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pitkin.bldg.273717307025 (2003)
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. K ti Pitkin County Comm + t ~. This certificate issued pursuant to the requirements of the 1997 edition section 109 of the Uniform Building Code. It certifies that at the date of issuance, the structure as described below was in compliance with the various resolutions and ordinances regulating building construction and use in this jurisdiction. Use Classification: Building Permit: Building Address: Owner of Building: Owner Address: Group: Type of Construction: Use Zone: Description: DUPLEX (UNIT B) 2058.2003.pmrb 42555 HIGHWAY 82 ASPEN CO 81611 KENNETH MOORE PO BOX 5074 ASPEN CO 81612 R-2 V-N R-15-A PARCEL ID 273717307025 LOT 11, BLOCK 1, MOUNTAIN VALLEY SUBDIVISION. 3,930 SQUARE FOOT TWO-STORY RESIDENCE WITH A BASEMENT INCLUDES ONE ATTACHED 462 SQUARE FOOT HEATED TWO-CAR GARAGE, THREE BEDROOMS, THREE FULL BATHS, ONE 3/4 BATH, ONE 1/2 BATH, AND ONE KITCHEN. SPRINKLERED. Comments & Restrictions: BOARD OF ADJUSTMENT 2003-12. ONE GAS LOG FIREPLACE. 620 SQUARE FEET OF SNOWMELT. ~~ ~~"~' Date ~TC~ii f Bulding Offiaal Note: In all occupancies, except R, this certificate must be postetl in a conspicuous place near the main exit on the premises for which it Is issuetl. Any alteration or use of these described premises or portion thereof wi[fiout the written approval of the Building Official shall negate this C.O. and subject it to revocation. ~~ a ~ ii A~y.4t~ ~ i ~d ixrc I.~`" 1*yG t'hE a ~ J.J' 1' r ~l)~VlYll'`) ~~ ~'`J ` ASPEN ~ PITKIN COMMUNITY DEVE. ` PITKIN COUNTY 130 South Galena 970 / 920-5526 Aspen, CO 81611 970 / 920-5532 Inspection Line 1 spaces only Applicant tD complete numberetl JOR ADDRESS "" `"°""1'~~ I t/~ ,j ~ ,a~ In/ ~ ~j L 11V LEGAL LOT NO. /' ~ BLOCK /9 TRAC 2. DESC. ~ I ` OWNER "^MAIL ADORE 3. isr~ r ~ -r`c`-~-i ~ z ~,~ ,... ~I. ~ I _. _.... __. _.._ ~~XO L DESIGNER °" ~. "-.,'.. w~.rw.wwtbxaxuw."'ry'{A'IL O. 6. %~AG Lr~'~ t~ ~~ 5/G~/5 rs.o CLASSOF WORK .. ~.. ,,......w.,, ..,. 7• ,1g.NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ USE OF BUILDING ;g VALUATION OF WORK ~ ~' SQUARE FOOTAGE ~ d{, J.(" 9. $ Z oc+o :rot' 10.~2/~q~~, ~` 11. Is there food service in this building ^ vas ~ o , 12. Is LPG used? ^ vas NO 13. Parcel ID# 273'7 /7j 4 C~?~ ` 14. Remarks j _ 3 ~ ~ ~ f ~ ~/ b~ U • ~l U ui r N~= 3,_,..3oµo~'.,w.C 91a~ 4 ! USE TAX Z6 s ~ 2 o3~ 'aS8. ~L ' mt-~ ~I l G PERMITN enera .. . ~ CO ' EE ATTACHEbBHEET) _ DE ' PHONE FD I 63 FN LICENSE NO MH LICENSE NO MS RF LICENSE NO .. SN CENSUS CODE G.LS^_FEE a3 """'° ° ZONING FEE "" ~ 52. i , 8 2~1, Coq slrvct on~~"'" Typa o f C On Lot Aree uap Occup n cy G ~~n s TTT • ~ ~ r ~ '2 " Size of B> .. .. (total Square .I No. of Stories Ocu Load 7 / w /adr~r NO.OF BEDROOMS Use Zane Pre BprinNers Requiretl9 ~ ^No EXIST PDDED ~~ ` I Alarm System Regwcdl ^Yes .ONo No. of Dwelling Un is ~ OFFSTREET PARKING SPACES /~ Caveretl Uncovered ~..~....: seenvuc - oanrnprn AUTHORIZED BY DATE T APPLICAT""' . ..,...,.... ;.; ZONING , `p i H.P.C. r, „~ _.-~ ~ PARK DEOICATON ,-- ?_ ~ M~ ~ - ~'P ' ENVIRO. HEALTH PREBUEMRTAL APPLICATION ACCEPTED '' ] PLANS ECKED APPROVED FOP ISBUANCE ~ ENGINEERING ~ BY ~/ " ~ BY~+C- aY BY PARKS ~~ I I' d E ~ NATURAL RESOUR DATE DATE 1 Q DATE ~ _ It DAT .-r vtipd%Y FIRE MARSHAL ,~ m NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING HEATING, VENTILATING G ~~ _ ~' ASPEN CONSOL E OR AIR CONDRIONIN THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS V ,"I,-"S~YISPENDED 'b' °T OTHER i ~~ NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRIYCTI NOR ORK,S OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WOAk1S COK~IMENCED: PIAWMEN'Y OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXP.MINED THIS APPLICATION AND KNOW THE ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORRECY~ ALL PROVSSOON$ OF IAVJS AdID ORDM7ANOES GOY- . ERNING THIS TYPE OPWORKWtLL BE COMPlaEO WITH WHETHER-SPECIFfED HEREIN OR ' ^ DEPOSIT METHODS%OF 25%OF THE PERMIT VALUATION PAID iOR1T`/TO VIbLATE NOT. THE GRANTING OF (cpERM1T DOESTJOT PRESY9MEYO,GIVE AUTF OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR Y`OCAL"(AW REGUTAI'IFTG CON_ AT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL COSYMUST ~ ~~ ' gE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPL`EiION OF' AND/~ ECT 'BUILT (N CCjF~PLIANC ~.... I ~ ~ V O ~C 1DATE, _._ u WORK AND / OR ISSUANCE OFTHE CERTIFICATE O'PbbCT1PANCY. ^ EXEMPT. EXEMP70RGANIZATION ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AN_D FIXTURES IN PITKIN COUNN IS SUBJEGTTO•THE :3`°k'USE'YAX." ~~~~ ~~'~~"-~~ PROPERN LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID_ iNATURE Of OWNER IIF OWNER BUILDEFry ~ (DATET _- I THIS FORM IS A PERMIT ONLY WHEN VALIDATED p " " ~ VJOR'k`STAR"fED`4~IIYVT'OU'Yp1'TEi3 rgy Code Validation Plan Check Validation ! / Zoning Validation ~ Permit Validation 9.~j. Z,~ lP 9 /~ oc g~lS~%60 P ~ o ~'^" 3 _...~ : ~~ WHITE-FILE COPY "CANARY-APPGCANT -- 970 / 920-5090 -""ru~ , 970 0920-5448 Inspection Line Use Tax"Deposit Validation RE/K I _ _,:.. _.. ... , .:..« . ". .... : wy .....~:_v ..ne v.<.tt h u r, wtiss: ::' ., rvpe.w Yu 54t avni.:ho>M.XY ASPEN ~ PITI(IN COMMUNITY DEVELDPM~NT D;PARTMENI PITKIN COUNTY CITY OF ASPEN ~ 130 South Galena 970 / 920-552~~ 970 / 920-5090 Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 92D-5448 Inspection Line Applicant to complete numbered spaces only PERMIT ~~..1 General Permit JOB AODPESS 1. yZSS~E. }}IC~ttwe~ gZ CO LEGAL LOT NO. BLOCK TRACT OR SUBDIVISION (^SEEATTACHEDSHEETI _ 2. DESC. ~ I 1 1ovµT- N ~I/l.Li E DE OWNER MAIL ADDRESS '° ZIP PHONE FD 3. F t->,ET't5 ~''icu~E ~r (~, o $O~~ ~S 1'EN FN _ OWNER'S AUTHORIZED AGENT MAIL ADDRESS PHONE LICENSE NO ~l~o-3a9-`{I~o 4 ' esaek .~w~s P~WZt ~U. ox o7 ~ ~ LICENSE N0 CONTRACTOR '- ` ~ -" MAIL ADORE S PRONE .. ~i~o~ M$ 5.~tL~4rizot~ ! I rn-EC~r S7STer5 X33 ~"~2.IA S-r. Uats 50 03- 58~~ RF ARCHTTECTOR ENGINEER OFRECORD ""'' ~ "MAILADDRESS "~'"~ '" ''"' PHONE LICENSE Nb $N 6' l-.Ern~ ESI 2.C8 1"1 ~ A t AS C7 ' "'- "`"' ""-' EN RGY CODEfEE USE TAX CENSUSCODE G.LS. FEE C SOF WORK 7• NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ ,tea( IVyVA Z D USE OF BUILDING ^SINGLE FAMILY MULTI-FAMILY $ PLAN CHECK FEE^ PERMR F/EE~ ZONING FEE ~ ` ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER a~ r Y `"I VALUATIONOF WORK EXISTING 50. FOOTAGE TH SPERMR TAGE 10 9 s ~ TypeMCOnsWCtion OccuPancY Group LM Area ~ . ~ . ~ 2U 5 ' 11 . Is there food service in this budding ^ ves ~F.NO Size Of BVildinp (Tp1a1BRU0(eFIJ No. of Stories Occ. Loaf _ p 2 ,. ._~ m 12. Is LPG used? ^ ves ~,NO NO.OF BEDROOMS - Usa Zone Fire Sprinklers ReOulretlP Vas ^No t'~ ^ (~ ^ 13. Parcel ID# call 920-5160 Z /3 ! F I~O~OZS EwGnNG aooED Harm System Require0't ^YBS ^No 14. Description of Work -T-q Tlv (S Z]\Lt~r~G ~LQt NO. of DaNllog Units OFFSTREET PARKING SPACES i v i U tl .: Coveretl r e s co Scat SYST E L R.~TL~W;u+x~Ms " ~~~ SPECW. APPROVALS REQUIRED AUTHORIZED BY DATE V l (~ ~LJk~ t' IC. \ 1~ C A E)4~.5 ZONING ,. . H.P.O. !~ ( ~ •. ., ' ' ~~~~ PPAK DEDICATION ^ t~•~-s~ `{~ST~,F ~Cly-.LT r ~C ~V ~ ~ J s `-' HEALTH ENVIRO PRESUBMfiTPL APPLICaT1pN AC PTED PLANe CHECKED APPROVED FOPISSWNCE . _ ENGINEERING 9Y BY BY eY~ PARKS y/, ,/ I 3(9 ~o NA SOURCES DATE Da / S DATE DATE IRE MARSHA ~ ~ $ NOTICE .. _. ATER rAP' SEPARATE PEPMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING ASPEN CONSOL. SAN. DISr. . THIS PERMIT BECOMES NULL ANO VOID IF WORK OR CONSTRUCRON AUTHORIZED IS OTHER NOT COMMENCED WffHIN 12 MONTHS OR IF CONSTRUCTON OR WORK IS SUSPENDED ORABANDONED FORAPERIOD dF 180 DAYS ATANY TIME AFTER WORKIS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ^ MOMHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORPECT. ALL PROVfSIONS OP LX4VS AND ORDINANCES GOV- ~ OR ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN NOT. THE GRANTING OF A PERMIT DOES NOT PRESUMETO'GIVE AUTH_ ORITV'Tb"VIOTATE ' ' ^ DEPOSIT METHOD 5% OF 25% OF THE PERMIT VALUATION PAID A FINAL REPORT ON TOTAL ACNAL COST MUST AT ISSVANCE LAW REG(7lATING CON- OR CANCEL THE PROVISIONS OF ANY OTHER-STATE OF C(iCAL R IS MY RESPONSIBILITY TO STRUCTION OR THE PERFORMANCE OF CONSTRUCTION . gE FILED WffH M 90 DAYS OF SUBSTANTIAL COMPLETION OF . REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE COMAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE STRUCTURE AND/OR PROJECT I5 eUIL7 IN COMPLLANCE WITH ALL ~ DL ~ Y EfRC'L 1 N ~~T~ ~ APPLICABLE CODES ,~// ~ I . 1l7 K IXEMPT. EXEMPT ORGANIZATION ~~ //// ,.!~C~~7/~`~/^~_.-'L~,~ /O.S ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. sl rvaTURE OF CONrRACroR ` IDATt7 ' ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN ~IC NA~.L~ lr,~t(7~'Q C7 J PTfICIN COUNN IS SUBJECT TO THE.S%USE7AX. PRINT rvaME - PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OFOWNER pF OWNER BUILDER) "- (OATET ' THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED' VJITHOUT'PERMIT"VJILL BE DOV$LE FEE-~ ~ ~~"~ Energy Code Fee Plan eok Fee 2ohingFee GIS Fee P it F e Use Tax Deposit Fee Other Fees ~. s 9 ~~~ ~ I f.. ELECTRIC PLICATION 3 PITKIN COUNTY ~ COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN ^ 970 / 920-5526 130 South Galena "970 7 9~5=509d 970 / 920-5532 Inspection Line Aspen, CO 81611 970 / 9 0-5448 Ins ection 'ne PERMIT NO. AND6 EE'fj - ~.. r •.' - •:. vw„ ,... §iF.. $E .......,v;'u-.~Ykdv. f {~, m., s =",. '°'.e'' ~fF'<~ e ~ ','i,'. JOB ADDRE63 (## y', ) "' ~ '~ _: .PHONE OW ER CTRICAL C NTRACT " '- MAILING ADDRESS ZIP PHONE COLO. LIC. # - ic_`T ogp as t o a c~ u~q BUILDING PE MIT N OCCUPANCY GROUP $ ELECTRIGA VA TION ~ ~ E SQUARE FOOTAG ~ ~ ~ AL ING ~ COMMERCIAL ^ RESIbEt LD U O O BUI 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: OWNER/APPLICANT: The undersigned applicant to personally pertorm electrical work on the describetl property or residence hereby dertifes, as a condition of issuance of such permit, that the above described property or residence Is oWnetl 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 it reritafproperty (occupied or to be occupied by tenants, whether transient or permanent), nor will it be generally open to the public. It is understood that compliance wRh these assurances is a condition of tfie issuance of an electrical permit to the applicant pur- ~ electribal permit orany Section 72-23-111 (2) (as amendetl), and that failure to comply herewith will begroulids for re6ocatloh of tM1e rovisions of C R S nt to the . . . p sua certificate of occupancy issuetl with respect to the property or residence descdbed. Applicant: Date: PAYMENT OF PITKIN COUNTY USE TAX usE rAx PERMn FEE DouBLE ~MONTHLV OR QUARTERLY RETURNS WILL BE SUBMITTED Q ~ EPORT ON , "' DEPOSIT METHOD:'/:of 1 %OF MATERIALS VALUATION PAID NOW AT ISSUANCE A FINAL R ^ TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIM90 DAYS OFSUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OF CERT_IFICATE_OF OCCUPANCY - ~ APPROVED BV FIRE MARSHAL DATE MATERIALS VALUATION $ EXEMPT: EXEMPT ORGANIZATION RESALE: STATE AND PITKIN .. ,.. APPROVED BV HPC DATE ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .S°/a USE TAX. PROPERTY LIENS MAV BE PLACED ON THE OWNER SAND/OR THE CONTRACTOR'S PROPERTY WHEN ^ THE USE TA% IS NOT PAID. ... - ... ,..w.. NOrrcE C TANCE li ith f B ILiI SIG DEPARTMENT A CEP or comp ance w For all work done untler this permit, the pennittee accepts full responsibility .. the National Electric Code, the City of Aspen ordinances, and all other county resolutions, city ordi- APP ) ATE nances rate laws, whichever applies. Permit subject to revocation or suspension for violation of / ~ / O ~ any to s verning same. An accepted final electrical inspection shall be obtained prior to using l c m ~} o p et- ric I system. A fin lectrical inspection shall be requestetl within 48 hours after ingan tIC3 in I ERMIT VALIDATION I~ pP Q ~ d'fJ~/ 1 111 ~r~~ t 7 DATE RECEIPTM TOTAL .. ~ . SIGN RE PL CA DATE ~~ ~~- ( (^ PRIM NAME WHITE-FILE COPY YELLOW-APPLICANT n O z D z D O z m z c W m ELECTRICAL PERMIT APPL^ICATIO~i ,,.3,.. PITKIN COUNTY ^ COMMUNITY DEVELOPMENT DEPARTMENT CITY OF. ASPEN ^ 970 / 920-5526 130 South Galena 970 %"9"~0-509d 970 / 920-5532 Inspection Line Aspen, CO 61611 970 / 920-5448 Inspection Ine D59G..~OD~.pe/~ ~ PERMII/NO. ~ Z JOB ApOREBB (#AND STRE ~ ~ ~J XV /-./ PHONE - OWNER ~~ ~~_ ~~ 1 ~ ELECTRIC ONT~TOR MAILI A E ~ ~ /'1 ZI P}fON 6 " - 'g~(~"/'I~LDI PERM~T # D OCCUPANCY GROUP - $ ELECTRIC~La/AtUATION L ~~ '.CC•J/ L.S SQUARE FOOTAGE fDENT I A ING COMMERCIAL ^ RES USE OF BUIL ^ ALTERATION ^ NE~/V _ ` CLASS OFWORK ^'ADDY710N - ~ , CONSTRUCTION SERVf~E ~ OTHER a~~r .~. DESCRIBE WORK`IN DETAI'LIFORADDmoNa;Att'Elffittous,7NDi~~htErr`~E:r',Tor~aERawi~ocnnbnT2SF'~'dUs'R$;~;o~'c7R"c~fi's:"""""""""'" '"»""'""'"` .. ~.~~ 7~ L7a ~e ", ,F.. t, W~ _ .r,. -~ ,.. h~ ~. µ. n . v .. t- ~, ,y OWNER/APPLICANT: The undarsignetl applicant to personally perform eleMrical^wark on the described property or residence hereby certifes as a contlition of issuance of such permit, that the above described property or residence is owned by the applicants that ffie applicant Is not eh~ifged m the business of construction or remodeling: and such property is not intended for sale br resale, nor is i[ rental property (occupied or to be occupied by tenants, whether transientor permanent), nor will it be generally open tb the public. It is understood that compliance with these assurances Is a condition of the issuance of an electrical permit to the applicant pur- suant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and ffiat failure"to comply herewitfi w01 tie grounds for revocation of tAe electrical pennifbi any certificate of occupancy issued with respect to the prd{serty or residence descrlbetl. `" ~ ' Applicant: Date: ........ ...._,..~ ... ++r. ~:w r .v , nftrv...'y.. e~rv^M1rfF.1~!'M~T31+lMvw v ..t4tlwrcnraRV_-+: aN-Y't•_yd.¢' H~1"/ rWr} xn u_%N TKAII ,,... .... -nrv.. ... ..~w,.c rv en AN+WE PAYMENT OF PITKIN COUNTY USE TAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED DEPOSIT METHOD: 'h of ~ % OF MATERIALS VALUATION PAID NOW AT ISSUANCE A FINAL REPORT ON uSE TAx PERMIT FEE DouBLE Q Q ~/r ~~ W ~P TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OF CEPiTIFICATE-OF OCCUPANCY _ `~ ~ ' - APPROVED BV FIRE MAPSHAL DATE MATERIALS VALUATON $ EXEMPT: EXEMPT ORGANIZATION RESALE: STATE ANO PITKIN `"~~ "' ~~ ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FIXTURES IN PRKIN COUNTY IS SUBJECT TO APPROVED BV HPC DATE THE .5% USE TAX. PROPEFlTY LIENS MAY BE PLACED ON THE OWNER'S AND/OR THE CONTRACTOR'S PROPERTY WHEN ^ THE USE TAX IS NOT PAID. . _._ ., .,. NOTICE ith ilit f li f l i BUILDING DEPANTMENT ACCEPTANCE ' ance w y or comp ul respons b For all work done under this permit, the pelmittee accepts . the National Electric Cotle, the City of Aspen ordinances, and all other county reaolutions,cky ordi- APP OVED I DATE nances, state laws, whichever applies. Permit subject to revocation or suspension for viplation of any laws governing same. An accepted final electrical inspection shall be obtained prior to using l t 8 h ft b ~ f ~ -~ Q mp e - ours a er p the electricaisystem. A final electric^ in pection shall be requested within 4 ,,' Y / l ing an electric sta ti0 /~In PERMIT VALIDATION . / } / ~ ~ % ~ ~ , / iE/~.r/ -"" / W _ SIGNATUREGIGNATURE q~= DATE DATE ~ ~ ~i ~ ~~ G RECEIPT# I ..~/ ^ ~T / ( I/G G/ ply TOTAL ~ /- ~ n ^'~~ ``^/~ l . PRINT NAME WHITE-FILE COPY 'YELLOW-APPLICANT D "'I Z 2 Z m z C W m _-~~ Ll--~el~^.~ t~ __ ,--T~T~TT h~ o~TU~Y~ T-I g~i T~ -~'~ 1-i--- MECHANICAL PERMIT APPLICATION "~ ~ ASPEN~PITKIN COMMUNITY DEVELOPMENT DEPARTMENT I~T~~/J /n^ 4 PITKIN COUNTY +~J CITY OF ASPEN ^ /C~ °}r~/ /~Y~, t / /~ 130 S. Galena 970/920-5526 970 / 920-5090 (~~1 Li/ Asncn. C(7 Rt6T T 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMI NT O sox. ... h =? ..wv % . k a . . ,t..M ...,,-, .. i '_: n , u `~:: _.'i, -sG IICi JOB ADDRESS y - '~ a s ~ ~ . _,.__. PHONE WNER MAIL AD RESS 21P O ~ / I /1 ~ r y OWNER'S REPRESENTATIVE MAIL ADDRESS PHONE' LICENSE NO: MECHANICAL CONTRACTOR [[ MAILADDRESS ~- - ~ PHONE ~ LICENSE NO.~ r ~ /J Q USE OF BUILDING GENERAL CONTRACTOR BUILDING PERMIT Nq. ~~ t ,,.. . ~.,, r .,+. ,,, c. a.,.~.e ~ ~..~m..~.rc . crass of woRK: ~ NEW ^ ADDITION ^ ALTERATION ~ REPAIR Is there a restaDYant m this budding? 1~es ^ No WILL PENETRATIONS BE MADE IN FlRE RESISTIVE CONSTRUCTION?: ~ YES ~ NO f yes, a plan review Is required. Type of Fuel: Oil ^ Natural Gas ~ LPG ^ DescwaE wokK: PERMIT FEES No. Type of Equipment Fee ~' j ~ -~ Forcetl Alr Sysiems-GravRy Systems-8 T.U. ~- .....- - Unit Heaters Wall, Suspentletl or /' ~ 5L. J /~ ' Rr Dryer Vent _ .. . Appliance Vent Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAV BE REQUIRED Repair, AlteratlOn Or Addition t0 Existing System Boilers (includes vent) B.T.U. (7 ~ ~. SPECIAL CONDITIONS: ~~ AiY Handling Unit- C.F.M. Evaporative Coolers _ _.. Ventilation Fan _ ,-. Range Hboii APPLICATION CCEPTED: PLANS CHECHEDY APPROVED FOR ISSUANC Gas "piping' Gas Log or Appliance av _ __ .____ av _-__- sv -- Other Dare L _ ~. Dare ____-__ Dare _f ~~- Plan Review $ ° ' NOTICE . Fixture Fee $ THIS PERMIT BECOMES NULLANDVOID IFWORKOR CONSTRUCTION AUTHORIZED __ Permit $ IS NOT COMMENCED WITHIN t2 MONTHS, OR IF CONSTRUCTION ORWORK 7S "'- SUBTOTAL $ SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER . . WORK IS COMMENCED. __ _ _ _ Use Tax $ I HEREBY CERTIFY THATI HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ' ~ TOTAL FEE $ ,3Q NCESGOVERN- SAMETO BETRUEAND CORRECT ALL PROVISIONS OFLAWSAND ORDINA - INGTHISTVPEOFWORKWILLBECOMPLIEDWITRWHERIERSPECIFIEDHERERJOkNOT" PAYMENT OF PITKIN COUNTY USE TAX THE GRANTING OF A PERMIT DOES NOT PRESUMETO GIVE A>;1THORttYTO VIOLATE OR ~ MONTHLY OR QUARTERLY RETURNS WILLBE SUBMITTED. CANCEL THE PROVISIONS OF ANV OTHER STATE Ok LOCACLAW REGULATING CON p,NCE Ox CONSTRUCTION ~ '--' - ~-" -' STR CTION OR RFORM ~ DEPOSITMETHOD:O.SMo OF 25%OF THE PERMIT LABOR AND MATERIALS // ~GYI f~9 j'1 ~ ~ ' VALUATION PAIDAT ISSUANCE AFINALREPORTONTOTAL ACTUALCOST MUST ~ , n 6~ ,/r// 10~ 7 BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR CTgR OR AUTHORi2ED AGENT (DATE] SIGNATURE OF C ONTRA ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.VALUATION r / ~~~. .J L,,/6~p~ LLL ~~, / b ~ EXEMPT: STATE&PITKIN COUMY RESALE NO. / EXEMPT ORGANIZATION PRINT NAME ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUMI' IS SUBJECT TO'THE O.SNo USE TAX. PROPERTY LIENS MAY BE PLACED ON THE ' ' -- - - --- - ~ - - ~ SIGNATURE OFOWNER (IF OWNER BUILDER) (DATE) S AND/OR THE COMRACTOR S PROPERTY WHEN USE TAX IS NOT PAID. OWNER Permit Validation b.~%~UseYaxDeposli:balidation Plumbing/Mechanical Permit is being issued on the condition that all Items requested are on the approved plans. Any deviation shall require a change order/ or removal at the applicant's expense. ALL PLUMBING P,ND MEQFiANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. IF THE EQUIPMENT IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN AN HISTORIC DISTRICT, YOUMUST SUBMIT PLANS AND/OR ELEVATIONS INDICATING THE LOCATION OF THE EQUIPfuIENT, AS WELL AS THE EXACT DIMENSIONS OF THE UNIT BEING INSTALLED. COPIES: WHITE--FILE COPY YELLOW-APPLICANT ~pJ ~ ~ ~ ~/ ~° M EC ASPEN • PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PITKIN COUNTY CITY OF ASPEN ^ /~ 130 S. Galena 970/920-552 970 / 920-5090 ~~~~ ~ /~(JJ r Aspen. CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Irspecf~ori Line PERMIT N0. Permit Validation Plumbing/Mechanical Permit is being issued on the condition that all items requested or removal at the applicant's expense. ALL PLUMBINGAND MECHANICAL PERMI-. IS BEING INSTALLED ON'AN HISTORCO PROPERTY~OR WITHIN XN Hi5TOR1C tl:5%U'se Tax Deposit Validation ARE ~J INDICATING THE LOCATION OF THE EOOIPMENT; AS WEiL A9`THEEX/fbT DIMENSIONS OF TRE-ONIT"B G' INST%fL"LEO. I COPIES: WHITE-FILE COPY YELLOW-APPLICANT ~~ q ,, ' ~ /n G ~~~ X///>» J// _ ...z v+ .. .. ~'Guyktla4w.s+igi%G%MSSP .u W.rd i ,ikon ..e"kulndia..c..iwn v:y JOB ADDRESS a~ ~ OWNER - MAILADDRESS ......ZIP _... .. ..:., . ~,.x .. ca ., au. .a~.z ,--+P}T6N7` _:;:.M .,:A s;a. .. _ :.:a o-_. 6~06e X07 As ~ C~ ~~i 819 iN,'K_JC^J _ MECHANI AL CONTRACTOR '" MAILADDRESS PHONE LICENSE NO. - ... ..~ v_,~w~~.~, ,.,... ~,~.. _ - ARCHITECTORENGINEER MAILADDRESS ~~`~" aia~f7d~E "~~-'~ ~ LICENSE NO. GENERAL CONTRACTOR "" ~ - '- BU(LDING~PEPMR-NO. ~~ IN USE OF BUILD G // ~ nn ~t.~ d f l e Y:~ ^` -~ CLASS of woRK: NEW ^ ADDITION ^ ALTERATION ~ REPAIR ,IS there a restaLiPant in this building? Yes ^ NO. WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: Q YES Q NO „ If yes, a plan reVIBW IS regUlred. _... DESCRIBE WORK: ~., (\ r t .... Type of Fuel: Oil ~ Natural Gas LPG YtQ.~ t(L~ bO +° PERMIT FEES ' ~~"~ No. Type of Equipment Fee ir~ J' ~e.yL~~ Cuti, 4 llr Forced Air Systems-Gravity Systems-B.T.U. Wall, Suspended or Unit Heaters '~ 'e ~,p p,~~ Dryer Vent _.. >.,..>...«. ,~..nm.. __ Appliance Vent Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAV BE REQUIRED Repair, Alterdtlon or Addition to EXisting System --L--~ BoilerSjiricluBes vent)B.T.U. SPECIAL CONDITIONS: Air Handling Unit- C.F.M. Evaporative Coolers y} .. I,,..,.. _(~ Ventilation Fan ~ ,V} ~ T" `~~~J . _. Range Hoad APPLIC ON EPTED: PLANS C ECKED: APPROVED FOR ISSUANCE: Gas "piping" Gas Log or Appliance sv - ev ev Other _. _. ) ~ Dale Dale paid Plan RevleW $ NOTICE FixturePee $ THIS PERMITSECOMES NULLANDVOID IF WORK OR CONSTRUCTION AUTHORIZED ~ " ~"- Permit $ 9 IS IS NOT COMMENCED WTHIN 180 DAVS,iOFY IF CONS'PRUCTCON OR'4VORK SUBTOTAL $ SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANV TIME AFTER ( WORK IS COMMENCED. ~ Use Tax $ THEREBY CERTIFY THATI HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE " TOTAL FEE $ SAMETOBETRUEANDCORRECT. ALL PROVISION50F LA,WSAND ORDINANCES GOVERN- _. - - - ING THIS TYPE OF WORK WILL BECOMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. PAYMENT OF PITKIN COUNTY USE TAX THE GRANTING OF A PERMIT~G.NOT P UME T R G W T MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED REGULATNG CON LANCE E PROVISIONS O 66~1''IIyE R ST P LOCAL LA . STRUC OR THE PERFO CE OF G` NS RUC N. DEPOSIT METHOD OS%OF 25%OF THE PERMIT LABOR ANDMATERIALS ~.rl /.~ -~~G ' VALUATION PAID AT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL COST MUST Cl J BE FILE WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF W RK A O O ND/ R D S NATOynEOF CONTRACTOR OR AUTHORIZED AGENT (DATEI ISSUANCE OF THE CERTIFICATE OF OCCUPANCY VALUATION ~-+tlA,1n14S ~- ~r„ \V,y~ t ~~ j ~ EXEMPT: STATE&PITKIN COUNTY RESALE NO. ~ PRINT NAME EXEMPT ORGANIZ4TION \ ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE D.5%USE YAX. PROPERTY LIENS MAYBE PLACED ON THE SIGNATURE OF OWNER pFDwNER aUILDER) ~.~ OWNER'SAND/OR THE CONTRACTOR'S PROPERTY NIHEN'USE TA%IS NOT PAID. MECHANIC __ ~p Ste- a©~~ APPLICATION ASPEN~PITKIN PITKIN COUNTY 130 S. Galena 970/920-5526 n....,... rn st R1 t Q7n / A9n-FS'~~ Irisnection Line JOB ADDRESS ' ~~~ ' '~ ' I NER ADDRE .`".:... ZIP. /i ~0/ ! ~ ~((/N~ ( PHONE ~ LICENSE NO. WNE SREPRESENTATIV r- MAIL SS ~ ~~ MECH NICALC T CT M LADD S ~ PHO E ~ -~ LI'CENS'E NO'" "" "'" D y S ~/~dZ ~l USE Of BUILDING GENERAL COMRACTOR BUILDING PERMIT NO. ., ... ,.. _,,y„ ~ ,.ea w„W ..D. .._.. sass of woRK: NEW ^ ADDITION ^ ALTERATION d REPAIR Is there a restaurant m this buhlding~?~" Y'es ~ No ^ WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: Q YES O^NO If yes, a plan review is required. ~~ DescRleE woRK: Type of Fuel: Oil ^ Natural Gas Q LPG PERMIT FEES ~-_ No. Type of Equipment Fee Forced Air systems-Gravity Systems-B.T.U. '" Wall, Suspended or Unit Heaters '/ Y ~L Dryer Vent _.., .. - Appliance Vent' Htg., Refdg., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAY BE REQUIRED RepalY, AlteratOn Or Additi00 t0 EXlsting System Boilers (includes vent) B T.U ; ,. ,. SPECIAL CONDITIONS: ~ ... , Alr Handling Unit- C.F M. Evaporetive Coolers ' Ventilation Fan 1.J" P (~ ~/~._..-. Range Hood APPLICAT ON EPTED: PLANS C ECKED: APPROVED FOR ISSUANC Gas "piping" Gas Log or Appliance av .____ av __ -_ J sv -- Other .. Dale __ _ _ Dare ______ ___ ' o~ >~.~. _~ _ .Plan Review $ NOTICE Fixture Fee $ THIS PERMIT BECOMES NULLANDVOID IFWORKOR CONSTRUCTIDNAUTHORIZED Permit $ IS NOT COMMENCED WRHIN 72 MONTHS;OA IF CON$TRUCTIONOR`WORK'IS AVS AT ANY TIME AFTER SPENDED OR ABANDONED FOR A'PERIOD OF 180 D _ - ~ SUBTOTAL $ _,. _ SU WORK IS COMMENCED. Use Tax $ I HEREBY CERTIFYTHATI HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE _.. TOTAL FEE $ $AMETO BETRUE ANDCORRECT ALLPROVISiONSOF LAWSANDORDINANCESGOVERN- INGTHISTVPEOFWORKWILLBECOMPLIED'VGITRWHETRER S?EC7Fi'ED`LSEREIN`OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME-T6GIVE AUTNORnY TO VIOLATE OR'° CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW T7EGULATING CON--" STRUCTIQD~RTHE PERFORMANCE IJSTR~jOnON: ~~~'~ ~ ! /~ A ' `-c-+-~ ~ 'l I/ / 77 avsrt~CC....//11 ~~~/~/CY O' 7 V '-- PAYMENT GF PITKINGGUNTY USE TAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMII7ED. DEPOSIT METHOD.O.SMo OF 25%OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR SIGNA REdOsF CONiRADTOR OR AUT ORIZEO AGENT (DArcI~ ~~I ~ ~r~ K ` ISSUANCE OF THE CERTIFICATE OF OCCUPANCY VALUATION ~ EXEMPT: STATE BPITKIN COUNTY RESALE NO - PRINT NAME EXEMPT ORGANIZ4TION ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 0.5% USE TAX. PROPERN LIENS MAY BE PLACED ON THE ' ' - - - SIGNANRE OF OWNER (IF OWNER BUILDER) (DATE) SPROPERTY WHEN USE TAX IS NOT PAID. S AND/OR THE CONTRACTOR OWNER ' PerrnitValidaton ) Plumbing/Mechanical Permit is being issued on the condition that zll or removal at the applicant's expense. ALL PLUMBINGAND MECH IS EING INSTALLED ON AN HISTORIC PROPERTY OR WITHI CI9 0 920 509 , ~ ~ ~ 970 / 920-5448 InspectionCine PERMIT N 0:5°Te-Use Tax Deposit Validation order/ i i a n R 0 L z n 7 INDICATING THE LOCATION OF THE EQUIPMENT, AS WELL AS THE~EXACT DfFA~nTSI"rSNS OF~TfIE"UNYf"F~ERJG INST/lCt~ COPIES: WHITE-FILE COPY YELLOW-APPLICANT ~/' ~~~ ~J ~) ~' LV ..: . ....~.:~_, r _....~ _ ., ,,,., ~ s..w,~6IL.~li,~_.~~~ .~,~~~.-x~~ ASPEN ~PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 1 30 South Galena Street Aspen, Colorado 8l E11 City of Aspen 57C/520-SC50 Pitkin County 570/920-5526 BUILDING INSPECTION CHECK LIST c~~'S~ . ac~o3, Inspection~_ Reinspection Partial Complete Permit No. {~ h1r"1~ ^ STEEL (Behar) ^ ELECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC UILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ Water Pipe ^ Gas Log ^ Insulation ^ Drywall ^ Wall Cores ^ Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Strup. Slabs ^ Bonding ^ Gas Tag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ Special ^ Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers ^ Final ^ Final ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam ^ Final ^ Final ^ Zoning ^ Radon ~inal Accepted / Accepted as Noted ^ Rejected ^ Reinspection Fee $ ^ Yo ar quired tc make the following corrections on the construction which is now in progress: Con ct Fire Marshal for sprinkler insoectibn. of footing to be made available for 'No occupancy or use allowed before certificate of occupancy is issued. UBC '97 Sec 109.1 Nate: n Instructions to Inspector: DESCRIPTION: # Stories Garage: Attached Detached: Carport Bedrooms _ Full Bath _ 3/a Baths _ ~/z Baths _ Kitchen _ ACCESSORY UNIT: Living_Kitchen_Bath_Bedroom_ Fireplace: Make: Gas Appliance: Make: Gas Log: Contact Request Received PATE TIME NAME dd Request for~~?M~~''T~ W Th F pm TIM Date lnsp.~i Zav / Inspecto~ d~ Indepentlerke Press.lr¢. l~ 03N5 . . • ,..F_.., w.. ., .. ...!.,, ~ ., ~ r., ~' ASPEN t*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen,Colorado81611 CityofAspen J70/520-5p50 Pitkin Cpunty 570/J20-552E BUILDING. INSPECTION CHECK LIST o,.,,~~ Cnmolete Permit No. nspeuiui i ^ STEEL. (Rebar) ~ ,~~~ ~~N.,,,.~,,.. ^ ELECTRIC ~~ ~ -- --- UMBING MECHANICAL ^ APECC BUILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ Water Pipe ^ Gas Log ^ Insulation ^ Drywall ^ Wall Cores ^ Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Struc. Slabs ^ Bonding ^ Gas Tag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ Special Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers ^ Final Final ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam ~i final ^ Final ^ Zo ing ^ Radon / final Accepted Accepted as Noted ^ Rejected ^ Reinspection Fee $ ^ You re equired to make the following corrections on the construction wflrch is now m progress ..n. .4s ..: .,r. W ,....c]"G,~Gkb,..kYSA..~'q'4~n+¢>,fiEsf:.m#.~tin~~K~...~'Y<"~. 3~&+~.w« .w. .",.o-- 9. hevw...,.. d'e't ` Conta t Fire Marshal for sprinkler inspection ,. ,.. 'c.. ,... ::r;. ....., e.. wmrs.?ipx s.-2~c, ... ee~a'~~..,.iJ, >v ,¢r~~F s'„a s , ~~s.dAi rhnb ..rRJZ dux "'L..~`1G.~i *Rebar of footing to be made availa61e fior grounding F ~ : a~ ~ ~ ~.>~ .,~~:~ *No occupancy or use allowed before certificate of occupancy is issued: UBC'~'7'Sec T09 1" . ,. ~ .. .. ,, ....> ~ ..,a.n.,..,w. „iaaamw.. ~.ti.e,n -r;..w~~•5-.tk ~.~, k~1.a3.,.a~-., ,..~a,~x~,, .e s.:, . a~&.u«~+~S+SW,n~:: 3 Note: e ~jo~L`~/ ~O'( V ~ ~1 -'k3 •-+ RTO ~o Can-" a Cr~~~~P~~ ('~`~- ~ 1t~11 C.c.s Iii P~ ~c~ ?~/r-i3~r rJ • Cwt P ,,. .. _ n... .. op=.i xigk ,,d.vee, vM.-.fen gym,. Ta -.~x~t. ~`r e:a„. w,h~~x4s .. ~.:.~.,..~.~ a -,ue~v:~wnp-a,.N.r„;~vv .. .,.. .o :~: ..,. ., -..+~Y: n..a.,r.airr. aih w+':mae^r:*u~'+^0.A . ,-. Instructions to Inspector: u .. ..-,. ,..m. ,.< ~: .u, w, wwy.a~-w _ze..~r~.:we zs.n.,..,now :m ttueuu. aw,o:yc."rcr~"ha~`d DESCRIPTION: #Storie~-" I Bedrooms `~~ Full Bath ACCESSORY UNIT: Liying_ (llhar f IVt ~1~~ ~~~SC Fireplace: Make: ryy~ _ Garage a Att ched 2 C~~ Detached: Carport 3/a Baths ~. Yz Baths ~ Kitchen _ Kitchen _ Bath _ Bedroom Gas Appliance: Make: 0 Gas Lc Contact Phone!/~~~-~ L-T~~ Request Received <.. i I ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT Ins ection d Rei spection '130 South Galena Street Aspen,Colorado B'16'I'I City of Aspen 570/920-5090 n Pitkln County J70/920-5526 / ~i BUILDING INSPECTION CHECK LIST.,. Partial Complete Permit No~_~s p ^ STEEL (Rebar) ELECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC ^ BUILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ WaterPipe ^ GasLog ^ Insulation ^ Drywall ^ Wall Cores ^ Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Struc. Slabs ^ Bonding ^ Gas Tag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ SS.pecial ^ Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers L~Final ^ Final ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam ^ Final ^ Final ^ Zoning ^ Radon ^ Final opted ^ Accepted as You are required to make Fire Marshal footing to be ~ancv or use Note: Rejected ^ Reinspectipn Fee _.. _. ...~. ~~.. .,.., .,,~ ....«.. .w u.+..War~.a-sx x•w' ~...dwN'-,v+~ae...,uw.w~..„...«a,»r+J~xktiPY.yr/g~trswWNa'.~"k`wPwh:e»asRa:eri..• .. _ ., , . .... • . ., _ .._ mn~... .•~ usr.x,.»:~:« . m. .~._ ow wro.:: c,a, d~d~ ueT+.~,w,x wc~~y.,wa ... ~ „r , , .-.,. ,.. -«: ~ r , a . r w. ~.; a . x:.. c TMaawreaa+~rx s..onw+~e~L^c4« enr „YtM w » }~.sE Instructions to Inspector: DESCRIPTION: # Stories Garage: Attached Detached: Carport Bedrooms _ Full Bath _ 3/a Baths '/z Baths _ Kitchen _ ACCESSORY UNIT: Living_Kitchen_Bath_Bedroom_ Otl~er. _,. , .., .~. ,~u, ~ ,. w. ,.._~~, ~. ,.v:~„.:~ Fireplace: Make: Gas Appliance: Make: Gas Log: Owner indepentlence Press, Inc. _ Requestf Date Insp. avos ASPEN *PITKIN COMMUNITY DEVELDPMENT DEPARTMENT '130 South Galena Street Aspen,Colorado 8'161'1 City of Aspen J70/J20 50J0 n Pitkin County J70/920-5526 1/ /~O ,_ ____..__ o^.„n..,.,..,,.., BUILDINGrhNSPECTION CH"EComoleteT Permit No fQl / tel./ .,..r,,,,...,.. ^ STEEL (Rebar) ~---~---- LECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC ^ BUILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ Water Pipe ^ Gas Log ^ Insulation ^ Drywall ^ Wall Cores ^ Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Struc. Slabs ^ Bonding ^ Gas Tag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ ;special ^ Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers Final ^ Final ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam ^ Final ^ Final ^ Zoning ^ Radon ^ Final Acceppted ^ Accepted as Noted ^ Rejected Reinspection Fee $ ~„~You are required to make the following correcti .son he construction which.is now in progress: Rebar of footing to be made available>or grounding. -'° *No occupancy or use Note: _ - e. .. ..v. 1, v.4 Mt' v .. m..r < .. ~'. 1 rv% .sim_ .~.i vC :~J. [.' Instructions to Inspector: DESCRIPTION: # Stories Garage: Attached Detached: Carport Bedrooms Full Bath _ 3/a Baths _ '/z Baths _ Kitchen ACCESSORY UNIT: Living Kitchen _ Bath Bedroom _ Other. .._... Fire lace: Make: Gas A Iiance: Make: ~as.. " _. ,. P PP ~' c Contact Phone L~!/tU~ %~f d - / /_/__ J Intlepentlence Press, Inc. Request Received DATE TIME ME Request f W Th F a pm TI Date lnsp~l~~pector avos ~ ~.,,.< r..nr.~uSi e.,3F.-.9n'.vmM..~~.5+.ktiYV4S rvYe 9eflb,.~: NOV-28-2003 FRI 12;28 PM ~ ~5~~-J' ornntnnity /ji~~ pment ACCESS DRIVE'WA'Y DEVELdPIVT~ENT PERMIT, _ Permit Administnttiye Fee (nn refiinda) $500.00 Permit valid far one year unless vAI,~ rERly on Property Owner's Ne Property Owner's Ac Legal description of Located on the ~1f~ also known as^,~ Address of property FAX N0, P, Ol 130 S, Galena St, 3"' Moor Aspen, co 81611 (970)920-5526 1' ax (970) 920-5439 J ~~ ....... ..., _ «c-s_s«..~..mw.~w..,ri ~~~ 5~, Patce! ID number ofproperty to be accessed % C :S (Ckeek www.usnennirktn.eom or Call the Pitkin Cod the parcel ID number.) Construction to begin on (Dnte):~~_,.,.~ c 'y Is there existing access? Y~_ 1)0 other roads/ease For residential access, type/number dwelling units Z G For commercial, number/sq.R. of business Special Attenlinn: Applicants must go through a fidl review Depamnent for utility insffillation for areas with more ttk~n a 3i at T 8/u/ YES Included with this appUcation shall be_the following: E", briwway pl'Irr & profile ~., Drainago plan w/County Rd. shown ~:; Compliance with Land use approvals ~ Roan! of Adjustment approval (if applicable) a Cam" Spccifle silt or vicinity map ~ Access~asementggreements (If applicable) ~ Plans must be stamped & signed by a civil engineer ~ Written proof of a license or agreement to cross RTA property (i C applicable) Saving caretltlly read the requirements bul~w, I (Applicant) hereby agree to the teens and conditions described within. This Corm is a permit only when validated by County staff; work started without a permit will be charged doable the fre. NAM~+: Staff comments: 1 oft InetrucnonB• -°'contaot ma oe08~a^t orlisnsponatron crwur lace~eP•at~• ,W ~~•°••-. t--~---._o --_- . - contact the 19auin® authodly to determine whet ptaris and dinar docurtseMs are rgqurred to 6e submitted - with your application lete tMe TCirm (aDrrlB que5tltms may not apply to you) antl aaadn all necessary rlocun»nts anC - com p submit It to ma laauing erimorRy. Su6mlfan appticetiort breach aceaBS~ret7u~ested~ PlEifse nt or - H you have arty atrea6aag rontECt the issuing authority. Pn ~a ~. , . - -. Z}A1NI~~ . _ ,: 1)PiOP»hya*ner(Pemfiaeel ,.-. addreAa dy ~.. ....., -„.~;..__..ww ramateatlroee, 72.a E".,v"'ii~ :/1'~ y~' 'c-faG'// 2rPi i/7L.~W17 .AJ~. P~~~ Onen _. '...,_ »mte D piiOngPA Gp ~/GZI 7 . . _ ... .` . •'.. 3)PatlIB9ldpm toMarwee pdmrt(xpx~~n) p.. ~ + ! ~ y fa~ a G/ L7 ! b~ xeem -... mnWC MKM wra+l.oe ~ mmy - • / V O ~ Yw aeeeeelronr~ -.. 5)wlim elaedm.rrc~^Y N ^ S O E O N',,:.~.: d)WTStatero hiWn•^ ~ ])M merry aro pR]paead PCrnroM1em Me neemnt mile nret7 NprtmeMiwtkMopePaken atCee9 aom Ile naArmtaoM aVDaI'7 /} ~~~N~ !/.e/!~~ :: ••+... O bpt drch. N N aver. rest drele: N E )awn 8)CDeeklMrolfyeu BferxaaaenaP .•,, -_._.. .... ,+..w,~:.a.:, .+. ..~,....,a ...,„..:._; .._ x...~c:.4,. ^ new access Q temporal assess ~unprovement ~ exlsdng access ^ change in access t7aa '- removal of aCCesB .. __.. 9)WMtktDeaPpredmaroaeb yeu lntawto lmdn CPnvkPCtlont ~ / 101 DP WaNedge starry SetaNlgflNarattew pPenM" gmtz .riredleteiKPDM~nInwMdfyw lmveaptWerty Mterosl permit date- - andlar 7 s , : ) rro O yes, tt ye9 -. vihat are Me permit riumbar( - it)Dwre~m_AyrPWnY evMelawn«neve arry(ntefeele lnam/edjDwnlpsvpertyt .. -,.. ~. •.•:~ ...::... "~ ~~,,....:..:•: Jy~. no Oyes, if yes - please descr~e' 12)aiemere drmrexti drdedkemowMkeDeelN mWl., hlalwnye«aexbdbeeatnMrab«dadnP «ml~letMn`mpeay7 ..-.. '.. ... d~ i " ~y ,, nts. iniYrcate the proposed and a7clstlnq adCess po O np 7'l'~, r7yes - Ilst them on your Bans antl 13)hyvomP mgYeetMgD«nmeraal«iwuertlel eCeaee plaetie lndkae9 tlmtYPak mid numD«WDUeYreeeaaand gtpwaamAnoor«aayttl, are footepe deBCh.. f - -.. equaro aota0e twd,wm egiero rDDtePa .. lx»Inpee .;. 1q)Ityau erg repu»e[Inq epnculM»IaMdaoPP»»•FxW menyaeroewa Dro aK59e serval -.. •, .,: .". ._ r .. ,...: N^ ... .. 15)HSOU am m9wrMng'ealltlentlel deMNapamantaedeea:vdatNare hpet~lnala teh'IY. PDmImerR ra~hDeuw)end nl-tlDerotunN»7' win, .... ,,• twmberM unlm tYPa nimdNOrunlb .. .. .... .. . _.. . , lJ _~-- 1B) F+rwlde IheldlrnMAq' W~ opmtP»Nmv%wYarvCNC~Ie' n`tlfNw"11 uee"db e02tlle: Leevlml gk'trlbV'ettY then'd+wm'lig kNrt tdYnliLLrnCkwte Iryaurcoimte'oro ~ ~ iluhllfiek"""' „.:,. '.. ..^ , . ..-'. _.. ....- 3 peak trout volumas...ur average dallY arnr*orm.n..~ib+n,r.. ~~ eanm anew -- - se.~,m..aw,.~ .nwr.w..m.r~..wama Pa n«..ww..rnm+vAerNl TeW ewMOtNl.ahrcla 177 Checkwdh taebWlnP Pinll«7btOCMennlnnwhkhdTatdlplWrr9 eerlimanlsaee rotNM1 mEDmDratetneteNeviarYPUr APDIbPtbn. (pleneMeiAd De i"p'largeralen2a'x3tY) / el Prop«y map MMlcetllryloCrofacCw»,badndngmatls end seeeN. / ei Nk7I~+Ryendd,hsweAyplPnpdiiw [ 1) Proposed ooC6pB dedP~ DI ntNrla¢e Wan eDVMnglmpeRtadrehblrrreY MntoFway. ~ Prucolati eemi7kNpmeps lrCMJdn~9e9e`11P.^.[P. P) Ahgand leMxr?d»4arq tdtltybc»tbru bidvn end alFa'- D) 31enk~p erld etrldrloplPP». . dowlopmntM antl Weng tl+p rgDDOf-wry . a TmlSe corilltil Pfau. el 3uDdNle1«f. aPlhntt «deMepM[t den D IioddFrbltle/fn]uranee.:-. -" •. If en ertesa permitls lsaued'to ybuTfwMl'state the temis and cond(tbns fa* Ib~ use; Airy c~an'$`~"m'"tTie uYA~ol~me'PertnltTc+d~ access not consistent wkf! the tames and wndWdns listed on'diE`~trnlt may pe ddi~eldared a vblafidn of the permit. Ths applicant declares under penally of perJury In dta ssr:ond daQrM, and any etherappllcaWe state or fedemt laws, that atl Infortnatlvn°povldsd on Mtls foml and sub - attactrmedla are toYhepest;of dtslr knowledge true end compleeB. Md+c*ma~ewm. ~~ G Ii the applicant iB not t r of me property, we rerpilre Ueia BppACatian 61BO to De sigded 6y ShP D M r or the r legally audair4ad ream (Of o er aC` ~ rvrltCEn evldenDa). ThI9 slgnaD)re shall cOnstitut agreement wi1M ihlB appllcalien dy ali e . ~ rest I wrttllq. a a permit Is at>$Wdzad, the"pi•'dptMy d0)itt1Y Wi11 6a Ifsrad as ?ma parml(tea. VpannytwmrefgnAe -. _. ........ a-.~- / ( prsNem whom pq nureurmenM°.aw~miwra 11-25-03 17:59 TO: COL-WELL BANKER ASPEN FROM: EI1/ED DEC u ~ 2003 PITKi~! COUNTY BUILD.NG i7EPAt;NT rr~ ...... .. .. .::: ....m n::.l... _ ~ .... _. . City ofAsnen / r ~ Pitkin County Pit~cjrl "_~ ~ ~ County THE Cm"oF ASPEN -._ - --_. Efficient Building Program OWNER: Chris Moore PROJECT ADDRESS: 42553 East Highway 83, Aspen, C0 81611 PARCEL JD #: 2737-173-b7-025 CONTACT NAME; Kevin MacLeod, MacLeod Designs, Ltd. CONTACT NUMBER:,. (970) 927.8030 ' CONTACT E-MAIL ADDRESS: MDL@Sopris.Net PERMIT #: 20$8.2003.pm~b' (circle all that apply) TYPE OF PROJECT.' NEW SCRAPE-OFF REINODEL ' ADDITION New construction square footage: 4,276 s.f. Points required: 101 pts. Interior remodel square footage: Points required: Addition square footage: Points required: Detached garage square footage: Points required: ~ Ol TOTAL POINTS REQUIRED TOTAL POINTS ACHIEVED City ofAsnen/Pitkin County Efficient Building Program Checklist v W o ra N z °o. Please read the EB Guidelines prior to completing the Checklist. The EB Guidelines serve as the official code document for Phis program. u, o LEGEND ._._ _ .~.~ ,,..,.,,.. ..,.~.. . ~, .._ LL o 21 =Shaded box indicates mandatory compliance for all projects (14 for new douses / 21 fo>• additions/remorjels) . ... ,. ~, _,...,, ~ _ t9 70 =Dark outline indicates mandatory measures for publicly-funded affordable housing projects (PFAHj _.._ . .. N S =Self-cert~ed (Applicant's signature on this checklist §erves as cerUfication.J -_ Z ~ f 15 =Inspected (PC: Plan Check; 1. Foundation; 2: Framing; & Insulation; 4: Rough-ih; S~Final) ~ ~ w o P =Prerequisite (These measures must be achieved for the subsequent points to be gamed.) . i _ Quantity Levels ` = OL 1 = 10% - 25%; QL 2 = 26% - 50%; OL 3 = 51 % - 75%; QL d~= 76% - 100% s. ,, 2.0 DECONSTRUCTION /DEMOLITION & CONSTRUCTION DEBRIS RECYCLING PC $ . 2.1 Deconstruction Plah submitted with permit applicatioc (remodels and/or scrape-offs ohly) 4-37 2.2 Demolition debris reduced (4pointsrequired of remodels and/or scrape-offs; select from 21:1 - 2.2.6) 1 3 3 22.1 Wood recycled /composted (2.75% of all wood) " 1 3 3 2.2.2 Metal recycled (2 90% of alt metals) 1 1 3 2 3 2 2.2.3 Concrete recycled (s 75% of all wncrete) 2.2.4 Carpet pad recyced (90% of al(carpef pad) ~~ 1 1 2 2 6-24 2.2.5 Compaction (grinding, shredding, civshing, etc.) 2.2.6 Material salvaged for reuse (6 points per level) S S S 2 2 3 4-11) 1-4 2 2.3 Deconstruction materials donated to a non-profit organization 2.4 _ Construction debris recycled (4 points required of all new construction & PFAH projects; select from 2 4.1 - 2.4.3) 2.4.1 Wood soap recycled / compcsted.(1 point per Quantity Levi&I) -` 2.4.2 'Metal scrap recycled (a 90%of all unused metals) S 2 1-4 2.4.3 Cardboard recycled (1 point per Quantity Level) 2ntl Edition 9/03 City of Aspen /Pitkin County Efficient Building Program Page 1 .` S 5-20 2.5 Reclaimed lumber (5 points per Quantity Level) S 5-20 2.6 Reclaimed exterior trim / siding J inferior trim /flooring (5 points per Quantity Levey S 9-0 2.7 Recycled-content carpet {7 pointper Quantity Level) S 1-0 2.8 Recycled-content in decking materials (tpoint per Quantity Level) S 1-0 2.9 Recycled-content sheathing (1 point perQuantity Level) S i-0 2.10 Recyced-content or fiber cemenf siding (1 point per Quantity Level) S 1-0 2.11 Recycled-content ceramic the (ipoinfperQuantityLeveq S 3 1-0 2.12 Recycled-content roofing (1 point per Quantity Level) S 2-8 2.13 Rapidly renewable content flooringtised (2 points per Quantity Level) S 2 2 2:14 Buitt-in kitchen recycling center to include two or more bins ___.... ~.. -... , .. .. .:... . .. ..... ........ ,..,,. .. a .-,_.,, za Sub Total 3.0 LAND USE AND WATER CONSERVATION 1-3 3.7 Simple Footprint 1 3 3.1.1 5 4 exterior comers (no points for 3.1.2 or 3:1.3) i 2 3.1.2 s 5 exterior comers (no points for 3.1.7 or 3.1.3) 1 1 1-5 3.1.3 5 8 exterior corners (no points for 3.1 for 3.1.2)' 3.2 Xeriscape Landscaping (2 points required of ail PFAH projects; select from 3.2.7 - 3.2.5)) ' _ 3 1 1 3.2.1 Addition of organic materialto and aeration of soil S 1 1 3.2.2 Redudiod of turt areas. (.5:25% of landscaped area or 3000 sq:-ff. whicheveris smaller) S 1 1 3.2.3 All planting beds mulched'wi[h wood chips at least 2" deep " S 1 1 3.2.4 Approprratedse of low-waterilemandplants ' S 5 5 1 1 1-13 1 1-0 3.2.5 Zoned irrigation system 3.3 Water conservation by performance (2 points required of all PFAH projects; select from 3.31- 3.34) 3.3.1 ` One point for each gallon per minute savings over code requirements 3.3.2 Dual-flush toilet (1 point for each toilet, no credR for todeY under 3:3.1) 5 2$ 3.3.3 Compostingtoilet (2 points for each toilet, no credit for toilet under 3.3.1) 5 1 i 3.3.4 Only one showerhead in all showers 5 5 5 5 1-0 3.4 Drip irngationor no irrigation 3.5 Engineered/vege(atedswales tofilter stormwater runoff (7 point per Quantity Level of filtered run-off) 5 3 1-00 3.6 Planting trees beyond required frees (1 point for every tree ovef requirement) 1 1 3-8 3 5 3.7 Save and reuse alltopsoil and/or excavated fill on s@e ' 3.7.1 Topsoil reused on sfte {Indicate storage location on siEe plan) 3.7.2 100% of excavated fill reused on sde (Indicate storage location on site plan:) S 2-8 3.8 Site-rock reclaimed on sde (2 points for per level; Indicate storage location on site plan) S 4 3.9 Non-potable water usedforimgation. S 2-8 3.10 Pervious materials in "tjardscape" areas (2 points per Quantity Level) ' 1a Sub Total 2 2 2-02 3-12 Z-8 4:0 FRAMING 8 MATERIALS 4.1 Incorporate optimal value engineering (OVE) framing techniques (6 points, regwred of all PFAH projects) 4.1.1 24" O.C. stutls (3 points per Quantity Level for all framing) 4.1.2 Two-stud comers (2 points per Quantity Level for all framing) 2 2 2 2-8 2-8 3 4.1.3 Efficient headers (2 points' per Quantity Level for all framing) 4.7.4 Stacking joists/studs -eliminating double top plate (2 points per Quantity Level) 4.7.5 Building with 2' increments_ (a 75% of footprint) PC 3 4.1.6 Afl framing members shownbn drawings idplan and elevation 2 2 2 4 1-0 i-0 2-8 4.2 Oriented Strand Board in subfloors:.(1 point perQuantity level) 4.3 Oriented Strand Board in wall sheathing (Tpoint per Quantity Level) 4.4 Low-toxic Oriented Strand Board (OSB) (2 points'per Quantity Level) 2 S 2-8 1-0 4 4.5 Finger jointed studs br engineered studs for wall framing (1 point per Quantity Levey .6 Finger-jointed interior trim (i point per Quantity Level) 2 5 5 2-88 4 4-16 4-16 4-16 :7 FSC certifiedmatedal 4.7.1 FSC certified sustainably harvested lumber (4 points per Quantity Level) 4.7.2 'FSC certifed cedar shakesand/or shingles (4 points per Quantity Level) 4.7.3 FSC certified trim and flooring (4 points per Quantity Level) FRAMING & MATERIALS continued on next a e 2nd Edition 9/03 Cityof Aspen / Pitkin County Efficient Building Program Page 2 ,: 5 fia r7,putdoor structures, decking and landscapng forms ~ (2 points per Quantity Level) 2 5 2-58 3-12 3-12 4.8 SFI certified mater 4.8.1 SFI certified sustainablyharvested lumber {3 points per Quantity Level) 4.8.2 SFI certfied cedar shakes and/or shingles (3 points per Quanfifytevel) - 5 3-12 4.8.3 SFI certified trim antl flooring (3 points per Quantity Level) 5 3-12 4.8.4 SFI certified cabinets (3 points per Quantity Level) 5 5 3-12 2-8 4.8.5 SFI certified windows andlor doors (3 points per Quantity Levep. 4.8.6 SFI certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 2 2 4 2 14 2 4.9 Engineered Lumber used in floors and roofs (1 point per Quantity Levep '(3 points required of all PFAH projects) 4.10 Engineered lumber used to replace 2x10s or 2x12s for structural applications (z 75% structural material) -. 2 2 2 5-20 2B 1Jt 4:11 Structural alternatives to wood-frame construdioF (5 points per Quantity Level) 4.12 Structural insulated Panels (SIP'S) used for eMerior walls and/or roof (2 points per Quantity Levep 4.13 Factory-built or panelized construction (1 point per Quantity Level) 1 1. S 2 2 1-0 2 4.14 RecyGed-content Insulated Concrete Forms(ICF's) used (`2 75% of all insulated concrete forms) 4.15 Insulated Concrete Forms (iCF's) ~(1 point per Quantity Levep 4.16 Nonsolvent based foundation waterproofing (100% of foundation'waii' 1 3-12 4.17 Frost-protected shallow foundation (3 points perQuantity Levep 1 4 1-4 4.18 20% or more flyash cohteht (i point per Quantity Levep i2 Sub Total' PC S 9 1-10 1 5.0 ENERGY MEASURES 5.1 Performance exceeding the Model Energy Code 98 2 standard for APECC (1 pt for every 5% better) (4 pts for PFAH) 5.2 Window quilts br insulated window shades installed (s 75%of all exterior windows) PC 1 1 5.3 Mechanical equipment centrally located- ' ',. ~ 5 5 5.4 Energy Star© house (5 star rating on an E-Star^") PC 3 5.5 Energy 10 analysis 3 i 1 5.6 All ductwod< seated with mastic ~ ~ ~ ~~~ ~~- ~ ~ ~ 3 3 1 1 ~ 3 57 Insulate all hot water ~" ' "" pipes to all locations to R-2.5 5.8 Unvented crawlspace (conditioned, insulated walls, continuous vapor barrier, no vents, etcJ~ 5 2 2 5.9 Side-ann hot water beater 5 S 5 5-10 5 5 5.10 Energy-efficient boiler or furnace 5.10.1 87% (min.) efficient boiler or 94% (min.) efficient furnace 5.10.2 Modulating or sequentially staged boilers :~ 5 3 5.11 Outdbdr reset thermostatcontrol .. _ .. ..-.. ...,,, ..., .m...,, .. .,~,,.,.... ...... 5 PC 19 4 3 5.12 Highcfficiency gas hot water heater (stand alone units only) 5.13 Manual J calculatiohs used for sizing mechanicarequipment Sub Total 6.0 PLUM 5 5 2 3 6.1 Tankless water heater 6.2 "OnEemand" hot water system u Sub Total __ ...-.. >..... ;. .. 5 4 1-10 7.0 ELECTRICAL 7.1 Energy Stang appliances (1 point for each appliance) (2 points required of all PFAH projects) S 7 1 7.2 Clothesline (indoor or outdoor) 5 3 3 9Y 7.3 Ener -efficient clothes washer {selected from list on www.ceet org -Tier 2 or higher) 5 1-10 5 2 2 1u 7.4 Compact fluorescent bulbs (1 point for every 4 bulbs) (1 point requiredbf alt PFAH projects) 7.5 Efficient light controls (2 2 interior spaces controlled) Sub Total s„....:~... ..,.,~, .~... :.x~....:.:.< 8.0 INSULATION 3 2 8.1 Wall insulation is 70%. recycled material (z 75% of all wall insulation) 3 2 8.2 Roof insulation is 70% recycled material (z 75% of all roof msdlationy ' 3 4 8.3 Blown /sprayed msulatiod (2 50% of all insulation) 3 2 8.4 Formaldehyde-free or low-toxic insulation (s 50% of all insulation) 2"d Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 3 1-10 8.5 Single-pane windows upgraded (addibons andremodels only) 5 0.5 8.5.1 Ddubleytaied (no pdintsfoY8.5.2 ot.8.5:3) 5 1 1 8.5.2 Double-glazed with lowkcoating (no points for 8:5:1 or 8.5.8) 5 0.5 8.5.3 Spedraljy-selective filmapplied to historic windows (no points fdr 8.5.1 or 8.5.2) 3 7 8.6 Existing ceiling insulated to R-38 or to capacity (additions & remodels only) 3 5 8.7 Existing walls insulated td capacity or rigid insulation addedfoexteiior (additions & remodels only) 1 Sub Total 9.0 HEATING VENTILATING AND AIR CONDITIONING HVAC 5 1 1 9.1 Air destratification system 1-5 9.2 Natural cooling (1 point required of all PFAH projects) 5 1 9.2.1 Vertical shading devices for east andwest-facing glass 5 1 9.2.2 Reflective films on east and west facing glass or use windows,witM1 a SHOC of less than 0.45. 3 1 9.2.3 ~ Radiant heaf-reflective bamers installed on roof applications - _ S 1 1 9.2.4 Landscapingtnat shades east and west facing glazing during the summer seasoq(June-Au ust) 5 i g 9.2.5 Properly sized overhangs for south facing glazing area ...,-. 5 5 9.3 Nomechanical air conditioning 5 1 9.4 Evaporative woling (no points for 9,3 or 9.6) ~ ~ ~ ~ '~ ~~ 4-14 9.5 Air infiltration rate below specified levels (Blower Door Test required) (4 points requved of all PFAHprojects) 5 4 9.5.1 0.40 NACH (Natural Air Changes per Hour) 5 5-14 9.5.2 s 0.35 NACH (2.addttional points for every :05 NACH reduction) 5 2 9.6 Whole=House Fan codling (no points for 9 3 or9.4) 5 10 9.7 Convert electric resistance heat togas (additions & remodels only) 5 4 9.8 Replace electric water heater witha gas Water heater (addifions & remodels only) 5 3 3 9.9 Hydronic heat (z50% of heating system; no. points for 9.7) 5 8 9.10 Air to air beat excfianger 5 Sub Total 10.0 SOLAR 10-20 10.1 Passive solar space heating ... PC P 10.1.1 South facing glazing is oriented within 30 degrees of east or west of true south PC P . 10.1.2 Propedy sized overhangs (see Section 9.25for sizing calculation). PC P 10.1.3 Solar access is unimpetled under easements, covenants, or other private agreements " PC 10 t0A.4 Suntempered design ~ PC 20 10.1.5 Passive solar design ' 5 10 10.2 Solar treating system for domestic hot water (no oints f 10 3- 10 ' p or . or .4) 5 2 10.3 Active solar pre-plumbing (no points for 10.2 0~ 10.4) 5 15 10.4 Active solar space heating combined with solar domestic hot wafer system (no points for 10.2 or 10.3) 10-80 10.5 Solar-generated elec[ridjty ~ ~ 5 10 10.5.1 System size of 1 kW ~' 5 15-80 10.5.2 System'size of z 1 5 kW (5 additional points for every .5 kW supplied, with a 8 kW maximum) o Sub Total ._ . _.. ... .i., ... .., 11.0 INDOORAIR QUALITY S 1-4 111 Low VOC and/or low-toxic interior paint (1 point per Quantity Level) (2points requred of all PFAH projects) S 1 11.2 Solvent-free and/oLlow-toxic constiudion adhesives 23 1 1.3 High effidenLy air fiker ~ ~ ~' 5 2 11.3.1 High efficiency pleated (electrdstatically-charged) air fitter 5 5 11.3.2 High Efficiency Particulate Air (HEPA)filter PC 3 1 1.4 Rough-in #or radon mitigation (no points for 11.5) PC 5 5 1 1.5 Radon mitigation system completed (no points for 11.4) S 1.4 1 1.6 Solvent free and/or low-tonic wood finishes (1point per Quantity Level) 5 INDOORAIR QUALITY continued on next a e 11.0 INDOOR AIR QUALITY continued S 2 1.4 11.7 Low toxic floor coverings (1 point per Quantity Level) 5 3 3 11.8 Carbon monoxide detector 5 5-10 11.9 Non-atmospherically vented (sealed combustion) gas furnace boiler, or water heater (9 pts requiredfor PFAH) 3 2 2 11.10 Sealedmechanical room 5 5 5 11.11 Exhaust fan in attached garage or no attached garage S 5 5 11.12 Elimination of all particleboard inside envelope of house 2ntl Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 4 S 3 11.13 Elimination of all mdf made with urea-formaldehyde used inside envelope of house S 2 11.14 All exposed panideboard sealed 5 5 11.15 America) Lung Association "Health House" ~- 5 4 4 11.16 Mechanical Ventilation z1 Sub Total 12.0 INNOVATION POINTS PC 2 1-20 12.1 Innovativeprddud or design points 5 5 12.2 Altemztive fuel infrastructure for vehicle use PG 3 3 12.3 Lorahon-efficient project 5 76 12.4 Ground source heat pump -wind power fee s Sub Tdtal 115 TOTAL POINTS - __.. APPLICANT'S SIGNATURE: PRINT NAME: TITLE: . _.. NOTE: Signature indicates the applicant will comply with stated requirements. « « « FOR OFFICIAL USE ONLY » » » ~ Pc Plan Check approval by: Date: t Foundation Inspection Approval by: Date: 2 Framing Inspection Approval by: Date: 3 Insulation inspection Approval by: Date: a Rough-in Inspection Approval by: Date: 5 Final Inspection Approval by: ~ Dete: Efficient Building Program Deconstruction Plan 2.1 Required for additions, remodels, or scrape-offs only. Project Address: Submittal Date: Contractor: Phone: Property Owner: Date of Demo: Project Description: Project Size (sq ft) Deconstruction Contact: Phone: Deconstruction Plan continued on next page .. ........ . 1. Is the project a partial or complete demolitioNdeconstruction? Partial. Complete x 2. How much of the structure will be demolished/deconstructed? <_ 1000 sq ft s 2000 sq ft ~_ <_ 3000 sq ft ? 3000 sq ft 3. Lumber, metal, doors, windows, concrete, cabinets and some appliances can be recycled or donated for re-use. Do you intend to deconstruct project for materials recovery? Yes ~ No (If No, go to question 5) Refer to the Efficien# Building Program Resource Guide for a list of )oral riprnnstrricttnn .«~~ ~~~o~ „" r„r ~ r,~+..v 2"d Edition 9103 City of Aspen / Pitkin County Efficient Building Program Page 5 deconstruction materials accepted locally. 4. If you intend to deconstruct, who will be performing the work? Contractor Name 8 Phone Number: N~ti.~ C2 -nTtDNr ~CCA'VAT1N Method of disposition: Donatation? Recipient: 5. Will dem lition waste be recycled? Yes ~ No 6. What types and amounts of reusable or recyclable materials will this project generate? {Please complete table.) Deconstruction Material Table Material Estimated volume (sq yd) Reuse by contractor Available to others R ecycled Landfill* compacted) Other ex lain ( P ) Dirt Debis X, dumber X Structural Members X Wood Trim X Misc. Wood X Metal Drywall X Concrete X Asphalt ENE. Brick Other Masonry X Cabinets Appliances X Tile X Windows Doors X Carpet X Carpet Pad If you choose not to deconstruct or recycle your demolition debris, it must be compacted prior to leaving the site. The city of Aspen and Pitkin County are interested in increasing reuse of deconstruction waste and reducing the amount of all construction and demolition waste sent to the landfill. By completing this form you provide useful information and qualify for this prooram. 2"d Edition 9103 City of Aspen.! Pitkin County Efficient Building Program page 6 ,:, ~ _ r,, 't'ABLE OP Ce]I~'~`1E~1['S PURPOSE ANb SCOPF, OF STliDY .................. ................ I PROPOSED CONSTRUCTION ................ .................. I BUILDING AA'D SITE CONDITIONS .................................... 2 FIELD EXPLORATION ....... . ................................. . . .... 2 SUBSURFACE CONDITIONS .......................................... 3 FOUNDATION BEARING CONDITIONS ................................ 4 I7ESiGN I27wCOMMENDATIONS ........................ . ..... . ........ Q Q FOUNDATION'S. ............................. '. , ............ FOUNDATION AND RETAINING WALLS .......... . ............ . . S FLOOR SLABS ................................................ 7 UNDERDRAIN SYSTEM .......................... . ............. 7 SURFACE DRAINAGE .......................................... B LIMITATIONS ..................................,................... 8 FIGURE 1 -LOCATION OF EXPLORATORY BORINGS FIGURE 2 -LOGS OF EXPLORATORY BORINGS FTCxURE 3 - LEGIrND AND NOTES FIGURE 4 • GRADATION TEST RESULTS TAI3;I.E I -SUMMARY OF LABORATORY TEST RESULTS PIJRPO$E AaW SCOIsE dF' STUIDY This report presents tl'-a results of a subsoil study for a proposed duplex residence to be located at 42553 hlighway $2, Pitkin County, Colorado. The project site is shown on Fig. 1. The purpose of the studywas to develop recommendations for the foundation design and to determine the groundwater Ievel. The study was conduoted in accordance with our agreement for geotechrtical engineering services to Peter Kelley c% The Aspen Brokers dated on I3ecember 2, 2002. A field exploration prograrn consisting of exploratory borings and a site reconnaissance was conducted to obtain information on subsurface and existhtg structure conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other,engintering 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. Thzs report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering oonsiderations based on fhe proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION Building plans for the duplex were conceptual at the time of this study. We understand that construction of a basement level isglanneri if feasible. The existang duplex will be razed prior to the new construction. We assume the proposed duplex wi111~e a two story wood frame structure with attached garages. Ground floors could be slab-on-grade or structural above a crawispace, Grading far the structure is assumed to be relatively minor with cu[ depths between about 4 to 6 feet. We assume relatively light foundation loadings, typical of the assumed type of construction. When building loadings, location and grading plans have been developed, we should be notified to re-evaluate the recommendations contained in this report. ,. ,, ,y-a Gaomecw rmrt-cam ... ...., ~. ...~,.._-.. .. '~' - 13titLD1NG AND SITE CONDITION5 Tlae site is currently occupied by a single story, wood frame duplex over a shadow crawlspace located on the northeast side of Highway $2 approximately'/4 mils south of the Aspen city limits. The property is bounded by East Lupine Drive to rte east (uphill) and Highway tl2 to the west. The Mountain. Valley subdivision in located uphill to the east.and other single family residences are located on adjacent properties. We understand that the existing duplex was built in fire m.d-196Ug. ?. combination of peiiuteter footings with cinder bIoek walls and interior pads were used for support of the building, The existing structure appears to be in relatively good condition froth a foundation viewpoint. Our review of the building interior conditions showed only minor indications of building movements. The proposed duplex is planned 8o be located roughly in place of the existing duplex. Approximately 8 inches of snow wvered most of the lot at the tune of our field exploration. Site dastuxbances consisting of relatively shallow cuts and probable lilts were observed op the property that likely occurred during the subdivision development andlor canstructiott of the existing duplex. Highway 32 roughly follows the eastern edge of the Roaring ForK River and is elevated slightly above the ground surface of the duplex propezty. The ground surface surrounding Ute existing duplex is relatively flat and is nearly level. A steep slope (up to East Lupine Drive) is located to the east. Vegetation around the existing duplex wnsists of scattered aspen trees with a'few shrubs. Boulders up to 2'h feet in size were observed on the hillside to the east. FiET.U EXl'I.(DRF1TIOii' The field exploration far the project was conducted an December 5, 2002. Twa exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface conditions. Boring locations were coordinated dvith the architect, ICevizt MacLeod, and were located as close to the proposal building footprint as practical considering drill rig access and underground utr'lities. The borings were advanced with 4-inch diameter continuous flight augers powered by a truck•rnaunted CMB-4SB drill ... _ . ,~....,...,...~... a. .~ M ._w ate.: ~., ,~. u4.~. s~:x,~v -3- rig. Hand-slatted PVC pipe (lY diameter) was installed in the borings to the depths shown on Fig. Z to monitor groundwater levels. The borings were logged by a representative of Hepworth-I?awlak Geateahnical, Tnc. A subsequent site visit was made to observe the interior of the duplex and arawlspace an December 2.3, 2flfl2. Samples of the subscils were taken with ls/s inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils, at various <tepths with blows from a 14q pound hammer falling 30 inches. This test is similar to Lhe standard penetration test desa'ibed by ASTII~I Method. D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. 17epths at which the samples were taken and the penetration resistance values are shown 9n the Logs of Exploratory Borings, Fig. 2. The samples were returned to oui laboratory for review by the project engineer and testing. SUBS'URF'ACE CdNAI'CIO, NS, Graphic logs of the subsurface. cogdicions encountered at 2he borings are shown on Fig. 2. The subsoils generally consist of between about 3?/z to 8 feet o£ fit! overlying mostly low to medium dense, sligtatly silty to silty sand and, gravel captaining gobbles and baulc+ers to the maximum explored depth of 21 feet. Drilling with auser equipment d boulders, and drilling below the &11 at Boring 1 was difficult due to the cobbles an _ , „_, , refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content and gradation analyses. Results of gradadan analyses performed on small diameter drive. samples (minus 1 % inch fraction) of the subsoils are Shawn on Fig. 4. The laboratory testing is summarized in Table I. Pree water was encountered ist the borings between about 8?/z and 9 feel below the ground surface. We expect that the water Ievel will rise during seasonal rise in the Roaring Fark River. The subsoils above the water level were maist_ -4- FObTNDA1'dQN 13F..4.Ril~G COJVDd~'ION$ About S feet of fill was encountered at Boring 2, located nearest to the existing dixpD.ex. Based on the subsurface profile and our review of the site conditions, it appears that the property has beers filled and the existing duplex foundation bears on the fill. 7'lae property may have been filled due to the shallow groundwater condition. Considering the subsurface condiiions encountered at the borings, spread footings placed on the natural sand and gravel soils or compacted structural fill can be used for support of the proposed duplex. The subsurface conditions crou,ld be variable beneath the existing duplex and further evaluation of the bearing condiiions should. be wnducted at the time of construction. Groundwater was encountered between about 8i/a and 9 feet below the_ground surface and could rise during spring runoff. Due to the relatively shallow groundwater and IikeIy rise in water 1cveI during spring runoff, extending the basernent level into the groundwater level, which would require permanent dewater, does not appear feasible due to potentially high pump flow rates. It appeazs that excavations up to about S feet below existing ground surface should be feasible. Groundwater monitoring sD7ould continue through the 2003 spring runoff to further assess the approximate high water level. DESIG)q diECO1Vd1YiE1VDATdONS FOLDNDAT10N5 Considering the subsurface conditions encountered in the exploratory bdrizzgs and the nature of the proposed eonstructrion, we recommend the building be founded with spread footings bearing on the natural granular subsoils or, compacted structural fill. The design and construction criteria presented below should be observed for a spread footing foundation system. 1} Footings placed on the natural granular subsoils or oompacted structural fill should be designed for an allowable sail bearing pressnte of 1500 »..:....... ~.P Ge0'rECH -- - - _g. psi: Based on experietace, we expert settlement of footings designed and consttuoCed as discussed in this section will. be, about l inch yr less. 2) ~'he footings should have a minimum width of I~ inches, £or continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above. their bearing elevation for frost protection. Placement of foundations at least 42 incktes below exterior grade is typically used in this area. 4) Continueus foundation walls should be heavily reinforced top and bottom to span Ioca1 anomalies such as by assuming an unsupported length of at least '12 feet. Foundation walls actang as retaining structures should also be designed to resist lateral eartltpressures as discussed in the "Foundatinn and l7eiaining Walls" section of this report. 5) Ali existing fill, topswl and any loose or disturbed. soils should be removed and the footing.bearing level extended,down to undisturbed natural granular soils. As an alternative, the existing fill could be evaluated for suitability to support new foundagons at the time of construction. Structural flit should be compacted to at ]east 98'3'o of the maximum standard Proctor density at near optimum moisture content, Bxcavation cut depths should be kept relatively shallow to avoid construction below the groundwater level. if free water is encountered, the footing arias should be dewatered before concrete placement. A shallow depth of crushed rock (up to about 1 faot) can be used to facilitate dewaterigg and construction in the dry. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOI.TI'DATION AND RE"I'AINFNG WALLS Foundation walls and retaining structures which are lateraily supported and can ba expected to undergo only a slight antount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 50 pcf ' H-PG`eOTECM nrn. w w.--. _.. ..~ ___. _.. { - for bac~ill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the duplex and can be, expected to deflect sufficiently tq mobilize the full active earth pressure condition should be designed fur a lateral earth pressure computed qn the basis of an equivalent fluid unit weight of 40 pdfor hacld'ill consisting of the on-site granular sails. All foundation and retaining. structures, should be designed far appropriate hydrostatic and surcharge pressures such as adjacent footings, 2rafflc, 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 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. 13ackf1l should be placed in uniform lifts and compacted tq at leasi 90% of the maximum standard Proctor density at a moisture coptent near optimum. Backfill in pavement and walkway areas should be compacted to at least 95%a of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, stnce this could cause excessive, lateralpressure on the wall. Some SeCtlesr}ent of deep foundation wall backfill should; be expected, even if the material is placed corcertIy, and could result in distress to facilities constructed on the backfill. The lateral resistance of;foundation or retatning wall footings will be a combination of the sliding resistance of the footing on Ilse foundation uzaterials and ,passive earth pressure agaiast'the side of the footing. Resistance to sliding at the bottorns of the Footings can be calculated based on a coefficient of friction of 0.45. Passive pressure of compacted backfill agairtist the sides of the,faetings can be calculated using an equivalent fluid unit weight of 350 pcf for moist backfill and 200 pcf for buoyant backfill condition. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety sltquld be included in the desid to limit the. swain which will, occur. at the ultimate strength, particularly in the oase of passive resistance. Fill planed against the sides of ..,....-.- .... .... _, .... N.P GEOTECH ~- the :footings to resist lateral loads should be compacted tc at least 95% of tlra maximum standard Proctor density at a moisture content near optimum. F1,C7017 SLP.BS The natural on-site soils and compacted structural fill are suitable to sapporr lightly loaded slab-on-grade construction. The floor slab elevation o£ the building shocild be kept at least 2 feat abo+ie tkte high groundwater level. To reduce the, effects of. some differential movement, floor slabs should be separated from all bearing watts and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due xo shrinkage cracking. The requirements fox joint spacing and slab reinforcemetli should be established by the designer based on experience and the intended slab use. A minimum A-inch layer of free-draintn ravel should be laced beneath basement level, slabs to facilitate. ~gg P drainage. This material should consist of minas 2-inch aggregate with at least SO% retairtad on the i`lo. 4 siege and less than 2% passing the No. 2t10 sieve. Interior lateral drains should connect the drain gravel below basement lcveI slabs to the perimeter foundation drain system. .Atl fill zuateriais for support of floor slabs should be compacted to at least 95% pf maximum Standard Proctor density at a moisture content near optimum. Reyuired fill can consist of the on-site granu]ar soils devoid of vegetation, debris, topsoil. and oversized rock. UNI3ERDRAlN SYSTEM Free water was encountered during oue exploration at relatively shallow depths and it has been our experience in the azea chat the groundwater level can rise and local perched groundwater oan develop during times of heavy precipitation yr seasonal runoff, 1"rozen ground dtuing spring runoff can create_a perched condition. We recommend below-grade construction, such as retaining walls, crawtspace and basement areas, be protected from wetting and hydrostatic pressure buildup'by an underdrain°'- systens~ ,... _ ,r( ~'! ~ IN c~%'lG H_P GECrECH -8- The drains should consist of drainpipe placed in tlse broom of the wall, backfiIl surrounded above the invert levgi with free-draining granular material. The drain .,: should be placed at each level of excavation and at least Z feet below lowest adjacent finish grade and sloped at a minimum A% to a sump and pump. Tree-draining granular y i 2% passing the No. 200 material used in the underdrain s stem should contain less than ,. sieve, less Yhan 50% passing the No. 4 sieve and have a maxinxuna size gf 2 inches. The drain gravel backflll should be at least 2 feet deep. S[IR:PACH 1?RAdA'AGE - The following drainage precautions should be observeei during construction and maintained at all times after the duplex has been completed: 1) loundation of the. foundation excavations and undersiab areas should be avoided doting construction. 2) Exterior backfill should be adjusted to near optimum moisture and p Bard Proctor density in tom acted to at least 95°k of the maximum stan_, , ,, pavement attd slab areas anti to at least 90% of the maxirnurn standard Proctor density in landscape areas. 3) The ground surface surounding the exterior of tire. building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first IO feet in unpaved oleos and a minianum slope of 3 inches in the first 10 feet in paved areas. Free-draining wall bacl~ll should ba capped with about 2 feet of the on- site finergrained. soils to reduce surface water. iarfiltration. ) po arge well beyond the limits of 4 Roof downs uts and drams should disch all backfill, LIMITAT'IOI~iS This study has been conducted in accoadance with generally accepted gevtechrdcaI engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and zecommendatians submitted ,.. ~ . H.p G.oracH -9- in this report are based upon the data obtained from,tl?e explvratory borings drilled at the. Iooations indicated on Ptg. 1, the proposed type of construction and our experience in the area. Our findings inclade interpolation and extrapolation of the subsurface conditions ident~ed at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. IF conditions encquntered during construction appear different front those, described in this report; we should be notified so that re-evaluation of the recommendations Wray be made. This report has bean prepared for the exclusive use by ouz client for design purposes. We are not zesponsible for technical interpretations by others of our inforrnation. As the project evolves, we should provide continued consultatiian and field services during constr-uctign zo review and monitor the ianplementa[ion of our recommendations, and to verify that the recom;uendadons have been appropriately interpreted. Sib ificant design changes may require additional analysis or rnodificaiitans to the recommendations presented herezn._ We recpmmend on-site observation of excavations and foundation bearing strata and testing of structural fill by a rapresentaYive of the geotechnical engineer. Sincezely, 1~IBPWGRTH - I'AWI;AK GFQTECHI±IICAL, INC. Trevgz L. Knelt Reviewed by: Steven L. Pawlak, P.E. TLK/ksw cc: Kevin Macleod ... . _n „a .~ ~.,.~ HEPWt3RTH=PAWLAK GE4TECHNICAL July 24,2063 Hepi,,rch•Ne:uhak. tae.o:ech::icr,l, h,.c. 40c0 ~ uunt~ F , to 154 C le lWUn~ $pu > Cctor,uu ~?bb1 'rrne ''iJ•)i~ 1954 Fax: 9'^-94:i•S?ie email h~R=at~Ght ;easch...;mt Peter Kelley c(p The Aspen Brokers ?20 E. Durant Avenue Aspen, Colorado $1613 JoU ~o. 102 IG3 5ubjact: Summary of Water Levels, Proposed Duplex Aesiderzce, 42553 J:iighway 82, Firkin County, Colorado Deisr 1vSr. Kelley: A.s requested, we have continued to monitor the groundwater levels in the borings drffle:d as part of our previous subsoil study. A summary of the water levels measured this spring and summer is presented below. We previously cnnduct~d a subsoil study for design of fourdatiors at the site ar;d presented our findin8s'in a report dzted December ~l, 2RR2, Job Yo. I021(i3. The water levels in the borings were measured through the peak in the groundwater level. The boring locations are shown on Figure 'l. The waxer levels were measured between depths of 6 and 7'i4 feat. Water level. readtttgs are surnrn.arizecl below.'l"Ite water levels measuredrn December 20(32 were F~etwe~n 8'l_• and 9 Peet. Dopth to Water LeJel ftt) Boxing Na, t'VC PrPth (Lc} 5136/05 G(4,4J3 6rt ti0S GlIG/Q3 G/2G/U3 7Iw'03 7,~tDiD:i 7/1(i/CU 1 14.() G.3 6 G.3 6.5 6.5 6,~5 7.1 7.5 2 19,Q 5.7 G.5 G.S G.R C.8 7.(3 7.2 7.S If there are arty quesrions qr i£ we may be of further assistance, please let us know. Sincerely, 1HEPt~tJ'ATH -PAWLAK GE`?TECHNTCAL, FNC. Trevor L.Knell Abv. by: SLP TLK/ks~v attachment Figure i -Location of Exploratory Borings cc: Kevin MacLeod Parker iG3-Ei4L?1l9 • Colorado Springs ?19-633.562 5i1~•.=*rhorne 970.4fi8.1989 __ a _. ... y ... ~ _„. a. ~ ~ .o=,~... _, ...~. ., ~~.~~u~ O fn O 1 ~ ...~ 1 U i W {"' F ti w ~ ~~o nem~ Q ~ ~ Q .l.' J Q 1~ °" ~~ ~ i ~ _, i ~ I I ' ~ ~ ~ ~ i f I n: C7 I i ~ u T ~ 1 P ff C I f 4 4i I I I I d ~ r ~ I 1 i I ~ _ ~ Ik W. w ~ V7 Vi ~ _ f { 1 W C O t ~, I I o y 1 U pp ~ } ~ H N a ~ U U I r ~: I ~ O a n z~ i ~ R~ I ~ r r~ u J ~„~~ ~' I I4 i w f ~ ~ N C~ ~~ ~ ~ y ~ r 6 ~ n G '= u7 h 1 a '~ QyA O ~ ¢ = N ~ H C 1 i z` O Z ¢ J ~ Lrl W 7 ~. i v M I !'7 O T V' ^' C . ~iu LSJ _ to Y U a WI N y 7 IT 1 I { nYE.PEwWay u:a. a , '~ SJ~' ~ +/T._a~ e^e' ~ Y 41 NR. 7 NR 10 NW. Yb WN. 80MW. 1WW. • MN. 1 MIN. Op. ~e0 170 r10 A K it4 O 90 iq ~ ?o TO Z ~ ~ ao d ~ 60 a w w r aY m z r so ° V w ~ 66 Q w ao a To ~ eo to e9 e . .'. ~ t'7"~R~i i9o aT.SS 70.4 , - ~9Z. .Z~ . COl .002 .000 .009 -010 .Oa7 ,01'1 .YLO .J00 .8x00 1.19 Ya.S i4 DIAMETER OF PARTICLES IN MILLIMETERS caee~as anv ro 911T GRAVEL 29 4i ' SAND 59 7 SI`},.T';A1V~ C"CiCY 12 ~.. LIQUID LiM1T % PLASTICITY INDEX % ~....,~ r nr. al;,.awu eats Gravelly Sand FROM: Boring 1 pt S Feet 0 90 90 w w s•. w +a x i+ ,~ z U K ee w o. 70 80 80 loo ptAMETER OF PARTICLES IN MtuaMErtlz~ 0 1 z 1 ~ ~ a r- A w ~ a. w m 10 0 aemzs MY 10 94T CfdAVEL 8 '~ SAND 73 % SILT~ANp CLp.Y 19 % UG>UIp LIMIT % PLASTICITY INDEX ~ SAMPLE OF: Slty Sand with Gravel (Fill) FROPA: Boring 2 pt 5 Feet 102 163 HEPWORTH-pAWLAK GRADATION TEST RESULTS Fig. 4 GEOTEC~}N}CAL, INC. -. _.. ...,.,_ .,....w ~x.rtsA~.=,ur. „5,an. ~a~m...,.~, i. .~aa i.,..~w.ti.,~:'a..9ua«z,ia.ocr,r.tzt,.~~e.:~..x.~'~..e,:.mm*.3~7:~'.w'Y;i4 LEGEND; .,. + .... FILL; silty sand and Bondy silt, gravelly, ipase, moist, dark brown. SAND AND GRAVEL. (SM-GM); siigntly silty to silty, cobbles with scattered boWders, generolty loose. upper few feet medium dense to dense qt Boring S, moist to wet below wdter Level, brown, ton and gray, mostly ongufar rock fragments. Relatively undisturbed drive sompie; 2-inah L0. California liner sample. Drive sample: standprd penetration lost (SPT), t 3/8 inch LD, split spoon sample, ASTM D-1586• Drive sample blow oount: indicates shot 39 blows of a t4D pound hammer foiling 30 inohes were ~/t2 required to drive the Catifoand or• SPT sornpler 12 inches. 0.1 ~^~*,~ Free woter level in boring and number of days following drilling measurement wos taken. 1• tC'eA Indicates slotted PVC pipe installed in boring to depth shown. Practiaal drilling refuaol. where shown above battarrt of log, indicates that multiple attempts were made to advance the boring. NOTES: 1. Exploratory borings were drilled on December- 5, 2002 with a 4-inch digmeter continuous flight power auger. 2. Locations of explorotory borings were`meosured approximotely by taping front building Corners of the existing daplex. 3. Elevations of exploratory boringa were measured by instrument level and refer to the Bench Mark indiaot~ on Fig. i. 4. The exploratory boring ioeptians and elevations should bo Considered accurate only to 4he degree implied w „+F aaL: rr ; by the method used. 5. The lines between materials shown on the, exploratory boring logs represent the opproximate boundaries between material types and trdnsitions may be grodudl. 6. Water lave! reodings gown an the Vogs were made at the_time and under the conditians indicated. Fluotuatfon in water level may occur with time. 7, laboratory Testing Results: WCs Water Content (~ +4 =Percent retoined on Na. 4 sieve. -200 r Percent passing No. 200 sieve. 102 163 HEPWORTH-PA! GEOTECHNlCAL, LEGEND AND NOTES Fig. 3 BORING 1 ELEV.c 91.5' 9S 90 ~ 85 LL 1 i 1.18 80 0 10/9 32/t2 wc.s.s ka=29 -209.12 s/12 gpf21NG 2 EIEV.= 92.0' 6/12 w0~13.5 7<~a -200x19 18 ~ =~ t ': W -. 3/12 0 s/1z 75 9/12 70 Note: Exptonotion of symbals is shown on Fig. 3. 95 '~0 85.~....~1 ~ {~ 0 80 ~ 75 '0 102 163 ~ NEPWORTM--PAWCAK LOGS OF EXPLORATORY BORINGS ! Fig. 2 GEOTECNNlCAL. lNC. ,, . ,. , :,. .....,....;,a E. LUPINE ORIVE APPROXIMATE, SCALE ' ~ERTY BORING i PARKING ~ AREA BGRlNG 2 • k ~XlS~N ~ ~y."~ g3 ti~ ~L~ NOTE: BENCH MARK 1S NORTHWEST ~ ~' CbRNER OF CONCRETE ELECTRIC ,~ CORNER~>~LEVA ON ET WEST ~qb F~~~ TflbA', ASSUME~J. ~/' _,.,, 102 163 NEPWORTM-PAWLAK LpCATipN OF ~XPLORATQRY BORINGS Flg. 1 GEQTECHtJIf:Ai,. IiVC. ..., .~ ., ,.a~~ , , ..,F.., w .._ .,.. 4° a TOTRL ?.2E X67 020 0$ October 1, 2003 Daniel Roussin Region 3, Access Manager Colorado DOT 22 South 5ixthStreet, Rm 100 Grand Junction, C0 81501 ` RE: Access Permit for Peter Kelley, Aspen East Townhomes, 42553 Highway 82~ Pitltin County, CO SE Job No. 23135.01 . Dear Mr: Roussin: This letter presents our findings and recommendations in regard to the application for a State highway access permit for the Aspen East Town homes project (Kelly Town homes). The Application'is for construction of a new access _. . and removal of the existing access. Attached is a`State ldigliway Access Permif Application for your use. Site and Drivewav Relocation The ~te is located at Y2553 Pi wa 82 a rgximatel ~ 00' east if the intersection of Stillwater Drive and Highway Sh Y PP Y 82 ad'acent to the Cit of As en. The existin drivewa is on the southwest comer of`tlie`lot. The proposed driveway willlie approximately 80 feet east of the existing driveway near the southeast corner of the lot The existing driveway will be removed and the land wll`T~e reclaimed. Pronosed Drivewa The new driveway will be constructed with a minimum 20 foot radius returns at the edge of highway 82. The P P P Y p tructed that will re la ;.... res dential due lexstructure. ilAn drai ae a imirovements will be inco torafed with the final dnveway ce an existing P Y g P rp ~ ~ design and submitted for approval to receive a notice to proceed. We anticipate that the use of the new driveway based on the average daily trips will remain the same at an estimated 18 trips per day (average). The driveway will be rised to access the new duplex only. No adverse impacts are anticipated due to the driveway relocation. If you have any questions please call. RECEIVE DEC d7 y 2003 PtTKIN COU?~tTY BUILDING DEPkRTUti EIdT 502 Main Street • Suite A3 Carbonda~le'~ C~6' 8~~6'~3 ~~•" ~9~Oj"'~~d'"0~if~~ Paz (9~0~`~04=~~13~ S~~~~~ ~~~~~~~~~~~~~~ ~ ~~~ _ civil consultants -- __ ,:_,..... ,~..~a.w~nA ~~ ._ .,_ ...., r_. .~....: , .-.,a.~,,.:.: Sincerely, SOPRIS ENGINEERING, LLC --.~ - - . KELLY TOWNHOMES PLAN CHANGES 1. TOP PLATE FIEIGHT CHANGE 2: iJNTT A 2' SHIFT 3. WINDOW SCHEDULE CHANGE (OMIT 3T) -~ :. 06/03/04 ~,n _a„w~. ~ ~ _u_~Ma.: .. x.... ,,~~~: -_ ~Op _~i ~~/a -nom ~ V / mOAX' ~` a a~~ ~m-<r~ ~,2. ~d ra Ommy m ~ d ~3~'' C~/~ a a c~ .per 1~ ~~'e°V~ /'! 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