21.0 0.330 Q 125 90 Yes 30-alood Outside pOOr Floor 300.0 O.J3C 1365 0 -- 0 305 90 Yes GarageUrs Uuts.i.d.e Ceiling . 457,0 D.007 0 ~- 54 215 180 45 No Yes S1rb140E R5 E,T,t2.Uti~ Grade Catside ~ Ceili_,n.g 957.0 0.007 5A 35 95 Yes P~5E.TJI.-JV C`utsid e Ceiling 399.0 p,007 54 215 2j Yes R56.'r72.UV . 0ut:de ~ Ceiling 339.0 0.07 54 35 23 Yes R56.TJI.UV outside j COLvFUTER MET. HQD SUP7~7R.RY Proiect Title: Ch~t'.C kasluer.cc Page 2 Run: 369 22-P•1a C-i OPAQUE SURFACRS vOIItinued. Surface Area U- Insl Tru S1r Construrticn Type (ft2) value Rva.l nzm Tlt Gn9 TYpc. I.oca,tlan/Comments -----m°-" --- --~....~..------- Wall 97.0 0.027 35 365 90 Yes 67.,5 B1cNm R*d:1.3. 37n.0 0.027 ~~ OUi.c,do ~~ 175 50 Yes W35.E1~?xn Our_side Cvall 973.0 o ui7 3b 3y `9p Yes'W35.~].own _Outsi:de uVa11 96.0 G,pr_'I 35 215 9U Yes VJ35.r3 ]: n'~Ti Jut sa.da 7.nna = Mai.nFlnnr Door 24,5 0.390 p 35 90 Yes F'rCDoor Dpo:c 84.0 0.340 0 2i5 9J YesFrench Outside Door 21.p 0.3d,^, n 1 e Cutside 2_ 90 'tis Sign n_h pvt~ide. Door 21.p 0,330 0 12.5 90 Yes 30-i^docd Outs~.de Door 21.0 0.346 0 30 C-, 9p `Ies French Outside rlocsr cozo.o 0 oze 3G - lao vQ ;~- t,9~J.2sio.,tti crawspace Ceiling 5?5.0 O.G07 54 215 14 Yes R56.TJi.UV Ou^•side Ceiling 667..C O.G07 54 215 23 Yes P.55,TJI.CYV ' -0utside C~i.).i.ng 591.D D.Gp7 54 305 23 Yes R56.TJ2,UV Cutside Ceiling 36,0 O.OC7 59 305 3C Yes F56.T,7T.UV Ou'C.side Ceilinq 36.0 O.Q07 59 ].25 3D Yes R56.TJI.[7V ~„ts;~ta Ceiling 366.0 G.OU'I 54 35 ?_3 Yes R56.TJI.UV Outside Ceiling 99$,0 O.DD7g4 125 23 Yes R56.TJI.UV Outside Ceiling 5fj 3.0 0.019 fl9 <<^15 23 `iea F49.2x9,1G OuLyS:d~ Ceiling 22.6 O.Di9 99 .305 14 rtes R49.2z4.24 Ou•CSide Ceiling 63$.0 0,C19 99 305 23 Yes R99.2xa.24 Ou'Lside Cei7.in4 7.962.6 G.U15 ny ,iS l3 Ye.^, R99.2l4.29 Oui:Slde Ceilinq 690.0 0.013 99 i2'i ''>,3 Yes RgcG•2~q,2~ Outside Wa.l1 1146.0 0.029 35 215 9p Yes W35.Blown OuCSido G7a1.L ti42.U p.0'r_7 3~ 305 9fi Y"a.•.^, cv' Wa.7.,1. 7.C23.1 O.b?7 v5•P.lUwn Vut:;;;i.de 35 125 90 Yes W35.R7.nwn O,;tside Wa11 1284.7 D.G?'; i5 35 9G Y25 W35.Blo;an, Outoidc ~2E:RSt4ETER LOSSBS PerimctUg It:~u1 Length F2 insul AeptYi TYpe (ft) Facfi;,r R-val {.i.nj Zone = Garage ---- -^-T Covered 180'0" 0.670 7 a FENESTRATION SURFACES Fen@StratiUri Name Type Zone = MainFloor 6nWinlr wind Eo'vdin2e Wind 6oidin3d 41ind roWin4d iaind Lc Cd't i on ICOmttieYtt.S r,,,t.stdA Area True Open Frame C.La~i.ng Cha.ractr (ft2j Azm Tlt Tlpe Type Name Continents 3.3 35 90 HS.naed Vinyl [.rouble ]•.l, • $ 35 90 HingeU "v.j,ny1 Double 6.5 35 90 Hinged Vin y]. Double ~i.5 35 90 I•linged Vinyl n,~,;},1~ C01.~7PGTER MET.3OrJ SUMMARY .Page 3.. a-2R F~„j~.nt Tt Cle: ctt~.rr >3esiaenoe Run.; 309 22-Mar-D7 ~ FF;NESTPS-.TTDN S;7R r'ACES Con't inued ' rl 1'en~strar_iar, Name -T ---- Type - 6oCv"ir,5.d Wind 6oWin6'c talnd 6owin?a ,Sind 12oWinlf. Wind 12oroin2l Wind 12oP?irt3i Wind 12oWin47 Wind 12oWi-n5k c7i nd 12oWi,n6j Wind 12oWin7iC Wind i.2osoi,,al vaii,d 12pWi.n9m Wind 12oWin10i Wind 12nWi,nllm wind, 12^.67in12o wind 12owin13p Wind. 12oSdinl.9k Wind 12o6Vin15p Wind 30`e0in lc rgln~ 3oWin2a Wind 3pWi,n3a- Wind 3oUPin.9e wind 3oWin5c Wind 3owin5h b7ictd 9oDiir.11 Gt~ind 9oWin21 wind ~3nGJinUn G~tind 9otain3l Wind 9gWa.n.Sq Wind .L~vii,i 4v i!lt1 120103 Wind 120104 Wind 12oI06 Wind, 9a105 Wind 30109 ~nlind Area Tst; Open .Frame z..inU Charact.r. (ft2) Azm T1L 4'ypa Type Name Comments '' 13, 7. 35 9(] H,?iged V~ ny]. Dauole 13,1 35 90 Hinged. Vinyl Double 6.5 35 90 Hinged Va.nyl Daub],e ~' 25.6 2i5 90 Hirige~ V.ny1_ Clouble ~ 25.6 21.5 90 Hinged Vinyl Drnohla 47,9 215 90 F•~,xed Vinyl Goub7.e 27.3 215 90 Fixed Vinyl Double ?7. A 215 90 R"ixed vinyl 7o u;; 7.e ~' 7.7,3 215 90 Fixed Va.nyl Doub7.e ' 37,9 215 90 Fired V~s~y1 Double 4'.S ;~y5 50 Mixed. Ytinyi Double '~. 22.2 213 90 Fixed Vinyl Doub?.e. 47.3 215 90 Fixed Vinyl Double 22.2 215 9G Fixed ~'iny]. Double 42.3 2],5 90 rr^ixed Vinyl Double 23.5 215 90 Fixed JS:ny1 ~nnhTe ~ 37.9 215 90 Fixed' V3.ray1 Doubly 7_3.5 215 50 FS.xed Vinv'. Double 11.6 :'i t)5 9iJ iii r~ygd `,liiiyt U'v uble ~ 5.9 3G5 90 Fixed Vinv1 Double 5.9 305 90 r'i,xed 'ainyj, Double .t ,i.8 30b 9U Ft i. n,ged 'vinyl -ouk~le ~' 11.8 305 90 Hinged Vj.nyl Donb?,e 3G.A 305 GO ..Fixed Vinyl. Double '. 19.f 125 90 fixed. Vim;l pcuAle 19.6 125 90 Fixed VS.ryl Double 15.7 i2~? '3U N'i.ct?cl. `i .Lriy1.. L'ouble i I9.6 125 9G Fa.red Viny'! Double 7.6.4 125 90 tinged irinyl Do>nble 7.;; :,.1~ ~u =ixcn '~ilttyl L/Uaa.~e '', 7.0 215 90 Fixed Vzn.yl Double 7.0 z15 90 Fixed Vi.ny1 Double ;.0 215 90 Fixed .Vinyl. Double ].C 125 90 Fixed Vinyl Dou'tiJ.e 7. C 305 9.^.• Fi..xPel ' Vi ey'I Dntti?lp '' GLAZING CHAP.IICTERISTTC€ Glazing I Cha.ractr Glazing # o£ U- SC Gls Intrz].or SC Irit Extcr.i.o.r, SC, Ext !name Yi/----_ ran.es valua Dr,iy Shade Type Shade Shade Type shade -___°------- T e ouble Tznt/ZowE 2 0.3y0 0.470 Sod Drano 0.780 Bua Sere.n 0.87C CGF9PL'TEfi MF'THOD SGMMARY r'-~~~rt Tit1s: Chc a.'L Aaa id,encc TNTEA-ZONE SURFACES Surface Aria Insul Constructi,Gr T;yAE ---ft.2) II-va.Lue R-vaJ, Type Garage/N,aiaFldo.r poor ~t.o a.~so 0 3n-U,~~ Wa11 ~pq, p 0. Gil 35 1x3.7.31ovrn •i.N'1'ER-zONP VENTILATION Vu~nt/ I3igh U~en Vans Height vent Type -----^~ Area A:cea Di,ff GvF, kHANt~ E Page 9 C-2 xun: 30, 2~-Mar-O ~'.Gmment5 ~. Comments Fenestration IVame -~_°--------------°_ Ahcve Left r'.ight. ~~.ieight bvid.th Depth Glazing Extens.i.on Extension None r ~+Vn ief'C Fi11 r i l ] '' : y t~ C .n . k'eriestrat7.gn ----------- -----..___---- ---- ---_.. _ ..__` _ Fxn EN. C,~n Pj,l^y a}~O'Te Gigt CG Ewen Ciat i NamA ti2ighC iididth Doi{ -h p~igh~ lzn 9 3 glzing F .ri Fln abGVe tq Depth Hci h g .t al zng gizing None ---^'^'^ 'W--= ---°-- i THERN7AL f!IASS voi Cond- ~' Mass Name Area "" Thch Heap. duct- Constructi on in.;d ----^- (.tt~ ) {1n.j CdC7 1V7tY `: YAe R~oa 7. T,~rvra'Li~n/r lone =Garage ---- i -----'-----^^__~-------~^ G,~ra gPSl,~h 1355 3.5 28 0. 98 Siab14 ~P t .. . p Grady ~OLAP. GAYt7 DISTItY3C5T ION k'efll-'ti l:~~C.LUIl lrJ inter aw:n;n;,r '1'dr'gettEG. N.pme Fraottion Fracticn Thermal Nass Comments ~L7ae ---..____`_`-------__~ CgMFUTERMETHOD SUyNARY Page 5 C-ZP L'soj eci• Title:. rtic ll. Residence P.un: 309 2.Z-Mar-Q7 fi.VAC S'{STEMS System Name System Type E.f,ficiency Duct .LpcatiCYl and R-val~zc Zone - Carngc -W_____-„_-_- Standard Gas Comb. hyd. -- boiler/tank 0.93 AFi7E Ccnditionod See Note 2. Ai,r cond; -- cenL'.ral split 10.00 SEER Attic R-9 2 ZOrie = N1a7.P.~'aoor . SLandard_Gas Comb. hyd. -- boilor/t~nk 0.93 AFUE Cond,i,tioned ACspli`:15 R.~,r ccnd. -- central split 15. Or, SEER ARr'r. tt-.1.2 WRTFlR FiFATYNG SYSTEbdfd Di.4trib xiJater Wa'Car # ' of .nervy 'Volume W.t~a p 3y5 L en; Nanic T :e Hcator Nate xeater, 'l.'ype Ht -- yb 1"3 Factor. (gal} . R^val Standard_Gas .Standard StandardCas Toiler w,/tank 1 12U p G7ATER HEATTNG SY5TEM5 iRISC Solar savir.as Solar system U7ood stove 61ood stcve Sycteta Name °raci.:~cn type i~~~ ilex'? boileY purip ~? ~I ""_"_-____ --"-___-170_` Standard_Gas -_ __ n~o - Ti<yTER HEATER/3G'TiEP, DETAILS Rated ?i..l. rt. wa.te.r Rercvery Input Standby- Tank. Light Fi .•at~?r Naxtte 8.f..facien Cy AFUE ;kP.'.=uh} Lo39 2 value lF3tuPi) __........-..____ ___-.....---_ ___ _...:--....._. ____~-~ ~ I StandardGas -- 93g 155DDD -- 12 HYDRONIC DISTR.IBTITIOPS AND TFRMSNF.LS P i.oe Pipe Snsul Tnsul System/Name -~ Type Numhc+r rnn iftj diam {ini thcY. (ire.) P:-value Gtandard Gas P.adiant Radiant '.,°. ,LOOS 1 p __ ,__ _- CONFUTER METHOD SUMM}~RY Pare 6 C ~,?R F,C07 ecY. ii t7a• Ck:~n.f~ °--__°___-'==-___=__-- Rian; 3p9 22-Mar- y~ ___~__ 'C7 SPEC,TAL FEATUREa^^~ REY,~iARP~S+ AND Ng1E5 '. i• 7ene 'MainElccr` 1s heated by a co7nY~incd hydsonio space and ~ate.r. heat.a.ngl syst_m. ~• lvc air conuitioning ec~ui~~nent i,s spec+fied fur z3ne +Gara a+ and attic ducts assumed. -. '"~ g- Minimum BEER 3• SYSee~Ga.rage' is ;zcated by a combined hydronic s~+ar_e and water heaL•inq 4. 7,ore 'Nainc],oor' ha; non-standard i.n L'erra.3_ gain of 1],0420 Htu/day. Tne standard va1uE for Yhis zones is 10&~2~ gtuiday. 5• Zone 'Garage' has nor.-standard internal gaj„n of 98975 IItulda °o tandard valnc ~Eor this zone. .iy ?8168 r~tu/Clay/. Y• The , • :w>~wa. '~.)w~ .,%~,..s.w.so-,:awmarc+rnm„y.~;'~~rS.+:.rN&~ft'"E$tR ~' '2'.rSX"°°{~34F'ti.~'fb.H~"a ~.~k~ ,;+'+ r" _ _ _ .,. , ~~~ ~ City ofAspen~~ _ ~ - ~r Pitki-n County ~i?aflkYia ~ `~~'~~`>~ ~aiiraty' ~.-~, ,~ ~.1 _ ' ' 1 ' Efficient Building Program ~ ~ `° OWNER t ~».M,xz,,,~",.:~~,~~"a~iarlr~~? ~ PROJECT ADDhESSc "' ~ '" .~- ~ -. ~ ~ '- ` G r r PARCEL ID #~ ".: Lrj CONTACT N.7fir/E: -_ r_ _ _. .; .-,_,u~, --..~ -~n a,~.r CONTACTT7TlMBER:. _ r Z ~ Q CONTACT E=)tom'%i %IDD ESS "~ _ ° ~ `" ' ` -'' 0 ~. PERMIT #: . -^'-~ ad;.,:fcam.v.3g4~e..~.sn ~ circle ell theta I -... - '.~ '. "'"" rv TYPE'O~PROJECT °""`-"` . E SCRAPE=OFF REMODEL ADDITION New construction square footage: '°' ° Interior remodel s uare fooYa e: Points re uired.• S-F Additions uare'foota e: Points re uired.- Detached ara e s uare foots e: Points re uired: Poin[s re uired: TOTAL POINTS REQUIRED ~~ ~ TOTAL POINTS ACHIEV ED ' City of Aspen/Pitkin County Efficient Building Program Checklist o z P/ease read the EB Guidelines prior to completing the Checklist W U U y p C ¢ The EB Guidelines serve as the o~cial code document for this program W . ' .,_ .. a ....~ ~ti .. 9 .... n + F ;. , rr ,. ,¢ .;. LEGEND ~~. ... 21 *. =Shaded box indicates mandatory compliance for ail projects (14 for new houses / 21 for adddionsfremodeisj _ - ,~, z 70 _ Dark outline indicates mandatory measures Tar publicly funded'aROrdable housing pro ects PFAH m S =Self-certified (Applicant's signature on ibis checklist serves as ce~cahob.) ~ O ', ~-`' =Inspected (PC: Plan Check; 1 Foundatioh; 2: Framing; 3' Insulation 4 Rough m; 5: Final) w P Preregmsde (7hese measures must be achieved for the subsequent points to be earned ) z Qua . mily L evels ~ . QL 1 10% 25% QL 2 26% - 50% QL 3 51 % - 75% - ~ ° ~ u ~ QL 4 76 /o - 100 / _ . *`~•s amaa*} ~, - o ~ ~,"r,+in.,'x "rrr'.5~,v'^"~`.~Y,. ~ .~..,a,. <° vA".n"~ ; ~ ~ ' stk."Tk^ a"7~ . , 2.0 DECONSTRUCTION /DEMOLITION & CONSTRUCTION DEBRI ~~ ~ ~~ ~~~~ PC 3 , S RECYCLING 2.1 Deconstruction Plan submitted with enni{ li a i 6 e 4'37` a c t o r models and/or scro e-offs oril 2 2 f 3 . Demolition debns reduced 4 Dints re uired of remodels and/or scro e-offs; select from 2.2 1 -'2.2:8 T . 2.2.1 Wood re tled /coin osted z 75% of all wool/ "' 3 2.2.2 "Metal 'ded"-'i 90%of al(metals "' f 3 7 2.2.3 Concrete iec cletl z75%of all wnvete ~- _""~~ ~~~~"~ '~ 2 2.2.4 Ca et ad Fe~ tled 90%"'ofa-I~I c ~ ~ d t ~ 2 a et a 2.2.5 Coin action riridin , shreddih`, crushin ,eta ~ ~ ` S 8-24 2.2.6 Matenal sal ' ed for reuse 6 'nts er level ' 3 2.3 Dewnstruction materials donated to a n ' ` rofn a ariiZation S 4=10 2.4 ..Construction debns rec ded 4 points re uired of all new construction &PFAH ro ect m 1 ~ s select fro 2.4 1 - 2.4 3 2.4.1 Woad scro re ' Ged /win osted 1 ant er CuanG Lev l S S 2 e 2.42 Metal scro re~ 'ded a 90 % of all unused metals 14 2.4.3 Cardboardrecytled (l point per Quantity Level)" - ECEIVED 2"" Edition 9/03 City of Aspen /Pitkin County Efficient Building Program. QUG 1 S ZOOS 9 • Pa e 1 PITKIN COUNTY BUILDING DEPARTMENT '• F ,/~,// 1 ~`~ I . ,.~. ., ~,.~; x w,.a~^.'un4'_.z+,v'k~,. "tlG^~.:#:..w..5;~,v`Y.:s'~ti`".k.w +.-'».a.;~podu=.ee .v~esr*',w' +v1ia.::v3afi'>7R'a;.~~eti.~'t?.~d+~ L+a: -_ -- USE OF RESOURCE EFFICIENT MATERIALS Part ll of section 2.0 '~ S 5.20 2.5 Redairned fumbe} ".~i `""InLS' er ilia° "~eve't """'~"` "` S 5-20 2.6 Redairiied"eMelt or"m/sfdin !`nf fedor~`fiim ~}fooFiri""-'S oin~ts`~er'quanti Levef '~ S 13 2.7 Re ~'cfe8=contenf'ra of 7 ant"ei0uan ~evei ","• ".»`." -. _ S 13 2.8 ` Re dedrrNitentin Aeckin -materials""" 1 "'oirit` ier quantit Level '. S 13 2.9 Re ' ed-content she"attiin ` 1 obR " qu"a "' ~ eve '"" `"'' -' S 73 2.10 -'Re tled"con[en't oi~fi6'er"cemeiit sfdin °~' 1"°i}R ""'Quanti `7='e'ves"""- ~--- ~ ° '~ S 13 2.71 Re`d(efimntent°ieramic"~"fe"""'i"'"""irit`eFquan'-"Leevel S 1»f 2.12 Re c(edcontent roofin " T •d°i~""'"'"r"~u" arifi"~e~ei ,, , _.. _.... .. - S 2-8 213 `"Rapidly renewable contentfioodng used (2 prints"perquantity Lavery ~ -` S 2 2:14 Buihin kr"Id' 7en'recy~ng'center Co mdude`two dr morebins "-. Sub Total - ~'~ ~'•" # e ..... .. ~M µ .~~:: :~ ~ .~~g. ~... •~~ A .~'~atn'EMVi.~-~N.. tic ~S:AS.C$~5%~'F:~f.e..1V~nAe^/'~iF :'-~' ~N'~~ " ' a° . . r 6a Y .v..: 3.0 LAND USE AND WATER CONSERVATION . ;' ' 13 _ 3.1 ' .F,-..n +-..a.. Sim Ie ~` nnf"'.'-,~.'m~, "' ""' ,. " n""".. . ' ` 1 `3 "'3.1:Y""'~"-~'~xtenormmers no nts for 3 ~;3 or'3 f.3 " ~. Y 2 3.1.2 "36ext'enoimmei4°tio` " ~3.'ia`'ai3'f.3 ~. 1 1 3.1.3 `-58exten"oi comers '(no point`s for31.1 or 3a.2) 13. 3.2 Xedscape`Landscapmg~"j2 pants required ofallPFAFYprojects; sated from 3.2.1"-32.5)) ` S ~1 3.2.1 Addhionbf"""anlc materiaYW-and'"ae`tatfori o~so0 `" "~~ . -. 3 2.2 "ReducAOn of tuA"areas 5 26~G of"fandsp e'~"area or S~'Od s ft whichever Ys smatler " "` " " " ~ -~ S 7 3.2.3 ~~ All IanG "tieds muiclied "v~ivood"~ii~ afleast 2•'ifee'-~' '~` S 1 '-3.2A ro nate "use oTTa'w-water"-d'emand'"lams "° -" - S " . 1 3.2.5 Zoned Inigatlon system 7-13 3.3 Water mnserva0on by pertortnance (2 points requiretl of ail PFAH protects, select from 3 31 - 334) 5 1 3.3.1 One Dim for each altos er minute savin`s over code re uirements ~ ~ " 5 7-4 3.3.2 Duai-flush tohet t dintfor each toifek 'noir`edit for toilet under 3 3 7"` 5 2-8 , . . 3.3.3 Com ostlntoilet 2 oints`for each toilet,'no credit for toilet under 3:3:1 ' 5 1 3.3.4 Onl one showerhead in all showers ` . s Dn ini aGOn or no ini-'aGOn ' ' " ~ En meeredNe etafed swales to fitter stonnwater nmott 1 Dint er quanG Level of filtered run-o -5 ~ ~ 1-10 3.6 Plantin trees be and re cared trees ~ ~1 Dint for eve tree over re-uirement 3-8 3.7 Save and reuse ail i soil and/orexcavated fill on site 1 3 3.7.1 ~ To s6il reused on site Indicate stora a location on site tan. ~. 1 5 3.7.2 700% of excavated fill reused on she indicate story a IoceGon on site Ian . ' S 2-e . 3.8 Site-rock redaimed on she 2 tints for er lev'eP fn~icaie'stora' a location on site 'tan ' S 4 . 3.9 Non- Diable water used for im afion S 2 8 3.10 Pernous materials in"hardsra e" areas 2 amts er quanb Level S ub Tota l yq~,y u <fr:`:r~1 Y.1`ry,°-yM"j *'6~ " ja p +~ _ ~.~y~ ~q~ ~.y,~.~„ ,';~u^-~. di ~ .. P. Y MJ,y`~' :. /3`,~0.~9R~1~ 3y gyp. :~f k'°~~ry ~F ~ x 4.0 FRAMING & MATERIALS 232 .. ..... . .w.: .., .r..au~ s nrm,v i-4 ,.b-t44s' .4• n Y4n 4.1 Incorporate optimal value engineering (OVE) framing techniques (6 points required of all PFAH projects) dedil 2 3-12 4.1.1 24" O.C. studs 3 Dints 'e Quanta Level for ali fra'min 2 2-8 4.1.2 Two-stud corners 2 Dints' er quanG Level for all iramin 2 2-8 4.1.3 Effidenfheaders 2 oints'perquanf Level for all frami 2 2-8 4.7.4 Stadcin oists/studs-eliminaV~"double to"late 2"nts erquanGLevel ' 2 3 4.1.5 Buildin with 2' increments `-t 75% of foo not PC 3 4.1.6 All framin membersshown on drawin sin Ian and elevation ~~ 2 13 4.2 Odentetl Strand t3oardinsubfloors ' Y - Int er quanti Level' 2 73 4.3 Oriented Strand Board in wall sheatfiin " t`cint rQuanfi' Le""vet' 2 2-8 4.4 Low-toxic Oriented StranA Boarr7'd$8"" `oifiLS er`Quanti Level 2 ~ 2-8 4.5 Fin er=oirrted studs or en ineered studs for wall framiF 1 oink er quantl Level ' S .M ,:~. .. v" . fed lntenoiMin 1 omZ "er F1'uan"G '~:e`we "-' - ~ 2 e 4.7 FSC cerlif ied material . 2 4-16 4.7.1 FSC ceNfied susiainabl harvested lumber 4 mts er quarrti Level 5 4-16 4.Z7 FSC certified ceCar shakes andJor shin les 4 Dints er Ouanti Cevei ' 5 4-16 .4.7.3 FSC certified trim and boon ~.`-4 'nts°' r quanbt -level FRAMING & MATERIALS continued on neM a e ~. 2n° Edition 9/03 ". '. ~'I City of Aspen / Pitkin County Efficient Building Program CEl Page P ~~ .. ' AUG Y 6 2005 PITKIN COUNTY BUILDING DEPARTMENT i.. " errs ~~~I p~u~ti: :, ri ~.... - _ s ~, ' a .. _ .~„ ..." _ ~ .wc ~,v,. "< .»,~ .a, 1,a x s",x,«w~w ~~r:at Wrvourv~,..:w 4.0: FRAMING & MATERIALS continued -~ ..~ ._ ~ , ,w„_~,.".: ~ : :~~ >aa 'S 416 ..... . . .~.. .. ., -, . e.,....b. ..,...~.. ... _..-__, ': 4.7.4"""'FSC CerBfied'iabinets"'4°o"1nCs er ~Lan'"~l.eve .~ 5 '4-16 4.7.6 ` "FSC cart, teAwiti'~orvs and/or~doois°"4 ~' iriCs er`Qus`t1R `Level ' ` °~-~ ` _ - - ' `4-7 8" ~FSC daiL'fied outdoor sbvc5ures, decGJii enn~`I'ar"~s ~n "`Maims ~`2 'oinfis`er QuanO I.e'vel 2-68 4.8 SFI cerdfied`metedal" -°"" "' ` `- • ` - 2 " 3-12 ..« _ 4.8.1 `""'SFI cert~e~ 4usiamabl"'Slarvested lumber 3 mts er75uan "Ceve~ "`° "° ` ' ° "° 5 3-02 4.8.2 '..SFl certified cedar shakes andYOr sfif`"fes S" mts" ~~ira ~` `L"evei""", ~'"` ` .,~.. .°_. 5 3-12 4.8.3 SFI cer6$ed"triiriao8 tloorio "" Dints"`er2.(edantit LeC%el""'° """" " 5 3-12 4.8.4 ,SFI certified catilnets" 3" ` `ts` ` ' puan'°'[eve(' ~"" """"`~ " 5 3-12 ' 4.8.5 "'"SFl certified"w"1n`dows'and/or floors- 3 nts"er Quahti Level ' _ 5 ~ 2-8 : 4.8.6 `SFI cerdfled outdoor strucfures;'d'ecking Arid landsczping fortes (2 prints per Quantdy Level) ~ ~' 3 1d 4.9 ' Englneeied Lumber used in floors and ropfs ` (1 point per QuantityLevei)' (3 poirRS r`equir'ed of all PFAH projeds) ` 2 2 X10 z~5`OY structural meCedal) `' ( l ~ 2 5-20 4:11,x. ~". Structural a`Ifemat(v`e's ttiwoodYramecon"slruc"nori65roints Ue ` Ou"ariG 'Level 2" ' 2-e 4:12:'",'Structural insuPa(e"~'PFa"nels SIPSusedfw etdeiior'walls aridlo''reof' ""°'r`its' er Quar"~Tf "Cev`el"°""" °` "`"""" ` 2 `1-4 4:13' . Kac[o"°>•uiR or `"nelaed ionsWCbon 1"` oln("`~Qtiaiif` ,,:"...~°.. ,, , .,... .. 1 2 4:1X` Re '~ed-mntent~"I~r~stilated Co"nir`"ele koirns l`CF's us ~75°~e`o~i`insuta~ corivete forms"""'~~'" '" i 1 d 4.15 ""-Insulated Concrete`Forms`"" ICF's`~~'1` off[ er`~aan`- `L'a`ve "'"°` "`"'°"`"' ` ` ~` 5 2 4.16 Non=solJenf ~~sedfoii"ndatlon wale' roofin "` 100%"of foundation wall" " ` " `' 1 3-12 4.17:'. "°F~'(= roteQed shal)oCv fa)n2`ation' 3 'oints"`eil~u~anfi"' l'ev le ".'.°~.,,. _.. .. _ .. 1 14 4118°`°' 20% armore tl` sh conten nt` ~ Qua ~eveY """"`"" ""`" ``-` ° ` - Sub Total -~- - 5.0 . ENERGY MEASURES PC S 1.10 5.1 Pertormance exceeding the Model Energy Code 98.2 standard for APECC (1 pt for every 5% better)`(4 pts for PFAH) ,y.~.«.~ ' ' ~}# 1 S7 Window uilts or insuTatedwlndow shades insial"ed""~2"%5%offall ex[enor windows` PC 1 5.3 Mechanicafequipment centroiry~iocated' ` ` _. ,, " .. v 5 5 .. _. ___ 5.4Energy SlarC9 house ('S sterrdting on an E-StarTM) PC 3 " ` $.5 Ener 10 anal is ~ ` ,. ~. _ _ , 3 PiLz'f . . 5.6 Ali ductwoiic sealed with masOc 3 ., Y`~; 5.7 Insulatealf hot water pipes to all locations to R-2.5 ' 3 3 _.,_. _. .._<_„ u. 5.8 Unvented crawlspace (con~tioned,insulated walls, continuous vapor harrier, no vents, etc.) 5 'y . 2 5.9 Side-afro tint water heater ' ' w, m~., '~ 5-10 .:,-. -,.. ~. 5.10 `Ener -e%cient hoile?ortumace' . 5 5 .., .N".. ., , ....... ,..~ 5.10.1 ' 87% min. efficient boiler or 94% min. effic(ent furnace 5 5 5.10.2 Modulatl or se uentiall sta etl boilers ° ~ ~.° 5 3 5.11 Outdoor reset thermostat control 5 4 .._..~ . .....„°n ~ ,.... 5.12 Ni h-etfide`nc as hot water heater stand alone units onl ' PC 3 5.13 Manual ~J CaIwle0ons used for sizinriehhanicale of"meet -" ' . Sub.Total ..... ...._. 6.0 PLUMBING "° 5 ' 2 6.1 Tankless water heater 5 3 _. w_. . .. .. .~:: .,~~ 6.2 •On-demand' hot water stem Sub Total - 7.0 ELECTRICAL 5 1-10 7:1 Energy Star®appliances (l point foreach appliance)(2 points required ofall PFAH prgeds) S 1 7.2 Clothesline` indoor or otittloor ," 5 3 7.3 Energy-effident dothes washer (salaried from list on www.ceet iorg -Ter 2 or higher) ~. 5 1-10 7.4 Compad fluorescent bulbs ~ (i po7nt for every 4 bulbs) (1 pointrequired of all PFAH projects) ~. 5 2 7.5 Efficient Pht"c"ontro~s" z`2 interior saces controlled '- Sub Total '~~r,~a. r'--. ~,... i`.. ..: ~ .~,'us.^a[;,._ ,_, Nr.~»n. s:'„-,~.,, w,e. ~~.~~.a~.~..a:~::". "e, ~.~..r~~. 2n° Edition 9103 City of Aspen / Pitkin County EfficienfBuilding Program Page 3 '. ~; I I .~ ~~~ ~~S ,i7 t? ~. 8.0 INSULATION - ' 3 2. 8.1 WaII insulation Is 70% iec ed material ° z 75% of all wall insulation " ', 3 2 8.2 Robf insulation is 70% re dad material 2 75% of all roof insulation '~ 3 4 8.3 BIOWn / s ed insulation 2 50%ofall insulation `'"' - '~ 3 5 2 1.10 0.5 8.4 FonnalCen e-trea or Icw-toxic insulator 2 50% of alt insulation 8.5 Sin I: ~ ne windows ti"'coded add'Nons andremodels onl - 8.5.1 Daubl lazed no lets far 8.52 or 8.5.3 ... _. _.. .. , 5 1 8.5.2 Double- lazed wnh low-e coatis no' ints for 8.5.1 br 8:5.3 - - ' 5 0.5 -8.5.3 earall-selective film ailed to histodcwindows no 'nis for 8.5.7x8.5:2 3 7 8.6 Existin 'ceilin insulated to R-38'or tdia a"' `~ acdltiorts & remodels onl ' 3 5 8.7 •Exfstin wa0s`fnsula[ed to bz a "° wd' "d insWalion added to exterior' adddio"ns 8 remodels on "' " _ ' , SubTotal :.... 9.0 HEATING,-VENTILATING, AND AIR CONDITIONING HVAC ~ ', 3 5 1 1.5 1 9.7s Alr desVaBficallon system: '. ."' '.„., 9.2 Nature) cool(ng "(1 Pant required of ell PEAR projedts) " ` ~ 9.2.1 Ve"rfiml shadin"'devices'ior east aM westdain ' ass ' ' 5 1 9.2.2 `+•Reflective films on east and West-taps la'ss'br use windows with aSHGC of less than 0:45 ""' "'"~ ' 3 1 9.2.3' Radiant heat-reflective banters insta0ed on mot a ligtions ' S 1 9.2.4 =Laridsw in that shades east and westladh-""Iazin'"d"urin `The summerseason June-Au ust ' ' 5 1 9.2:5 "' Property sized overhangs for south facing glazing area ' 5 ... 5 9.3 No mechanical air condkloning `" , .:-:.,,, ..-:. 5 1 414 9.4 Evapora0ve cooling (no points for 9:3 or 9.6) 9.5 Air inflltra0on rate tielow specified levels (Blower Coor Test requred) " (4 points required of aft PFAH protects)-- ' 5 4 9.5.1 0.40 NACH Natural Air Ctran es er Hour" .. _ .... ..... ... _... 5 6-14 9.5.2 5 0.35 NACH 2 addifionaf " ims for ev ":OS NACH reduction 5 2 9.6 Whole-House Fan coolie nb ints'Yor 9.3 or94 '"" """"'""'"" `"' ""-" ' 5 10 ' 9.7 Convert elecric resistance heat to as additions 8 remodels onl ' 5 4 9.8 Re lace electric water heater with a as water heater additons & remodels onl ' 5 3 9.9 j{dronic heat 250%of heatin 'stem; no"Dints for 9.7 5 8 9.10 qtr to air nea[exchan er - ' ~,~ PC #>x„ W,t'.{~. 10-20. P Sub Total v .~F~M~°"" s'.,7.#''~:°mwm,"s'n.~x??;~~ar.~ r .,.~'-:~ s ~i~"' „a ..... ~cF~' .+'a«~"'s..ne"~)ro~+`ei°~-,a~w, "-'` "`'%,`~:;-'~i"e ..*:~t.~~.' 10.0 SOLAR" 70.1 passive solar s ace hea8n ' 10.1.1 South facie loon is oriented within 30 de ees of eastor west of truesouth. PC P 10.1.2 Pro ed sized overran s see SeMion 9:25 for sizin calculation - " - "" ' PC P 10.1.3 Solar access is unim tided tinder easements; covenants, or other private s reements ' ' PC 10 70.1.4.. Suntem Bred desi n '. PC 20 10.1.5 Passive solar des' n - 5 10 10.2 Solar beaus em For domestic hot water no 'nts for 10.3 or 70.4 5 2 10.3 Active solar re- lumbin no Dints for 10.2 br 10.4 .. ... .... 5 5 5 gy >:'.,',~. 15 10$0 10 15-80 3~j. 10.4 Active solar s ace hea0n combined with solar domestic hot water 5 stem no Dints for 10.2 or 10.3 ' 70.5 Solar enerated electri' 70.5.1 S em size of i kW . .. __. 10.5.2 S tam size of 2 7.5 kW 5 additional Dints for eve :5 kW su lied, wits a 8 k4V maximum '" ' Sub Total ~a.,'Y."~Z'm5~.,"»*1ss, '`"'...fik5:;d* Mk~?z++3:t3A9r ,"~i e`*~'~-'"'z~~'cE,~'"?Bt'wi.'R"`.i*Y ~.s•;`^C;.~'~'~%s'i ,t^ ~"'.~~.3CW+ .e .. ~$„~~";~,r " 11.0 INDOOR~AIRQUALITY S t-4 11.1 Low VOC'and/or low-tdx"lc interior paint (l pofntper Quanfity Level) (2 paints required of all PPAH projects) S 1 2-5 712 Solvent-free and/or low-toxic consWdion edfiesivas "' 11.3 HI hetficien eirfitter ' 5 2 71.3.7. Hi heHicien leated electrostaticall -char etl air fliteF 5 5 71.3.2 Hi h Efided" Partiwlate Air HEPA filter'' ' PC PC 3 5 11.4 Rou trio for radon mitt Oon rw ints Tor ll. ''` ` "' 1 i.5 Radon mitt aeon s taco com leted `"no ' ints7or 11:4 '. '. S 1d tt.6 Solventdree and/a low-toxic wood finishes` 1 int "rQua '"Level ' _ ' INDOOR AIR QUALITY eontinued on next` a e ' 2ntl Edition 9/03:. City of Aspen ! Pitkin County Efficient Building Program Page 4 '., I li ,~, .,,~~~ ~~~ .. 11.0 INDOOR AIR QUALITY eoMmued ~~ a+en S td 11 7 Low toxic floor covedn 1""'""I"n"t er Qu Level """"' `"' "' ' ~" ~ A 5 .~5,„~ ; 77.8 Caroon ihanoxlde detector" "" "`" 5 -" 5-10 1 L9 Non-atrnosphedcally vented Tsealed combusLOn) gas fuinace baler, or water heater (5 pts required for PPAH) ~ ' S 2 . 71.70 Sealed metlianlcal room 5 ';» . „ 17.11 Exhaust fan in attached ara e a no attad7ed ara a ~: S 5 17.72 Elimination of ail Stideboard ins"kle'eh4elo of house ~ ~ ~ S 3 _ _ ..,~ ._. ~.,. 11.13 Elirtiin'a'0on`ofatl in3(made wig oleo=ioirna(deh d'e'Ssed Inside eriJalo a of houae S 2 Tt:14 ,,. Aire sed er~cle'board"§ea(ed." '~~ -~ 5 5 11.15 AmencarLUng Association "HeatOi House" q 5 ~~ 4 11.16 Mechanical Ven01`aiion .:; ~ '.~ `~ `""""~""""~" '""'~~'v" '. / ~ Sub Total . , : ~,~ . '~ ..' . ., r.~` e;,r" x him ;. " "*~'??~~pL.".~'yycs~~~] " ,~..pv y,~, ;~q, N~ ~«~~$crmy.~araxi:,w.4~e.§w~r~k~'~ "~a~.~C1:~ ...5 ~, yS+~~~ Y 'i r^e.L.~f3;:Ai~ks y"~k ':6,q \ ~. k"'°A',t~t . ' ~~ ` '" 1"T~ ^~ + 'Y . b~"y~+~~ ~ i pf " y . i n . . . . i ~ „ • 72:0 INNOVATION POINTS `~` PC _ 1.20 72.1 Inno3arnr`e"niducY"or desi gfsn,,. _ ~ ~~ ,. .~ ~ ~ ~. 5 ::-: 5 . 722 AtteinafiJe fuel infiastruildio for 'cre use : :• PC 3 ~ 72.3 Lucatiodeffiden[pmjeQ - Ground source heat"uhi '°'tbind' '~werfee Sub Total ' -.e.~ ~~`. m~u~ V~~ ~ ..,M ~` TO~,,,~f, X+, i¢fi T' ,°)6Ct ~' ek=-~~~ ~~ ~ . t r~>Yri:Y1~ `+ cm ...x wximv svR*~ bT.y S~ tY9yi'VST "~+„3YiTs~.' v*~ia~An#b~iva sc. Mmrvas'+ .v. >. ..:,.... .. >. A PLICANTS .:.: n SIGNATURE: ' `'-- ~ ;. PRINT NAME: - , . .' TITLE: ( l..i " NOTE Signature indicates the appllearrt will comply with stated requirements a. }~^~`'~,„,~vnl ~~}:3? i'~,e^'~5.„'`?"' ~, v~~..~,~~ 't `??.:. T,ax i v r t u ,,.,. ~v s+x:t vF1~rc k .dz. "`.'..~+..~°I"+`.. '°~ ate' °ry``9s~~Ya"' ','.: ,w X `~; Y . ~ , f. : r .. FOROFFICIAL USEONLY'» m » ""° `_ - PC Plan Check approval by 7 Date: .. Foundation Inspection Approval by: ' , ... ~ _. -. Date: 2 Framing Inspection Approva[ by: " .. __ ..~ ,.,~. ~._rM.~,Y.Date: S Insulation Inspection Approval by: ..: Date: < Rough-in Inspection Approva(by: ,_ ,_:. Date: 5 Final Inspection Approval by: .~ Date~~ ~ *,~ ~* .~ ` ~'~~ ~~ ~ ~ ~'''t ~ s " ~`~~~`~ kta ~~ "~ ti~ ~~ eu. a„ c, .. 8 . ,ar~ ~ Efficient Building Program '~'f~L~~ ~( r Deconstruction Plan -- "2:1,' Requiredfor additions, remodels, or scrape-offs only. - ~~ ~ ~~~ Pro'eM Address: Submittal Date: ~ Contractor: " ' ... _. . ~.w .,...,~,.~~ Phone: Pro a Owner. i l Date of Demo: Pro ect Descri lion: - l Pro'ect Size s ft " Deconstruction Contact: ,w,,~~~ Phone: Deconstruction Plan eenrim ~nrl ......e... ..:,.._ _ - J " .. ~ .. i ~~ ~i 2ntl Edition 9/03 City of Aspen / Pitkin County Efficient Building Program ~ Page 5 ~ , SUBSOIL STUDY " FOR FOUND~TIOIV~DESrGN ~ ~ ~ LC _ , I ~~ i JOB NO. 103 753 ~ DECEMBER 30, 2003 PREPARED FOR: E I B/ i DOUG RAGER ARCHITECT `AUG y 6 2005 ~ 'B ATTN: DOUG RAGER PITKlN COUNTY SNO SWMASS~CO ORADOR8 G ~' --.OUILDiNGDEPAR161EN1` ~ I; Parker 303-841-7119 Colorado Springs 7I9-633-5562 • Silverthorne 970-468-1989 III FIELD EXPLORATION ............. ...-...,.,-....,,:...:..,..:._. 2 SUBSURFACE CONDITIONS........ .................:.. 3 FOUNDATION BEARING CONDITIONS ..:.:........... , .....:...: 4 DESIGN RECOMMENDATIONS ................. g .. ... FOUNDATIONS :................ .. ; FOUNDATION AND RETAINING WALLS ........... . ......... 7 FLOOR SLABS ........ . ....::.... . . 9 UNDERDRAIN SYSTEM ... • ............: ,10 SITE GRADING ..... . , . . ; 11 SURFACE DRAINAGE:................., .... 12 ... .... LIMITATIONS ............... , ..... , , ........, - 13 ', ...... FIGURE 1 -LOCATION OF EXPEORI'TORY~I~~RINGS "~ ~ ~~ ~ ~~" FIGURE 2 -LOGS OF EXPLORATORY'BORINGS ~ _::. FIGURE 3 -LEGEND AND NOTES ~ FIGURES 4 and 5 -SWELL-CONSOLIDATION TEST RESULTS ~ TABLE 1 - SUNIMA~2I' n~ T:ARfIRA'T'(lR"V T~c~r`n`~zY"cYi'm~.. `~' > _,: ..., .a.M....,„_w . ~ ......,-; ~. Job.7f1U3 753 - _,,. ~,, GecPtech PURPOSE AND SCOPE OF STUDY r'~:~. ` `" `` This report presents the results of a subsurface study for a proposed residence to be located on Lot 29, Sopris Mountain Ranch, Pitkin County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to Doug Rager Architect, dated December 1, 2003. A field exploration program consisting of exploratory borings was conducted to obtain i information on subsurface conditions: Samples of the subsoils obtained during the field ~ exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the. proposed building foundation and for feasibility of an infiltration septic disposal system. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION ~ The proposed residence will consist of a single story, wood frame structure over a crawlspace. The attached garage floor is proposed to be slab-on-grade. We assume excavation for the building will have a maximum cut depth of one level, about 10 to 12 feet below the existing ground surface:. For• the purpose of our analysis, foundation loadings for the structure were assumed to be relatively light and typical of the proposed type of construction. Job #103 753 P.a~~a~ i HvwlR.f 1 i _, __ .. -2 i If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS:..... '' The site was vacant and covered with up to 16 inches of snow at the time of our field exploration. A rough graded driveway and turning area had been cut into the building area... The natural ground surface in the building area slopes moderately steep down to ~ the northwest at grades up to about 25 %. The elevation difference across the building area is about 28 feet. Vegetation consists of scruboak, grass and weeds. ~~ ] FIELD' EXPLORATION ,_ The field exploration-for the project was conducted on December 15, 2003. Three exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with a 4 inch diameter continuous flight auger powered by atrack-mounted CME-45 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch LD. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling ~ 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and ' testing. Job J1103 753 Hvcvlcl..f 1 -3- .SUBSURFACE CONDITIONS..... Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils encountered in the borings consist of up to 1 foot of topsoil overlying very stiff to hard sandy clay with scattered gravel, cobbles and possible boulder's. ' Relatively dense, gravel, cobbles and boulders iri a sandy clay matrix was encountered ~ beneath the clay in Borings 2 and 3 at depths of 25 and 12, respectively. Drilling in the dense gravel with auger equipment was. difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. The cobbles and boulders were claystone and sandstone rock fragments. The soils encountered in the borings are similar to that encountered at other nearby lots and he clay soils can possess an ', expansion potential when wetted. Laboratory testing performed on samples obtained during the field exploration included natural moisture content and density, Atterberg limits and finer than sand size gradation ~ analysis. Swell-consolidation testing was performed on relatively undisturbed drive samples of the clay subsoils; The swell-consolidation test results, presented on Figures 4 and 5, indicate low compressibility under relatively light surcharge loading and a moderate to high expansion potential when. wetted undef a constant light surcharge. Expansion of 3 to 8'/ % and swelling pressures between about 4,500 to 18,000 psf were measured in the testing. Atterberg limits testing indicates the clay soils have medium to high plasticity. The laboratory testing is summarized on ' Table 1. No free water was encountered in the borings at the time of drilling or when checked 3 days later. The subsoils were slightly moist to moist. Job c~~cn +# ~ , _4_ FOUNDATION BE~ARTNG CONDT"'IONS ~~ "' ~ ~ ~ " ~~ ~ ~ ' ~ " The clay subsoils encountered at the site are expansive. Shallow foundations placed on the expansive soils similar to those encountered at this site can experience movement causing structural distress if the clay is subjected to changes in moisture content. A i drilled pier foundation can be used to penetrate the expansive materials to place the bottom of the piers in a zone of relatively stable moisture conditions. We assume an I~ active zone of about 6 feet below crawlspace grade. Using a pier foundation, each column is supported on a single drilled pier and the building`walls are founded on grade beams supported by a series of piers. Loads applied to the piers are transmitted to partially through peripheral shear stresses and partially through end bearing pressure. In addition to their ability to reduce differential movements caused by expansive ', materials, straight-shaft piers have the advantage of providing relatively high supporting capacity. The rocks encountered' within the clay soils may require. excavation with a backhoe for shallow rocks and coring with a rock bit for the deeper rocks. Helical piers are not recommended at this site due to the rock within the clay and the ' potential for penetration refusal at a depth less than the required minimum embankment. A heavily reinforced monolithic slab foundation'may be feasible for support of the residence with a risk of long term heave and building distress. The slab would be I designed to withstand .the potential heave and could be conventionally reinforced or post-tensioned. The slab subgrade should be prepared by subexcavating at least 4 feet of clay and replacing it with 3/a-inch road"base compacted to at least 98% of the maximum standard Proctordensity. We expect that a conventionally reinforced slab would be on the order of 2 feet thick. Provided below are recommendations fora I drilled pier foundation. If recommendations for a monolithic slab foundation are ~ desired, we should be contacted. ', u..~.~_ ~ .~~, ~.~,~..~"_.~~<~.,. ., ~ ,. ..~, Job 1{103 753 '" _ ~GsccP~tecF-i , J -~- _•~• •,. m ~ v~}y~.W.'Nem~urrcwww:.are+«rw~..~mwnJ DESIGN RECOMMENDATIONS FOUNDATIONS. Based on the data obtained during the field and laboratory studies, we recommend straight-shaft piers drilled into a zone'of relatively stable moisture conditions be used to support the proposed structure. The design and construction criteria presented below should be observed fora straight- ~ shaft pier foundation system:.. ', 1) The piers should be designed for an allowable end bearing pressure of 15,000 psf and an allowable skin friction value of 1,500 psf for that portion of the pier below 3 feet. ', 2) Piers should also be designed for a minimum dead load pressure of ~ 15,000 psf based on pier end area only. If the minimum dead load requirement cannot be achieved, the pier length should be extended beyond the minimum penetration to make up the dead load deficit. This can be accomplished by assuming one-half the allowable skin friction value given above acts in the. direction to resist uplift. 3) Uplift on the piers from structural loading can be resisted by utilizing ~' 75 % of the allowable skin friction value plus an allowance for the weight of the pier. 4) A minimum pier length of 20 feet are recommended. The minimum embedment is measured from the ground surface,or the top of the pier, whichever is lower. For piers located adjacent to steps in excavation grade, the minimum embedment is measured from the lower level. We expect pier diameters between 12 and 18 inches will be used. Pier diameter less than_12 inches are not recommended due to the rock content of the clay soils. :: ~ ...e ~ ,.~3 . .,... . Job X103 753 ~~~ Hvcvl.GLf 1 -6- 5) Piers should be designed to resist lateral loads assuming a modulus of horizontal subgrade reaction of 75 tcf in the clay soils. The modulus values given are for a long, 1 foot wide pier and must be corrected for pier size.:... 6) Piers. should be reinforced their full length with one #5 reinforcing rod for each 16 inches of pier perimeter to resist tension created by the swelling materials. -- 7) A 4 inch void form should be provided beneath grade beams to prevent the swelling soil from exerting uplift forces on the grade beams and to concentrate pier loadings.: Avoid form should also be provided beneath I pier caps: $) Concrete utilized in the piers should be a fluid mix with sufficient slump so that concrete will fill the void between the reinforcing steel and the pier hole. Concrete should be placed in the piers the same day they are drilled. Holes left open overnight may need to be re-drilled, deepened or oversized due to degradation and weathering of the sides of the hole. 9) Pier holes should be properly cleanedprior to the placement of concrete. The drilling contractor should mobilize equipment of sufficient size to effectively drill through the very stiff to hard clay soils and rocks. We expect that some excavation of shallow rocks and coring of deeper rocks will be needed. Excavations for rock removal should be backfilled prior to re-drilling the pier. 10) Although free water was not encountered in the borings drilled at the site, some seepage in the pier holes may be encountered during drilling. I Dewaering equipment may be required to reduce water infiltrationinto 1 the pier holes. Placing concrete in the. holes immediately after drilling is recommended to minimize the need for dewatering. If water cannot be removed prior to placement of concrete, the tremie method should be ' {{ used after the hole has been cleaned of spoil. In no case should concrete I free fall into more than 3 inches of water. li JobN103`753. _~.. ~_ ;_.._ GecPtach `-`l __ ~ ~ ~ ~ _ ,: ~ ', 11) Care should be taken to prevent. the forming of mushroom-shaped tops of the piers which can increase uplift force on the piers from swelling soils. A "sonotube" t e form is t ~ ~ YP ypically used to form the tops of the piers. 12 Th ) e vertical pier holes should be within 2 % of plumb. 13) A representative of the geotechnical engineer should observe pier drilling operations on a full-time. basis. The structural engineer should be I advised of variations from the drilled pier specifications as soon as ~ possible, so that corrective action, if any, can be taken while the drilled pier contractor in on-site. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 65 pcf for backfill consisting of the on-site. clay soils and. 45 pcf for backfill consisting of imported granular non-expansive materials. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active ~ , earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 60 pcf for backfill consisting of the on-site soil d 40 s an pcf for backfill consisting of imported .granular non-expansive materials. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an I' upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. ~ Job#103 753 ~ '" '~' "" ~GecPteCh _g_ J Backfill should be placed in uniform lifts and compacted to atleast 90% slightly above ~' optimum. Backfill in pavement areas should be compacted to of least 95% of the ', maximum standard Proctor density. Care should be takeitnot to overcompaet the backfill or use large equipment near the wall since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall bach~ll should"die expected even if the material is placed. correctly and could result in distress to facilities ~ constructed on the bacl~ll. We recommend imported granular soils for backfiling foundation walls and retaining structures because_their use results in lower lateral earth pressures and the backfill will improve the subsurface drainage. Subsurface drainage recommendations are discussed in more detail in the "Underdrain System" section of this report. Imported granular wall backfill should be non-expansive and contain less than 15 % passing the No. 200 sieve and have. a maximum size of 6 inches. Granular materials shouldbe placed to within 2 feet of the ground surface and to a minimum of 3 feet beyond the walls. The upper 2 feet of the wall backfill. should be a relatively impervious on-site soil or a pavement structure should be provided to prevent surface water infiltration into the backfill. Shallow spread footings may be used. for support of retaining walls separate from the residence, provided some differential movement and distress can be tolerated. Footings ' should be sized for a maximum allowable bearing pressure of 3,000 psf: The lateral resistance of retaining wall footings will be a combination of the sliding' resistance of ~ the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance. to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure against. the sides of the footings can be calculated using an equivalent fluid unit weight of 350 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. ~ Suitable factors of safety should be included in the design to limit the strain which will ~ occur at the ultimate strength, particularly in the case of passive resistance. Fill placed ~ 753 r-GecP*2Ch ~J -9- against the sides of the footings to resist lateral loads should be compacted to at least 95 % of the. maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS Floor slabs present a problem where expansive materials are present near floor slab elevation because sufficient dead load cannot be imposed on them to resist the uplift pressure generated when the materials are wetted and expand. We recommend that structural floors with crawlspace below be used for all floors in the building that will be sensitive to upward movement. Slab-on-grade construction may be used in the garage area provided the risk of distress is understood by the owner. We recommend placing at least 3 feet of nonexpansive structural fill, such as 3/a-inch road base below floor slabs in order to mitigate slab movement due to expansive soils. To reduce the effects of some differential movement,nonstructural floor slabs should be separated from all bearing walls, columns and partition walls with expansion joints which allow unrestrained vertical movement.. Interior non-bearing partitions resting on floor slabs should be provided with a slip joint at the bottom of the wall so that, if the slab moves, the movement. cannot be transmitted to the upper structure: This detail is also important for wallboards, stairways and door frames. Slip joints which allow at least 2 inches of vertical movement are recommended. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing and slab. reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed immediately-beneath ~ slabs-on-grade located below adjacent grades. This material should consist of minus 2 ~ inch aggregate with less. than 50% passing the No. 4 sieve and less than 2% passing the ~ ~~. ~ ~.;_<z ,., ~,.. ,~ .~ ~~<~ Jobf{703753 Gec~itech ~ 0 -10_ No. 200 sieve. The free-draining gravel will aide in drainage below the slabs and should be connected to he underdrain system. j j Required fill beneath slabs should consist. of a suitable imported granular material, excluding topsoil and oversized rocks. `The suitability of structural fill materials should ~ be evaluated by the geotechnical engineer prior to placement. The fill. should be spread ', in thin horizontal lifts, adjusted to at or above optimum moisture content, and compacted to 95 % of the maximum standard Proctor density. All vegetation, topsoil and loose or disturbed soil should be removed prior to fillplacement. I _. ..~. The above recommendations will not prevent slab heave if the ezparisiae soils underlying slabs-on-grade become wet. However, the recommendations will reduce the effects if slab heave occurs. All plumbing lines should be pressure tested before backfilling to help reduce the potential for wetting.- `.~ UNDERDRAIN SYSTEM..... _ Although groundwater was not encountered in the borings, it has been our experience in the area and where clay soils are present that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring ~ runoff can also create a perched condition. Therefore, we recommend below-grade construction, such as retaining walls and crawlspace areas, be protected from wetting by an underdrain system. The drain should also act_to prevent buildup of hydrostatic pressures behind foundation walls. The. underdrain system should consist of a drainpipesurrounded by free draining ~ granular material placed. at the bottom of the wall backfill. The drain lines should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade, II and sloped at a minimum 1 % grade to a suitable gravity outlet. Free-draining granular ~ material used in the drain system should consist. of minus 2 inch aggregate with less 'i .,__ _,..,:~{ ,.~~u~~,: Job #103 753 GecPtech '' _ll- than 50% passing the No: 4 sieve and less than 2% passing the No. 200 sieve. The I drain gravel should be at least 2 feet deep. Void form below the grade beams can acf ~ as a conduif for water flow. An impervious liner such: as 20 mif PVC should be placed below the drain gravel in a trough shape and attached to the grade beam with mastic to keep drain water from flowing beneath the grade beam and to other areas of the building. .:z SITE GRADING ~' F ill material used inside building limits and within 3 feet of pavement grade should consist of a relatively well graded, nonexpansive, granular material. Fill should be placed and compacted to at least 95% of the maximum. standard Proctor density near the optimum moisture content. Fill should not contain concentrations of organic matter or other deleterious substances. The geotechnical engineer should evaluate the suitability of proposed fill materials prior to placement. In fill areas, the natural soils ~ should be adjusted to a moisture. content near optimum. and compacted to provide a uniform base for filY placement The natural clay soils encountered during this study will be expansive when placed in a ~, compacted. condition: Consequently, these materials should not be used as fill material beneath building areas or directly beneath pavement areas. The natural soil can be used ', for fill material near the bottom of fills qutside building areas. A detailed slope stability evaluation and resultant recommendations are beyond the scope of this .report. However, general guidelines are presented below so planning and design of the structure can be accomplished by the project designers and corifractor . Aft i l l er in tia p anning and design are completed, we should be contacted to review the information and conduct additional analysis as needed". 1) Permanent unretained cuts in the overburden soils less than 10 feet in height should not exceed 2 horizontal to 1 vertical. "The risk of slope ~ Job 1{763 753 1 e cPtech G ... --... _.. ^ .v ..4m-«.'e- -n.. ,m...b. ....~ .... L is i~u.... _, ...,.w, .,..wr~....,..~u..,., ir.,~.. .._ . .a_:L ~ .„..~w....1~. ''. i~ -12- instability will be significantlq increased if seepage is encountered in cuts. I ~:. 2) Fills up to l0 feet in height can be used if the fill slopes do not exceed 2 horizontal to l vertical and they are properly compacted and drained. The ground surface underlying all fill should be piepa'red by removing all organic matter, scarifying to a depth of 6 inches and compacting to 95 % of the maximum standard Proctor density prior to fill placement. Fill ld s shou be benched into hillsides exceeding 5 horizontal to ' 1 vertical 3) Positive surface drainage should be provided around all permanent cuts ', and fills and steep natural slopes to direct surface runoff away from the slope faces.. Slopes and other stripped areas should be protected against erosion by revegetation or other methods.. 4) Site grading, drain details and building plans should be prepared by qualified engineers familiar with theproblems in the area. SURFACE DRAINAGE _ The following drainage precautions should be observed during construction and maintained at all times after the residence has been completedc 1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the I expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximumstandard Proctor density in - pavement areas and to at least 90 % of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped ~~ with about 2.feet of the on-site. soils to reduce..surface water infiltration. I ,. ~~~ .>I ..y~:n,~, ~ "'~ , Job 1{703753 ~ Gec~tECl'i -13_% 3) m paved areas. 4) Roof downspouts and drains should discharge well beyond the ]units of ~* all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 10 feet from foundation walls. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet ' LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical " engineering principles and practices in this area at this time. We make no warranty either express or implied. The. conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appearto be different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This .report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during 'I, construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Sigmficant design changes may require additional analysis or modifications of the Job k7 03 753 -14- w recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata, testing of structural fill and observation of pier drilling operations by a representative of the geotechnical engineer. Sincerely, ~ HEPWORTH - PAWLAK GEOTECI3NICAI„ INC. Jordy Z. Adamso Reviewed by: ~~ Daniel E. Hardin, P.E. JZA/ksw cc: Ernest Kollar Engineers Inc. -Attn: Ernie Kollar Job.1l1 t~ ~ ~ ; i C=~CPt@Ch i2to_, / / \ 1220 ~ / ~ ~_ ~ j _, ~ ~ ~ 1230 \ _i ~ ~"-- ~ 1 / ~ ~ ` I ~ ~ \ ~ 7240 _ % ~ ~ ~ E \ NVELOPE \ ~ ~ I / • ~ ~ ~ ~BORING 2 1250 \ BORING 1 ~ ~ ~ y d~ \ \ O \ I I \ E E ~ ~ R S ID NCE BORING 3 ~ \ \ \ I \ ~ ~ ~ \ ~ ~ ~ \ \ ~ ~ ~ I \ ~ \ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ \ 1 ~ ~ ` ~ ~ ~ ~ ~ I \ ~ I 1 ~ ~ ~ ~ ~ ~ ~ ~ 1250 1240 i ~ I I _ ~ ~ 7230 ~ ~ " ~ I LOT SOPRIS MOUN 29 I TAIN RANCH ~ i ~ i 1210 ~ 7220 ~ I APPROXIMATE SCALE 7 "=50' 103 753 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCATION OF_EXPLORATORY BORINGS Figure', 1 .~ _e ~.~ u: u.._ ..~~~ ,,~a _ ;., ,. ~ ,. ,mot N•~...~~ .~ .. . .., .,. >-~;. ~.~s~ .; BORING 7 ' BORING. 2 ' BORING 3 `" " ° ' " ` ELEV.=1238 ELEV:=1229 ELEV.=1226' 1240 1240 1235 1235 so/to 1230 so/a PROPOSED FINISH FLOOR 1230 ELEV.=1228' .; I 1225 38/12 1225 p~'~+ ~ tL ~ 50/8 WC=13.3 ~ '1' I WC=73.9 ~ 200=82 '. ~ c D0=114 ~~_,~ I o PI=32 29/12 ~ c °> 1220 wC=74.o °~ 50/9 D0=106 1220 0 w m 50/17 W 40/72 1215 50/9 we=73.3 OD=775 1215 ~~. . 0~~ 50/7 ,. 1210 41/12 , .Q7 1210 50/9 ~ ,° ... 1205 1205 'o ; o _~ 1200 1200 Note: Explanation of symbols is shown orc Figure 3 ~ 103 753 HEPWORTH-PAWLAK ...:<. .. .,-. ,~.._.., ~v.m«,x.,,:~,:.a.~ , ass. ~.~ ..~ ` GEOTECHNICAL; INC. LOGS OF EXPLORATORY BORINGS Fi ure 2 9 _. LEGEND: TOPSOIL; organic sandy clay, moist, dark brown._ CLAY CL ; sand scattered p p y y 9 very s{iff)td hard slightly moss{Vernixed brownsamedu~mleto~highrpldstt^fyoslightlyrcalcareousn ~' GRAVEL, COBBLES AND BOULDERS (GC); sandy clay matrix, dense, slightly moist, mixed browns. ': Relatively undisturbed drive sample; 2-inch LD. California liner sample. Practical drillin refusal. Where shown above botfom of to indicates that 9~ n multi Ie attem is were, p p made to adva ce the boring. , D l 40 pouhd hammer 38/12 nt n w n a rS t b ~ i ' "falling 30 inches were. r equired o d ve the Califor ia o SPT sdmp e 12 n h es NOTES: 1. Exploratory borings were drilled oriDecember 15,' 2003 with d4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from the features shown one the site plan provided.. 3. Elevations of exploratory borings were obtained by interpolation between conto urs shown on the site plan. 4. The exploratory boring locations and elevations should be considered~dccurate `onlytdthe degree ', implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent th e approximate boundaries between material types aril transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling dr when checked 3 days later. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (% ) DD =Dry Density (pcf ) -200 =Percent passing No. 200 sieve. LL =Liquid Limit (% ) PI =Plasticity Index (% ) I 103 753 I GEOTECCHNICA ,NINC. I LEGEND AND NOTES I Figure ', 3 I c IJ _ J Vi i= A ~ - - _ ^..~ C C W .p V1 _ W _ e W 'J 4] ~ _ j _ y n,~ O _ C _ n ~ z _ Cn ~ ~ A _ - - z _ =~ N __ -__ ,~, _ - _ ~~ °_<-. n ~_ _~ j G f` !` ~,.L. f: j = _ f p f r Rr C9 h C "d a '~ '~ > a II ai z '_r o ~''Y ,.: ~'~, >~ ~~ c ~~~. O iy r n ~: ._ - .~, ',Z ~c~ c r ~~ s I 7 v ~ sue;. b\ ~y,,, ~r--..c -w s ...r-: .. a~,. „:..~.. ,w~ a ~.. :: :L.„.,~„g„. Moisture Content= 74.0 percent Dry Density = 706 pcf "' Sample of: Sandy C16y _ From: Boring 3 df 4 Feet' " Expansion upon wetting 3 2 0 ~N 1 C 0 a x w I 0 c 0 .~ t t n E 0 U 2 Moisture Content = 73.3 percent Dry Density = 115 pcf Sample of: Sondy Cloy From: Boring 3 at 9 Feet Expansion upon wetting ...~ 7.u 10 100 APPLIED PRESSURE - ksf 4 3 2 0 ~N 0 x 1 w I 0 0 ~N N d 1 E U 2 ,.. ~ i U 10 100 _, APPLIED PRESSURE ~ ksf HEPWORTH-PAWLAK . ~, tir~~ , , ..~.~.. ...,.~ . .....~.~~~kv~.~,~~., 103 753 GEOTECHNICAL, INC. SWELL-CONSOLIDATIONy TEST RESULTS Figure 5 -~ .~. .. ~ ...-a ~.._a...,~ _..~~~ ~ ~ ._.r~., TRCT 87 AND LOTS 2 AND 3 SECTION 3~ ~, ~ ~ COUNTY OF / / '/, i - i _' ~ ,,, ~ . _- HAZARD REVIEW MAP 6F' 'I~ ~l~~I~I3~~ ~~~1 ~~~Zp~I) R~~~E~~_ ----- --- TOj~VNSffiP H SOUTH, ItANGR 87 WEST. OF `PRE 6'PH P.M. TKIN, STATE OF COLORADO SkEFT 1 OF 1 -- s •f2'aD"W _~ ~~~ ftG~~pA~~ % -- / ~ ~ c0UN0 AiRPR/C.P ~N~N RANE~ ~N~ ,po p1 "Ati OA,/~ 9~ 1 ~ .8~.~ ~~ ,~---_:~ / P/~RCEL 31 /~ ~ ~RNB RB "~ _ \ / r u aw/c:.e / _.. ~ ~ ~ .g<m ~~ -_ __ ~ _ ~ ~~ ~ rT r// ~PARCEI_ 30 _-:__~- / 1 / ~ 80' ROAD AHU UilLltt LSAIIiIEt~/~ DuEC B ! ' /( E45ENENT PEA SIRANC RANCH E E .J. /. / i GP ~ C4o PV -__-__ //i/ - o$ Op Op -__-.__~ A59p~ /so. P 5 _/~ rBO ~+x ~~ Oi ]9 /~~ ISVNkIilEl11~/~ ti~b \ ^uE 2~ 9 8 ~ HU ,F of FCR 5 bDIVW. ~/ \I E AAU p3 _ GRAPHIC SCALE /~ w~~qr w w w ~ ~ ~ ~~ AMGSi y.gn U9• (!x IBer l p0•fi /. ~, ~~ . ~/ m AoaEmnExl 1 m9n - Bon 5~p2715 ` S~ B .t ~ , / / M/5 Haf NRH PARCEL ?_8 CURVE TARLE URVE 4ENGTH Ri-IUS TANCCA'P _ LROR-_ -EL1 C 96.51' 88.88' I90.eH' _ 81.99'9i N 4TOJ'S9" LP PBB.IS' s82.8z• 139.84 P6E.>0' N 6/'[L'8 1VOB'BO C3 _/10.98' I>9.LP' 5].45 _ BB.OB' S 6159'05' M 36'9>'0l= 115.89' >9.03' I_OI,YP'__ N 88'52'00" 8 R8'EY56° POINT OP BECINNINC SA" CORN%R SECTIOA` 33 BEARS S 45°09'48" N 2810.48 FBET caexce 9c:: BaN .u ~%~ J' / „ /~ j 4£WRY i ~~~ ,. PARCEL 29 35.72 ACRES± 1,556,1 ]5 SQ. FT. /. l /G.cHrE /04~RAJ~ roE_ aeAnncvxecD er rns xaT I) DATE OP SURVEY: JU:YB AND JULY 2003. 2J DATB OP PREPAFAT/ON: JULY 2009 AND S%PTEMBER 2009. 3) BASIS OF BEARING: A BEARING OF' A' 99°06'00" E DETWFEN A FOUND RdRAR & CAP L.S, k 14111 HAfNC )'NR _ NOATII ANOLE POINT OF TKE DESCRIBED PPOPERTY, AND TA8 FOUND REAR @ CAP L.S. k I4III BEING K W, CORA'SR OF SAID DESCRIBED PROPERTY. 4) BASIS OF SURVEY: TN8 /04/ HAZAFD REVIEW PLAT, ANN WgCHTEL PRBPgRED DY LLNES IN SPACE RECORDED FSIIL'H,tFY OZ 199] IN PLAT BOOR 41 AT PACE S2 AS RECEPTION N0. $ 40/594. VAFfOUS DOC-MENTS OF RECORD AND THE. ROUND SURVBY MOA'UMBNTS AS SHOWN. 5f THIS SURVEY D08S NOT CONSTITUTE A T19'LE SEARCH BY ' SOPItfS BNCINEBRINC, LLC (58J TO DETBRMINB OWNFRSAIP OR EASEMENTS Ot' FECORB. FOR ALL INFOP,:1liT(ON F.BCARDLVG £ASE:JENTS. RICffT-OF-pp'( Air'D~OR TJTLE OP RECORD S£ RELfBD UPON THE' SURVEYS AND DOCUMENTS OUT/SHED IN NOTE 4 _ 6) BASIS OF ELBVATION: AN AESUMb'D EL81'gTION OR' 1I98J]' ON TFE FOUN- REBAA AND GIP, /.S kl4fil MONUMSNTINC THE NORTIf XA'ST CORNER OF PAFCBL 29. A,S SNO%'N 9) CONTOUR Ih'TEFVAF Try0 (2J FBET AUG ~ 6 2005 FF RfniG -- iSP CIVIL CONSOL',""ANTS 502 MAIN S'f-RBE7, SU]TE A3 CARBONDALE, iCOLnRADO ti1623 (970) :704-0911 PITKIN COUNTY 13UiLDiP1G DEPRRTMENT ~_ a~.a ... ~~ ~m~. - - ~-- ~ ~ ~~, ~ °x 4 g ST2 '~- Rc r-xR vursr _p' 9Pe ARV¢iA~z>saAF 3 ~V s i ~~.. o~, P120P8RL'Y PSII_C~TfON A PAFC£L OF LAND BF,INC PART OF TRACT 8J AND LOTS 2 AND 3, SECT/OA' 33, TOITNS'I((P 8 SOUT)f FANCE 8] WEST OF 9'HE BGi RR/NCIPAL .VRFNIAN. SAID PARCF.'L IS MORE FULLY DESCFIBED AS FOLLOWS: BECINN(NG AT A POINT WXENL'£ TK% SOUTNR'EST CORNBR pF SAID SECTION 33 BAq RS S 45°03'48"' % 99/0.98 FEET; TffENCE N 2504' W. 560./U FEET; THEA'CE N 58V2' E /03J.15 £EET; TX%NCE N 69°O6' % 590.00 FE%T; THENCE 115.90 PfET ALONG A CURVE TO TBE LEFT bAV(NC q FAD(OS OP 95.06 YEET (TRS.CAOFD OF W(pCX D%ARS N 88°62' 8 /04. J2 FEETJ; TNENCf //0.96 FEET ALONG A CUNVf TO TAE RfCAT Bq iTNG A RqD/!IS 1J3.62 FEE]: TNPNGF 268 I6 FEET ALONG A CURV% TO TK% LEFT RAVING A ftgD/US OF 382 82 FEEL{- THENCE N 4/°O>' S H4AV F£8T; TIfENCE 248.5/ FPE9' ALONG A CDFV% TO TAE R/CKT AAV/NG A RADIUS OF 299.98 FEET, THENCE N 88.12' E, ]0.00 FEET; THENCE S 01.30' %, 865.00 FEET; TD£NCt' S E2°29 N 2092.00 FEET TO THS POINT OF B%GINdRNC, SAID PARCEL COATA(NS S5 J2 ACRES, .YORE' OR LESS. fl~'L'ABT/3E~T Q~C~OAtALt[Nf~(IEV Y P VAL TATS 104/ HAZARD RBVI£W PLAT 3LiS BEEN REVIEWED AND APPROVED T/!/S DAY OF -fFECTOR YfTRfN COUNTY DEPARTMENT OF CO.IfAIUNITY -EVELOPAIE.YT A'OTP: APPROVAL OF THIS IOM1I IS SUftJEC1' TO THE i'FRAfS AND CO,VU/TfONS JE T(f% A-M(NISTRAI'IV8 -ECISION RECORDED AS RECSYTfON N0. ____ OF T-8 AITX(N COUNTY CLPRX A:VD FSCOFDER'S RECORDS. 1041 I/AZAHD REVIEW R"AHNINC AND R'AII'd'X Tf1E PFOVISIONS 0£ TII£SE REGULATIONS DO NOT IN .INY ryAY ASSURE OR IMPLY TTIgT AREAS OUTSIDE OF' DESICAATED NAZAfiD AREAS WILL BE FRL'E fAOM Hq ZARD.S. OR TI/qT gPPROV%D AI(TICATIOb' MEASUFSS FILL CU.iFANTEE THE 5.9F8TY OF ANY PROPSFTY. OWNEF: STAN CARFF STATE OF COUNTY OF _ ~6B THE FORF,COIFC D%DICATION Wq5 ACXNOWLSDCSD HEFORR NS THIS __ DAY -F A.D„ 2003, BY STAN C/fRFF, qS -WNERS OF PARCEL 29 SOPAfS' ,110UA'TNN RA:VCB. LILY C~MES~S~]ON %XPfFES~ 5'{]°'NESS Y_ , Y NAND AYD 5,:. sAL N-TAft t VE Q[t'S STATEMA'~'T L PARK S. HECKLER; DO HSRF.BY STATE THAT THIS SURVEY Wq5' PREPARED BY SOPAFS BNGINFt.'RINC, LLC. FOR ~Y Cl M EAR NF DOfL IILNC C1tOUP AND TIfAT fS TRUE q:\'D CORRECT TO TfIE HRST OF MY BEhfEF AND K1'OWLFDCL'. DY_ MARX S. BRCXLER. L..S. NO. 28643 ACCb'YTAN~¢'OR $SCO~,~'G TIIfS 104/ bqP HASBE%N ACCEYTdD FOR F21NC fN THE,' OFFICE OF TII% CLERK A:YD RECORDFft OF P(TX(N COUNTY, COLORq DO ON TffiS __ DAY OF A.D. 20__ IN PLOT BOOR AT PAGS_ AS RECEPTION N0. - PfTX1N COUNTY CLERX AND RECORDER ,- ___-- i ~_ _--~- - _--- ~,. _ ~~~~ a.,>~_ b ~z~o_- _ - --- n _ / _,~~ ~~~ ~ ~r ~ ~ ~ s~ ,ss ~- ~ ~ ~ ~ ~ ~ I } ' / / \~ I i / \~------' I ! i I I ~~~ I I I ~~ \1 II II II I II ~/ m~c~.no.w*,m»...x: m ~ ~~ I, I, ; 1~ ~ o~g~ I I I A A 1 1 ~~~ [ II I ~ ~ s~o ~ ~ A ~ ~ ~ I ~ ~ q~_..A?. \ ~ t l ~ "~ III V ~ ~~ ~ ~ ~ ~ ~ ~~,a: III \\~\ \~\ ` \;\\ \~~ \~~\ ~~.,._a ~ ~~ \ I I I I r I i \~ \ \~ \}\~ I II II i I I 1 \~ II i I ~ ; ~I II III II II I I I\ i i II I II II 1' r ~ i II I I I I ~ I I I I 1, II II 1 I II i I / I i I I I 1 // l-+l 1 1 II 1 I / I l / i i/ ~~ l ~ ~ l / l ~ ~ % +% ~ ~ /! i !r / / ~ `/ / j / ~ / / / 1 / / / / ~ / / / / / / i / I / ;~ ~ / / i __.-, . --- ~ ~ ~ ~o L ~ w~ .~.,~. ..n. -.uu -.. \ ~ ~ L L ~ ____i -. ~ ~ t~- V ___-__ - L __ ] ~-'-- ~ O L ~ ~ ~ _ WNO UU.L -', ~ ~ ,i' ' N F- -' ~ ~ ~~''~ _ d ,- 0 ' ~i -' ,- ~,.aa .<~ ~e.w,~.~,,.~>..F. 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( 6 ~~ 3e / / ~ AREA 6 !/ / .42 46 ~ 48 1250 q` i r ) Lr' ; {' l~ _ 1240 ~ if 1 ones a5 Rev~o~ _ __ \\ o vEECns1eLE vl vE1RE sREns PE,x 1 1 RPPROVRL _ GRADING AND DISTURBANCE f ENVFLUPE ENVELOPE NEW BUILDING y ~- "~~ ~ s~ __ ~` ~ e A m~ ~ e "~ W ~' ~ = 5 ~ - < ~ ~ 8 ~ d Q i„ ' E: 8 u ~~ KEY ~.Tl NAME GJrANILPL NA'v1E 4UA NTIN SIZE S'Rllb OMC (~i.ERGY 6AAApF1.11 5I q5 SERVILEGERRY AMELAVGIIER ALNIF0.IA 31 q5 ~~~/ p~ p SEE LIST %ELON 1970 ~ !t~ \ 32 \, - - ~ 34 w v . -' 36 -~ <3) IWJ LLLLdY SELOV LRPOC %APPM1i ihtl(5 . 39 1240_ REC '~ 1RPNSEpMER 42 44 i FENCE n NAiECi INRISiLRBEU AGCX .4fi .../ / X48 T% ~~'/' ~ RCVEV msrweEV nRERS n sEEO vrtx xnnvE Gani 5 / NI%, PROVILE EXP IRPILPIINN / 96C iAVK (1BU) IOS~L-INL NOTE: Ar DRIVEWAY ENrRnNCE. iERRgOES SMALL BE RE-SEEDED Wlrtl NATIVE U2A~S.~ES & 5AC£ AS FLLLAVS: SAGE IoM, LRESTED WrIEAT6RAx 259, xEncER wNEArhRAx 25~ ~ ORI 0RR'AE k0% NOfE: TFrRE Wp1 BE NO IRRIGATION Ar Ti1E ENiRANLE OR PLON6 DRIVEWAY GENERa IRRIGATION ~-PE/.IFIGATILNS TFIE IRRIGATION SY5TFh1 (.A'7N1 INLUAE iT1E F0.LOWIISY~ ~~ELIFIGATILNS: A SO~RLE Gf WATER: DLMESriL WATER MEET LOLN_ LODE REQIIREMENiS. L. T}IE MAIN LIN€ TO EE INSTN I FD IS" BELPIJ FINISN GRADE' LATERALS r0 CE INSTALLED 12° 6F10W FINIStt GRADE. D TT7E IRRIGATILN 0.0GC 15 i0 CE LOCATED LN iME. EY.I ERIGR GF TYIE RE5IDENLE. E. VPLVE 60% LOLArILNS i0 GE APPROVED 6Y GAMER. F. PREAS WITFIIN 0.05E PRO.t1MITY 70 THE t1aYE S1ALL CE IRRIGATED WtTYt SMALL RADIUS POP LP SPRAY NEADS EN~,RItb DL1JCiP COVERAGE. G. OJER~i AY SI1N-L NOr OLLU2 ON PAVED AREAS NOK LN gJILDINFi STRI.~TLRES. H. AVAILACLE WATER PRES(a,RE IS r0 CE DETERMINED IPLN WATER NORC LP LLN515TENT WATER PRExURE IS r0 CE MAINTAINED T71RfAXv11-LUr THE IRRIGATILN SYSTEM FOR PROPER SYSTEM FUJLTILNIN(~ I. ELELTRILPL LONNELTILN: 110 NPRD WIRE NOOS~JP r0 BE 6RGiX~1T TO LLOLK LOLATILN. 6Y MEA W V O V~ W ~~ A ll_ W L V %OR ~mm neG wa.N. iv« mi.: a is .o G:~ .C.. 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B-G172 !/cf'yfFD ARC0~~P4~ A7.Z i'A. Cf2~APHtC SCALE ~ I ~ ~ A \ \ \ ~ ~~ (~ ~ ~~~, ~ ~ J ~ ~ 1 ( I ~(~ EI~Be~ ~ / ,>c~ 1 I~~~ e~1// , E~1~J(I~I~~RQAD PA/C6L 31 My~,.N W ~,0~ ~~ ~m~B ~ / ~°e~g.~*a ~ ~/ I ~ ~ ~ I I ~~ /iii i ~~ %i;~//~ [~ / ~/ / ~///i/,/ P a5r ~ %%//~//~// ~~ , ~ ~' ~ ,r~* ' ~, ~ - 9„,~, ~a i '~PFOPERTY L[NE - - _ ~ ~ / / / ~ P i~ CIS ~ / ~~ ~ ~~ ~/~~/ ~- ni 4 __~_ ~ ~ / / _ ~ 1"% „,/ ~ ~, 5v -I NSINl . 1 ' ~ f / / O ~ / Po: (AMW4 DE9W _~~ ~~^tb ~ // ~ _ ~ a'~a4~~~4' ~omtxs~~ ~ - _ ~~ J V 2 /~ j ~~ ~ abo /i, i s 7 ~ ~, / / 4 _ _ - / / / / i 'fir ~~ / ' " TM~'a~*9 / / ~ - / ~'/y j j/// / ///i, ~ // i PROJECT BENCHMARK - i '. ~ ~/ / 7 / / / ~ ~ ELEVATION= 1138.17 ~~. ~ E~X'( ~IIjlG~D~IV~V,~A/ ~ j ~ //~-. a, ~ / / ~ i - TOP OF CAP ON REBAR ~ ~ ~~ /~ / ~ ~ , . it ~~ ~~/ /~ ~, ~ ~ /~~ //~ /// ~~ ~~ / €. //~ ~ ~ PAFC~EL 19~ / ;~-/~_ ,,,B3ad k /~~/ / / ~ ~~~ / / l / i// / ~ ~ ~/ / / / ~~ / / / e / / / l ~/1 / / ~ 0 0. ~~ / / ., / Y ~ / j DRNN4CE aNO. FADypV CpiIR0. NOTES 1 1. z A x . ,1. 2, ~~EM~~' rD ca~smu<i <aro a ~~ a~ WRT i _ i ~- ' ~ I t° R ~ ~ --~- _ ~ ~ i' ~ . -- e r 5 ~ ~~-~~- i - ~' ~ A ~ n ~ -~~~ ~ ~ D ~~ AIB c-&SS- I I F W p 5 PN PANfl6Y T9&e> 2h1~6`J°) ~ fll ' R Pp °P=SI ~~ EW -a 6 A~ 2i 4a 140AI1 -4.C0 ~ 1 i - 0. ~ I I ~ I ! ~- ~ ~ i ~ i I q~~ x ~ k I u I ~ I R I ~ ~ ry `° wA ~ ~ ' e , rn b 62 D~ 1( w SW I WC IX/M W L ~- T -r~.~ I ~ ' ~- ~ i ~ .. ~ 695 ' _ _ W S 4 u 1 ~t ~ _ ~ I~ - 1 _~ ~ I TT_ ~ I SCIa~ ~.I' I ~ ~~.._. r " ~ - -I _ ~ // L -- Sn ~ G IAPCE _. ~ _ Mp'p5ID I M ~A0~ S ~ - ~ -~ ~ 1 r ~~ I ~ ~ - T_ _a--~~ ~ ~ - i ~ ~ ~ - _ ~ _ » w~ ~m g' m 4 _ .w s:oo 6. ROAD PROFILE STA 1+00 TO 7+25 Q9L2WiPL~ ,-_W. ~,..~~g,,,,,,, RECEIVED Na,roN:l-°Ip ~"`~ N JAN 14 2005 1/~&, a.1 xt~F OPR1S I.9;fNEElNNC, LLC Pitkin County Building Dept. 1orz LtlNEU T 1+00 ,2.D 12M 1190 IIW 11]0 1160 1150 DAf1N ~ PAFCEL Y8, SOPRIS NOUNfAfN RANCH PlTXfN COUNTY, COLORADO STAN CHEFF DRIVEWAY SITE PLAN ACCfiRS/DRNRRAY PLAN & PROFII.E S'fA. I+00 - 7+25 PEF CK YTN FILE N0. SXEET PER DATE 1f/a~ba YY18T.01 OF ~ SU9p9ADE A4D LWGPCi ip 95 iµDMO PRCCiCR IN , .W. AFFAS Wi90E Ci N51W4 R%VcYIAY ROON DETAn 4AIERN x0rE5 ~. ixE ccxroua wnavai p- mrs uaP n zrtcr. z. mE c4xneacroR vlau <W ruu xrs cwsnrocnox WFRLTIXJS WMIN TIE lIMI15 OF CIXi51RUC11pY. CM1RRCi0a SHAU NOI WER4R WiSOL ix15 NKA WiNWr mE rxw C%'4Ni a mE PacPERrr oxNEa NxNn. c GRAPHIC SCALE r~U ° ~(n aer .5 -_, ,.n _ _,= -~ ~~~ -~__- _- _-_-- - - _ --_ a Mq _ ~ S~ AH4HITECT0RA7, ~ - ~ % 'aqLL '- _ $ITE_ GRADING PLAN-- _ _ 4- -^ti°~_._ FOA DRIVE-IVAYJAOtlSE ~ ~. ._. _ _ _ LAY~IIT 7H4D-ERADING __ _ - 'es~ ~sr 43°06'00"E ~ \ 2gTh' 9g 76 \ ;3 ~ _ ~ ~, r~ ~ i = _ = ,:q DRIVEWAY GRAD/NC RY $E A' .., _ i0 ARLiIIiECNRAL GpgWNO ~ ,~~~ n _ - ~ ~ - = _ _. _ _ . AS -9,~T~~ c~~s __a,_ -1'js ~~~~ ~ ~% S ~T ~ql / \ PRW 2:1 SlWE MAX \\ I \ A ~~ F~ ~~j 9~ \~~~~ ~ I ~- ~ ~ ; .. > ~ ~ i T ~--- I r~~ ~ ~ ~ i ~ ~ ~ I ~ --- ~ ~ 30 ~~ _ _ I _ i - -~yl- ~ ~ s e 1 ~ _: ! i _ I ~ p~NRAL LEI fYG.R pT1kWA ~ CRADI /AYWr_AN - ~ ~~ ' ~ _ i __ i ~ ~~ ~ _ s s - I - 1 _-_ -T ~~ I ._ a - .~ 1 1 w S g i j , - i , _ i - '~ ~ I i r ~ ~ - I ~ ~ h-- I ' ~j ~ ~ r ~ - r rovose ' ~ D ,. -' - -_ - '' L ~ ~ I I ~ ~ ~ i ~ i I I " ~- I - - I ~ - I ~- ~ ~ ~ ^ ~ I i -~- ~ a ~ _~_at _ ~ -- -I L_~ li 134 W 12 W I I ~ i 11{W i I ID± W I 9ry~ O0 i 8a I W -~ i i I -KUAll YROFILE STA 1+00 TO 7+40 scat xwnzcxrar: ~=w' ~~~~~~~ SVBWgpE M'D LpIPACi fi 95% SIONOAFO PRGCIpt IN qLL PREpS WrSDE CF E%ISIINC OPoYEWgY Rnan SECTION nETAn. Nls DPAMgf£ Mlp EF09IX1 CIXIiFOL NOBS 2 9 fi ]' GENERAL NDIES RECEIVED mE CCNrWR wrtxvum mrs uqP rs zrEEr z. E cWmgcrm sxAU mvrAiN xs cavsmucnou mERgnaxs mmrx rxE uM is rc cavsmucrav. JAN 14 2005 p~,E ceNi GFETIWE ~EmR1Y O~MEilR Pitkin County Building Dept. ~~~~. }~ 2 g NO. DArd REVISION ~ /~/~3 ,fish` PARCEL 29. SOPR(S MOUNTAIN RANCN ~v' P1TKlN COUNTY, COWRADO ~m~%"""tr^~'`6 STAN CHEFF DRIVEWAY STTE PLAN 'RIS ENGINEERING, Du'. ACCESS/DRSVEWAY PIAN & PROFILE L Q)NSUD9' STA. 7+00- 12+00 504 uqw smFEi, suit AI DES. PER CX. YTN F/LS NO, SNEb'T C (IXi0 N, fq 916z3 nn ncv n.mn.. n, r.. ownn n~ { 1'11 1 I 1 ~~ .~~. _/ //p ~` t ~- _ __- _- y ~T~ ~O~ocb I -r~---a--r-o--c ,., ..w.x.o-.~.,..v. X20. ___ - J~' __ ! ~~ _ 1~ ~ ~___ __ T,x..v gJesrw nv _ -- ¢~sj~ I b - u _- ~y ' q, ~ ~J ~- ~ _, 1 r~.r,nk...an,~ _ _ ~ _ _~ __ _ ____ 2~ ~e„ ___ _ ~s T11 /// iTy. j 1230 1 / / ~ -t - ' )vm crucrvemrv¢rsnxivruerws \ ~~ 1 s4J ~ 1 Oi '' ,~ C~ syrt~ E-~~ nNx<rrvncrwvT.<xoru ~ ''~ pu~r°oam- ~ r, - J _ --- i -~ - 1 1 ~ ~ 2. ~-~ ~ ~ a 1 ~~ 1 1 I 1 ~ / /i I ~ ,~ y~ ~ 00~ J ~0 1 I: v i i~ ~~ ~ ~Qo~ l ~ I / T-T ` ~ ~`" ~:/ d~ l O '~•" rox nonx rwwarr.~, I 1 I~ / ~ HSTERWIHG ~ ~6 _~ 0 tl. it 11 ~ ~ ;}~~i ~ A~ /~ I I r l I / w g 6 ix5~ I I ~ ~ ~ I / ~ ~ / °-~+ p el?~o ~ ~~ ~~®~ 1 x~"~ it -/ -~~ n:~o~~~ ~~{'"+xw,~ I I ~/ ~ ~ ~ ~ ~ ~ ~ _~ y /~ __P_ -- -- - J po0 ~ / ~~n - ~o~~ ~ 53 ~ i'~ /vxm.. vxs L / / _ ~f can o / /rh%O i' ~~~ ~ocwne.v ~ i / qi ~ ur`x ~GRMInG rvID DISTVRBUILE r°` ~ _ T env\eLOPE t / 'o~ x, ~~y-f__ ~.~~ _ _. rnA ~~nw~eu+G enveise~_ _ _-_ _ - . ~ sITE PLhn -n•I p. yp,. p. U TM oaTM RECEIVED ~rv JAN 14 2005 Pitkin County Building Dept. I-O nra SO6FAGE LRJSNeO ROGK ~C~~a~p5 I-p• sLaP~ ( ( SLOPE I' ~ 2~ SLOPE I m REHOVe TOP501L.5 M.IPY b'CL/556KiGREGATE NYD RELOHPKT T095% BhSE COORSe LOHPKTeO STNipM.DP LTOR T095%STNYDMD \ PROLTOft ] ~Riv~'wnYSi:cTion ~~ ~~IS-~"(C-~~ t~p.~.~trnl ~< -#"~ are•- r-a~ 1 1 a m U E 3 1r 3 VV3 N ~ - _- o a ~ ~ 0 N ~ o 'a m bn i „ ,~ 1til.l