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pitkin.bldg.264335104013 (2005)
Certificate of OC'cupancy Pitkin County Community Development Department This certificate issued pursuant to the requirements of the 2003 edition section 110 of the International Residential Code. It certifies that at the date of issuance, the structure as described.belowwes in compliance withthe various resolutions and ordinances regulating building construction and'use in this jurisdiction. ' Use Classification: Building Permit: 5FR 0015.2005.PRBU Building Address: Owner of Building: Owner Address: Group: Type of Congtruction: Use Zone: Description: 0579 SOUTH STARWOOD DR ASPEN CO 81611. MITCHELL & LISA SHER 350 UPPER RANCH RD ASPEN CO 81611 IRC V-B AFR-10 PARCEL ID 264335104013 ' LOT R-42, STARWOOD. 131 SQUARE FOOT ADDITION TO AN EXISTING RESIDENCE RESULTING IN A NEW TOTAL OF 1,819 SQUARE FEET. NEW OFFICE AND DECK EXTENSION. ~ ' Comments & Restrictions: 1041 HAZARD REVIEW SITE PLAN RECORDED AT BK 70 PG 85. J ~~ Chief Buildin Offici Date 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 Issued. Any alteration or use of these described premises or portion therabf without the written approval of the Building ` Official shall negate this C.O. and subject it to revocation. , -' Y [~sa ~~~ P br i vM. ASPEN *PITKIN COMMU62 \IDEVELOPMENT DEPARTMENT PERMIT APPLICATION ~` a PITKIN COUNTY CITY OF ASPEN ^ -, ~,~^ p e < 130 South Galena 9701920-5 6 970 / 920-5090 ~/ .r3 . Gt..L.CJ t ~Gerieral Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT NO. Applicant to comp/lye~te numbered spaces onlyC ~~~~(~) I //~~.' Permit 1 . JOB gQD~S 1 ^ V ( ~ -""'- I 'e V"" LEGAL LOT NO.^ ^~^ BLOCK TRACT OJ~UB IVISION ~!'~ (^SEEATTACHED SHEET) 2. DESC. 1~J\ L (~~` W V DE 3. OWNER f' M~I~DDRF~S~r , ~~ - ~ ZIP ~~ PHONE FD~ LL s~i~ (~~[ IG~ir VO(Cpi, 4. ~~ ER'S AUTHORIZ~ GENT ~ I~~ ^ Mq` Iv RESSI HYW ~ ~~ - PHn `E ^ ~~ LICE3o3 ~ M H (~~~ ~ CONT,R~~aa~~TOR U •J MA(IL'ADDRE~SS PH<O•NJE C LICEN E NO MG` \,f 5' ~il,lll) CbiJS ?a'N -O 2 t~k~Wt 14'5 ~j R7G-427- ~~i2C~ RF ~ ARCHITECT OR ENGINEER OF RECORD MAIL ADDRE S ~p~ IC(~ PHONE LICENSE NO 6. ~UQ?~-~~C~1~1~5 G/~a~rr~RYQ1~ ~'JJ ~zu-~4~~.~ l~, ~~V SN CWSS OF WORK CTL TI~1'E `~VL`~ 7~ ^ NEW ADDITION ^ ALTERATION ^ REPAIR ^ ENERGY CO FEE ~~ A~~~ USETA% I ~ (` CENSUS CODE ~ ~~ I~ G.LS. FEE useoF aulLDwc SINGLE FAMILY ^MULTI-FAMILY ' ^ COMMERCIAL/RESIDENTIAL ^ COMMERCIAL ^ OTHER PLAN CHECKF ,~ PERr~lrpee liT~ ~ ! ~ ~' z ~F~N s r< VALUATION OF WORI( EXISTI l ` ' , ~~/ $N~T~y,TI NG SQ. FOOTAGE 10.~17~4SF TMIS PERMI OTAGE r ~.S Type of Construction v /~ Occupancy Gro p .~~C Lot lvea 11. Is there food servicei this building ^ves 7yr~o~ siae or ewia~Fq (Total Square t) Np. pr stgdea oqp. LgaE 12. Is LPG used? vES ^ No 3d .g ~~ ~ NO.OF BEDROOMS use zone Fire Sprinklere Required? ^Ves ^No 13. Parcel ID# call 920-5160 ~o f3^~' -Q~f - G nnneD /y,t'~~~ " 14 D A I ~ Alarm system Requiretl? ^Yes ^No . escription of Work Q ~ ~y., No. of Dwelling Units OFFSTREET PARKING SPACES (~ ~~ ~ ~ / /~L-D ~ C co~erea unco~erea CCH~-N ~ OR.~C~ r n A 1 ~ ~Y ~ r ' ~ SPECIAL APPROVALS REOUIRED AUTHORIZED BV DAT I.J~G W~~ ~~ L+v ~l l ~C.lJV~1~1~Y~. HPC''V~L t ~ ~ ' "l ~ +U - PARK DEDICATION PRESUBMITTAL APPLI TION AG ED PL4 C ECKED APPROVED FOR ISSUFWCE ENVRO. HEALTH ENGINEERING BY BY BY gy PARKS DAI ~ ~ DATE DATE 1 ,/' 7 ^ 9 L- (/~- d DATE ATURAI RESOURCES FIRE MARSHA L NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. WATER TAP ASPEN CONSOL. SAN. DIST. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT C OTHER OMMENCED WRHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED ORA&ANDONED FORAPERIOD OF 180 DAYS AT ANY 7IMEAFTER WORK IS COMMENCED. ~ i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIONAND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- ERNINGTHISrvPEOFWORKWILL$E COMPLIED WRH WHETHER SPECIFIED HEREINbA ~ NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE~AUTHORIrv TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL IAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTIONaT IS MV RESPONSIBILITY TO REVIEW THE APPROVEDPLANSAND ANY COMMENTS THAT ARE CONTAINED'THEREON' AND SEE~~FF~~iiATT E STRUCTURE AND/pyp PROJECT IS BUILT IN COMPLIANCE WITH ALL APPLICF(13LE CO S. / 1 - W ~-D~ PAYMENT OF PITKIN COUNTY USE TAX ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ^ DEPOSIT METHOD.5%OF25%OFTHE PERMIT VALUATION PAID qT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITH W 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OFTHE CERTIFICATE OF OCCUPANCY. ^ IXEMPT: EXEMPT ORGANIZATION ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. 5 ~ATUR C TRACTOR q (DATD -' NIA' .-- ~ /A / W d ANYONE WHO USES AND /OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 5Yo USETAX NT AME "- ~ ~~ . . PROPERTY LIENS MAYBE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS O slDrvmDRB Or owNER (IFOWNER BUILOERI mATn N T PAID Energy Code Fee i cu ,"LtD im rvnwironr-cnrvlll VIVLi VVI-I[IV VHLIUHItU Plan Check Fee Zoning Fee ~~. (P ~ d G~ I lrt+--- GIS Fee WORK STARTED WITHOUT PERMIT WILLBE DOUBLE FEE tit Eee,~~ REMP Fee Use Tax Deposit Fae i ASPEN *PITKIN COMMU ITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY CITY OF ASPEN ^ a j 130 South Galena 970 / 920-55 6 970 / 920-5090 j19~ LF~t+'• J' ~~ Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT O. General Applicant to complete numbered spaces only. PQYfTIIt JOB ADDRESS 1 ' cJ7 sou?H s'TkR~NCi^~ 1VE PI"TI; BD 2. LEGAL DESC LOT NO. 2 BLOCK TRACT ORSOUBDIVISION (^SEEATTACHEDSHEET) ~ CO_ . S7~R OOI D 3 OWNER MAIL ADDRESS ZIP PHONE . ITC LISA} S •35o UPPED R+>•MC . Co 2 6 d 923 ^ S' OWNER'S AUTHORIZED AGENT MAIL ADDRESS PHONE (,~~'_. LICENSE NO FN 4' I -C'TS' .l n /'_ ry I • s V • ` ~ ~ MH CONTRACTOR I 5. MA L ADDRESS -~'~ LI PHONE N MS t ~ 1 RF 6. ARCHITECT OR ENGINEER OF RECORD MAIL ADDRE S 512 Qw I ~ '' ~I~SC ~U~ T { PHONE LICENSE NO iS C 47onn~ SN LI . z ^ ~ ~ 7 CLASS OF WORK ~ ~ ^ NEW ^ ADDITION ^ ALTERATION ^ REPAIR ~ ~~~~ ~r ENERG~ODEF USE TPX CENSUS CODE G.LS. FE !1 Q - ~r ic -.~ ~4 Z f $ USE OF BUILDING INGLE FAMILY ^MULT-FAMILY PLAN CHECK FEE PERMIT FEE ZONING FEE D ' ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER 2f~ ;1r1 A ~ ~ jl Q!~ 1 VALUATION W ` N d \ CJ V 9. 0 ORK ~ '/'-A~ EXISTNG S0. FOOTAGE 10 q IIG ( SOUARE FOOTAGE THIS PERMIT Type o f Co nstmaio n Occupan y G p Lot Area m r ' / • 11. Is there food service in this building ^ ves (;vlVo s=e of egimmq No. of Stories occ. Load = (Total Square Ft ~ O 12 Is LPG used? ^ ves ~O Z . m NO.OF BEDROOMS Use Zone Fire Sprinklers Required? ^ Ves ^No 13. Parcel lD#ca11920-5160 2 y3351 G13 EXISTING ADDED 14 Alarm System Required? ^ Yes ^No . Description Of Work I ~G G Q~ No. of Dwelling Units OFFSTREET PARKING SPACES o n~ c ~ r 7 i~ I N Covered Uncovered ~(~~-{~,,. `F'YT'Y4'D~^I'IIl /I i /'S 1./I_'. f 1 LLI \I\ I Y 1 /~l /I SP L APPROVALS REQUIRED AUTHORIZED BY PATE, , I~Q.Qo! ~''e-~V\.XJ'`~ l~'L.~~-~A R.GrYY w f\Q1 ACCEPTED I PLANS CHECKED BY / / / r-r- I BV NJ I-- I BV DATE 1L~L1/_C H I DATE SEPARATE PERMRS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 12 MONTHS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANV TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE DEAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOY- ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOIATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCALLAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT15 MV RESPONSIBILITY TO REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARECONTAINED THEREON AND SEE THAT THE STRUCTURE Pydff701q PROJECT IS BUILT IN COMPJ_IA%CE WITH ALL APPLICABLE CODES. , w/ ~~ SIGNATURE OF OWNER (IF OWNER BUILDEFif (DATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Cotle Fee Plan Check Fee Zoning Fee GIS Fee 30 ---~ to B __._ %~ ~ , H.RC. PARK DEDICATION ENVIRO. HEALTH' ENGINEERING PARKS NATURAL RESOURCES FIRE MARSHAL WATER TAP ASPEN CONSOL. SAN OTHER PAYMENT OF PITKIN COUNTY USE TAX ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ^ DEPOSIT METHODS%OF 25%OF THE PERMIT VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ^ EXEMPT: EXEMPT ORGANIZATION ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .Sq/o USE TAX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Permit-Fee Use Taz Deposit Fee Other Fees ~~/~lo~ ASPEN *PITKIN COMMU ITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY CITY OF ASPEN ^ 130 South Galena 970 / 920-55 6 970 / 920-5090 //90 aC~© J"Y3 GenCral Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT O. permit Applicant to complete numbered spaces only JVb AUDHtJJ 1 ~ 57 ScxTf 5?V! ~ ue ~r _. { C BD-. LEGAL 2• DEGC LOT Nf~ O1/. l BLOCK ` ~ TRACT OR~ASUBD~IVISIO~N /~ 1^SEEATTACHED SHEET) ~ _ . , 1\- /~ 5~7T W VV DE OWNER MAI DRE$S~w~, 1 ~O•A~ Zlp PHONE IT 3' 3`~ O^~YK.H ' ~L ~ 0 Il IS 5 C1--E L . I ~o q23-o~Ct^~ FN ~ 4 OWNER'S AUTHOR12ED AGENT MAIL qD'~ Bf}S? ~ ~r9-N ~~ PHONE b Y C+I Cu~NIF ~ C}~ ~CTS• c '9~0 2SSs9o• MH CONTRACTOR MAIL ADDRESS ~. PHONE LICENSE NO 11AC r1/rJ ~~ ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESS - PHONE LICENSE NO s z nr; ~~i ~~/ -~ . kuR~~ a a, o • a 9 s ~s • r v~ sN CLASS OF WQQRK~~ 7• ^ NEW f~ADDITION~LTERATION ^ REPAIR ^ ENERGY CO FEE ~~ USE TAX CENSUS CODE G.LS. FEE . .l r sY~~ -T ~ . _ (/(l USEOFBUILDING NGLE FAMILV ^MULTI-FAMILV 8 PLAN CHECKFEE /// -- PERMIT FEE NG FEE ' ^ COMMERCIAVRESIDENTIAL ^ COMMERCIAL ^ OTHER """ 7/~~7 7 9 -~ / r / L-/ J i7 Ot _ ~ ^~/f ~'1 ~) 4 LUATION OF WORK o a ' l Y / I ! OO 9 ~ `TU 2 iXIOSTING S0. FOOTAG~ 2 f'~ SGUARE FN ~O~OTAGE THISPER Type of Const cti m on/[ OCC p an Gro up ~cy Lot Area I o / O ~ JO 1 2 v/,J ~ j {_/<~ ~ ~~ 11. Is there food service in this building ^ ves ~i0 ~'~^"`e ~' ~ ~1 ~ si:e grewan (total Square .^qc) r No. of Stoles occ. Loaa 12. Is LPG used? ^ ves f~io 7 ~ /Y)~ 7i" NO.OF BEDROOMS Use Zone Fire Sprinklere Requiretl? ^Ves [}q~ 13. parcel ID# call 920-5160 ~' ~' ~ ~ ~ U EXISTING ADDED {y{`~F~--' /I ~_ ~ 14 (' 1 ` Alarm System Requiretl? ^Yes ^ND . Description of Work N No, of Dwelling Units OFFSTREET PARKING SPACES I ~~ ~~ ~/~ I / Covered Uncgveretl r -w-~ ~~.,~~1--~ ~ ~ n (~ - CIAL PPPOVALS A REODIRED AUTHORIZED aY OATS i 20NI ~ ~ I H.P.C. PARK DEDICATION PRESUBMITTAL APPLICATION ACCEPTED PLANSG EH CNED ) ~ gppgOVED FORISSUANC4.~ `B ,y ENVIRO HEALTH "V ~TV~ _ E F~ ~ 1 /- \ I~ ~~ ENGIN Efl n ~Q d BV ` BY _ / BY • BY/ LL' PARKS /~ DATE ~ t PATE ~ ~ xx DATE N ~ `Y NATURAL RESOURCES DATE FIRE MARSHAL NOTICE WATER TAP i SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING HEATING: VENTIL TING ~~ , , A OR AIR CONDITIONING. ASPEN NsOL. SAN. DIST ~~ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WRHIN 12 MONTHS OTH _ ~~~, . , OR IF CONSTRUCTON OR WORK IS SUSPENDED OR ABANDONED FORAPERIOD OF 180 DAYS AT ANV TIME AFTER'WORK IS COMMENCED. PAYME FPI IN COUNTY U$ TAX /fit-~°- ' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES `GOV- ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE"AUTHORITVTO VIOLATE" ^ DEPOSIT METHOD .5°/a OF 25°/a OF THE PERMIT VALUATION PAID OR CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATINGCON-' AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT IS MV RESPONSIBILITY YO gE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVED PLANS AN IV COMMENTS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE STRUCTUR 0/O PROJECT IS BUILT IN COM LIA CE WITH ALL i APP LIC ABLE COJ~ S. ^ EXEMPT: EXEMPT ORGANIZATION ) ~ ~ / //' G" r t G/ 0 ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. ~ sIGNATDREO oNrnACroR {{ ID ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND F IXTURES IN /S PITKIN COUNTY IS SUBJECT TO THE.5%USE TAX: PPINTNAME ' PROPERTY LIENS MAV BE PLACED ON THE OWNER'S AND / TRACTOR'S PROPERTY WHEN USE TAX IS NOT P SIGNATURE OF OWNER (IF OWNER BUILDER) GATE) ~ ~.T.~HtIS FORM ISA PERMIT ~4CyyV--1WHEN VALIDATED WO KSTARTED WITHOUT P/ER~MIT WILL BEDOUBLE FEE E ergy C e Feed .Y Plan Check 7~ Zoning Fee ,~~ GIS Fee ~l Permit Fee ~> Use Tax Deposit Fee OR THE CON- ~rl AID ~R Other Fees ASPEN *PITKIN COMMUDEVELOPIVIENT DEPARTMENT PERMIT APPLICATIONI~ PITKIN COUNTY CITY OF ASPEN ^ -7 'T 130 South Galena 970 / 920-5 6 970 / 920-5090 //9G3. o`D /~ Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT N Geheral Applicant to complete numbered spaces only Permit JOB ADDRESS 1. S7q sov s7+4'~wooll ,~rZlr£ ~1 ~klvU cou41T'( B D ~ LEGAL 2. DEED LOT NO ~ y 2 BLOCK S TRACT OR SUBDIVISION (^SEEATTACHEDSHEET) ~ / A CO_ . _ 5?{4KWCl DE OWNER MAIL ApDRE88 ZIP PHONE 3. ~ ~ Ll "" FD--~ s tTC}IE L q sH •~o u ~h1C v COS 611 •97a Q23- C OWNER'S AUTHORIZED AGENT MAIL ADDRESS PHONE E~70.~ SE NO 1 FN 4' C}I{¢QL~S CUNA/iFFE NI ~ io~0 E }I g~ . C- < MH: CONTRACTOR MAIL ADDRESS PHONE LICENSE NO 5. MS J RF ARCHITECT OR ENGINEER OF RECORD MA L I ADDRESS 1 ~` PHO s. k solz caMrr si R - N (J LICENSE NO SN u ~ Es n, co 8160 94s~ 1~7y~ C~~WS~~SSOF WORK ~' ANEW ^ ADDITION ^ ENERGY CODE FEE / USE TAX U I[ENS DE. /~,p~ $( ~ G.LS. FEE ALTERATION ^ REPAIR ^ ~ ~ ~ 'j~Y r/ / ~ C ( ~ ,ECG USE OFBUILDING ^SINGLE FAMILY ^MULT-FAMILY $ PLAN CHE KFEE PERMIT FEE ZONING FEE ' ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ETHER ~~~~~ 02 ~` ~ j ° ~ y1 2 '2 , ' ~ - 7 ~ VALUATION OF W l u ` ORK g ~ ~ /~/~ EXISTING SO.FOOTAGE 1 ~ SQ~ARE POOTAGE~ THI P MIT 5 Type of COnstruc~n v1 Occupan cy G ro up -~ '_' C Lot Area 11. Is there food service in this building ^ ves to saearBeual ~q Np.erstpriea opp.loed (Total square t) 3 ~ 12. Is LPG used? ^ ves o 0 / NO.OF BEDROOMS Use ZO na Fire Sprinklers Required? ^Ves No e 13. parcellD# call 920-5160 2(ot/zj J I O 13 EXISTING BODED rll ~ ~~/„y. l / j G /- ~( - 5 14 ( 1 r ( Alarm System Requiretl4 ^Yes ^No . Description of WorTC ~~ ~~GE ~ No. of pwelling Units OFFSTREEf PARKING SPACES L V I N ~LG~ C~~ , ~- Covered Uncoveretl ~*-/~ ~/yV~ ~~_,e-- C~ ~L. ~rvv~~+vY \9 SPECIAL APPROVALS REOUIflED ORIZED BY DATE ZPN7A H.P.C.~- ~/1 ~!/~ i~ ` i ` PARK DEDICATION PRESUBMITi lK APPL GATIO ACCEPTED / P NS HE KED APPgOVED FOR ISSUANCE ENVIRO HEALTH ~' C G /i / ~,. ( By By ~_ BY By PAHKS`~~ C~j ~ ~ DATE ~ DATE Inn 9 DAT ~D rL NATURAL RESOURCES DATE FIRE MARSHgL NOTICE SEPARATE PERMRS ARE REQUIRED FOR ELECTRICAL PLUMBING HEATING WgTER TAP _ , , . VENTILATING OR AIR CONDRIONING. ASPEN CONSOL. SAN. DIST ,L. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORAPERIOD OF 180 DAYS AT ANV TIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALCPROVISIONS OF LAWS AND ORDINANCESGOV- ^ MOMHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ERNINGTHISTYPEOFWORKWILLBECOMPLIEDWRHWHETHERSPECIFIEDHEREINOR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TOGIVE AUTHORITY TO VIOLATE ^ DEPOSIT METHODS00/D OF 25%OF THE PERMIT VALUATION PAID OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING'CON- A7ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT IS MV RESPONSIBILfN TO ~~ gE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVED PLANS~ 4ND ANY COMMENTS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE STRUC d)?E7i1V /OR PROJECT IS BUILT IN CO LIANCE WRH ALL APPLICABLE CODES ^ EXEMPT: EXEMPT ORGANIZATION i ~ r ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. s RE cor T DATE1 \ ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .5% USE TAX RIM NAME . PROPERTY LIENS MAV BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER (IF OWNER BUILDER) (PATE) ~y/ ~/////p/~/+/,THIS FORM IS A PERMIT ONLY/VALIDATED EnergJ~,C~o~ ye\/ J Plan Check Fee ~a--1. Zoning Fee/` /~~ ~,/ s d f ' _.'°4 J W~1C STARTED WITHOUT PERMIT WILL BE DOUBLE FEE (~ nQ~ GIS Fee' Permit Fee Use Taz Deposit FeeFees T e ~~ L/ COPY CANARY-APPLICANT it .-... __ 3 ELEC ICAL PERMIT APPLICATI4IV 3 PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT CfiY OF ASPEN 970 / 920-552 130 South Galena 970 / 920-5090 970 / 920-5532 Inspection Line Aspen, CO 81611 970 / 920-5448 Inspecion Lin PERMIT NO. JOB ADDRSSa (NAND STrrEET) ~l So~,~-~ 5~a.rwDocl Dr OWNER PHONE M i ~-cl-~ <Sh er' ELECTRICAL CONTRACTOR MNLINOADOREBu DP PHONE COtD. L10. tl R eves Sans r/1ec, c- l a 5iL-~' Co Bllgsz 8~ -os s `l5-i BUILDING PERMR # 1190.2oo~k . P (tK. OCCUPANCY GROUP sF R, ELECTRICAL VAWATION SQUARE FOO AGE ~ 19 0o c~ USE OF BUILDING COMMERCIAL ^ RESIDENTIAL fb~' CLASS OF WORK ADDffION ^ ALTERATION ^ NEW ^ CONSTRUCTION SERVICE ^ OTHER DESCRIBE WORK IN DETAIL (FOR PADITIDNS. ALTEWITXJNS.INpCATETYPE, NUMBER AND LOCATK)N OFSOURCE OF CIRCURS b 1 V' 2~ ! C-Q l (, OVYNER/APPLICAM: The undersigned applicant to personaey perform etectripi work on the described property or residence hereby cerdfies, as a coMkion of issuance of such Permit. that the above descdbed property or residence is owned by the applicant: that the apPticaM b clot engages in the business of consWOtion or remodeling and such ProPeNY is rwt intended for sale ar resab, nor is k rental property (oxuPied or m Ce oodupied by tenants, whether ireraiem a pernanem), nor will it be grrleralty open to the public. ks understood that comdaDOe wM these assurances is a condkion of the issuance of an electdcal pennk to the applicam pur- suant to the Provisions of CRS. Section 12-23-111 ~ (as amlantlea), antl that failure to cCmply herewith will be grounds fw m~mcation of the electrical pertnk or any certificate of oxuparK.Y Issued wkh respect to the property or residence tleecdbed. APPS: (,nrdT! (L~/L~ s ~ 1- 13' PAYMENT pF PITKIN COUNTY USE TAX MONMLY OR gl1AHTERLY flER1RNS WILL BE SUBMffT® DEPOSIT METHOb.'/.oft%OFtMTERWSVAWATWN PAW NOW AT I35UANCE.AFIWV. REPORT ON ' ' USE TAX PERMR FEE DOUBLE '~ ~ ~~ TANfV{L (bMF1F1IDN pI ACTUAL MATEPoALS COST MUST BE FlLEO WIIHIN 90 iMY80F $UB. TO OF WORK AND/OR ISSUANCE OF CERTIFICATE OF OCCUPANCY. MATERW.S VAIAfATION 5 APPROVED BY FlRE MARSHAL DATE .. .. Ef(EMPT: EXEMPT ORGANPATON IT Q RESALE: STATE AND P gN ANYONEWHO ISES AND/OR CONSUME MATERWS AND FIXTURES M PI11dN COUNTY a SUBJECT TO THE .5% USE TAX. PROPERTY LIENS MAY ~ PLACED ON THE OWNER'S AND/OR TH€ CONTRACTOR'S PROPERTY WF$N THE USE TAX 1S NOT PAO. APPROVED BY HPC DATE - ^ NOTICE ll res onsid'ti Tor oom 5ance wkh it th itl 6 T F ll k tl d thi &1VD11 DEPARTMENTACCEPTANCE p e perm u ry or a wor one un er s perm . ae arxep p the Natwnal ftectrio Code, the Cky of Aspen ordinances, and all othercolmry resolutions, city ardH naxes. stab: Taws, whichever applies. Pennk eublect to revocation or suspension fw vitiation of any laws governing same. An accepted Kral elecMcal inspection shall be obtained Prior to using l h Afi l l i l i ti h tl b t d ikd 48 h tt t- l k l BY n / ~ 7 ~ er ownp e na ectr ca nspec on s e repues e w n ours o t e e ech a system. e a ing an a cal instal al'gq. . PEA ALIDATON ~ ~j J ~r~~---//'TG.,~~1//~~``~"''' ~ ~~J 6 / DATE REC 9 TOTAL ~r.~/ ~ucs DATE ~ PriIMNAME =I3lbS ~,.8 ~Gl"] $ ~~,SD O 2 D D 0 m Z C WHRE--FILE COPY YEIIOW-APPIJCANT MECHANICAL PERMIT APPLICATION ASPEN~PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PITKIN COUNTY ~ CITY OF ASPEN ^ ~n t30 S. Galena 970/920-5526 970 / 920-5090 Qd4d. GeJbS- r/ tt ~-~C, Aspen, CO 51611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT NO. JOB ADDRESS nn OWNER MAILADDRESS ZIP PHONE /> OWNER'S REPRESENTATIVE MAILADDRESS PHONE LICENSE NO. MECHANICAL CONTRACTOR r7 MAILADDRESS PHONE LICENSE NO. LIQ > / /P ~~+/'J23 C ~c G3- Z,SI /75353 U OF BUILDING GENERAL CONTRACTOR BUILDING PERMIT NO. .,5 ~,,,~ d ~5 ZDb~ cLASSOFwoRK: Q NEW ^ ADDITION ~ ALTERATION ^ REPAIR I s there a restaurant in this building? Yes ^ ~ No~. --rr , {{{ ~~~ WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION4: LJ YES L~q NO If yes, a plan review is required. / ~ DESCRIBE WORK: T yp e of Fuel: Oil Q Natural Gas ~ LPG PERMIT FEES No. Type of Equipment Fee Forcetl Air Systems-Gravity Systems-B.T.U. Wall, Suspendetl or Unit Heaters Dryer Vent Appliance Vent Hig., Refdg., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAV BE REQUIRED Repair, Alteration or Addition to Existing System Boilers (includes vent) B.T.U. J(7, QPjD SPECIAL CONDITIONS: Air Handling Unit- C.F.M. Evaporative Coolers Ventilation Fan Range Hood APPLICATION ACCEPTED: PLANS CHECKED: APPROVED FOR ISSUANC ~ Gas "piping" av e 7~,tr /~~' e ~S 1_ Gas Log or Appliance v -_ _ _ v _ __ ~ _/ J Other o~ -- ~~ b~ °~ -------- Q / Dare -- ~~-4-d 5 Plan Review $ NOTICE Fixture Fee $ THIS PERMITBECOMESNULLANDVOIDIFWORKORCONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN t Perrnit $ 0 2 MONTHS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANV TIME AFTER SUBTOTAL $ WORK IS COMMENCED. Use Tax $ IHEREBV CERTIFY THATI HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BETRUEAND CORRECT ALL PROVISIONS OF LAWSAND ORDINANCES GOVERN TOTAL FEE $ . - INGTHISTYPEOFWORKWILLBECOMPUEDWITHWHETHERSPECIFIEDHEREINORNOT. THE GRANTING OF A PERMIT DOES NOT ESUME GIVE AUTHORITY TO VIOLATE OR' CANCEL THE PROVISIONS F ANV OT S R LOCAL LAW REGULATING CON- ST HE PERF RMANC C CTION. ~~~ ~-C- ~ d PAYMENT OF PITKIN COUNTY U$E TAX lo( MONTHLY OR OUARTERLV RETURNS WILL BE SUBMITTED. JAJ, ~ DEPOSITMEIHOD: 0.5% OF 25Yo OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST ,G,N.AT~URE OFD C/ONTRACTOR OR AUTHORIZED AGENT (OATEI S /('Qj%- ~Pj~7 3~~ BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. VALUATION ~ EXEMPT: STATE &PITKIN COUNTY RESALE NO. PRINT NAME EXEMPT ORGANIZATION ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PRKN COUNTY IS SUBJECT TO THE 0.5% USE TAX. PROPERTY LIENS MAV BE PLACED ON THE SIGNATURE Of owNER QF OWNER BUILDER) (DATE) OWNER'SAND/OR THE CONTRACTOR'S PROPERTY WHEN USETAX IS NOT PAID. Permit Validation Plumbing/Mechanical Permit is being issued on the condition that all or removal at the applicant's expense. ALL PLUMBING AND MECF IS BEING INSTALLED ON AN HISTORIC PROPERTV`OR WITHI INDICATING THE LOCATION OF THE EQUIPMENT; AS WELCA 0.5% Use Tax Deposit Validation shall require a changeorder/ n Z a n z D 3 m n m r r V x 0 Z m OF THEUNIT BEING INSTA~LEDL~ n, /~ COPIES: WHITE-FILE COPY YELLOW-APPLICANT MECHANICAL PERMIT APPLICATION ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PITKIN COUNTY ~` CITY OF ASPEN ^ ~ r^, /) ,. ~~ / 130 S. Galena 970/920-5526 970 / 920-5090 ~~- Aspen, CO 51611 970 / 920-5532 Inspection Line 970 / 920-5445 Inspection Line PERMIT NO. `~ n 0 Z -I Z D m~ n m r r v S O Z m Permit Validation 0.5% Use Tax Deposit Validation - 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 AND MECHANICAL PERMRS ARE REQUIRED TO BE ON THE JOB SITE. IP THE EQUIPMENT IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN AN HISTORIC DISTRICT, YOU MUST SUBMIT PLANS AND/OR ELEVATIbNS\~ INDICATING THE LOCATION OP THE EQUIPMENT; AS WELL AS THE~EXACT DIMENSIaNS OF'THE UNIT BEING~INSTALLED...~/`~- ~ \ COPIES: WHITE-FILE COPY YELLOW-APPLICANT ~/V ~! AN~ - \ ~~ \~"` JOB ADDR S OWNER MAIL ADDRESS ZIP PHONE S /' OWNER'S REPRESENTATIVE MAIL ADDRESS PHONE LICENSE NO. M ANICAL COT CTOR MAIL ADDRESS I PHONE LICENSE NO. ! - C7 USE OF BUILDING GENERAL CONT CTO BUILDING PERMIT NO. 1 cuss of woRK: ^ NEW ~ ADDITION ^ ALTERATION Q REPAIR Is there a restaurant in this building? Yes ^ No to WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: Q YES ~ NQ f yes, a plan review is required. DESCRIBE WORK: ~ Q~ ~ Type of Fuel: Oil ^ Natural Gas ~ LPG Q PERMIT FEES No. Type of Equipment Fee Q Forced Air Systems-Gravity Systems-B.T.U. CJ/ 4 / Wall, Suspentletl or Unit Heaters `~ ~ ///(.t ( ~~ Dryer Vent f ~ Appliance Vent ! Htg., Refrig., Cooling, Absorption Unit A ITIONAL MECHANICAL PERMIT MAV BE REQUIRED Rapair, Alteration or Addition to Existing System Boilers (includes vent) B.T.U. SPECIAL CONDITIONS: Air Handling Unit- C.F.M. Evaporative Coolers 1~ Y _ Ventilation Fan ' / ~ W ~ ~ Range Hootl p~(f APPLICATION EPTE PL N8 CHECKED: PPROVED FOR ISSUANC Gas "piping" ' Gas Log or Appliance , --•- .--- Other °"~ -~ - - Die ----------- - ~ ~~ Plan Review $ NOTICE -,,,, Fixiure Fee $ THIS PERMIT BECOMES NULLANDVOID IF WORK OR CONSTRUCTION AUTHORIZED I Permit $ - S NOT COMMENCED WRHIN 12 MONTHS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAVS AT ANY TIME AFTER SUBTOTAL $ WORK IS COMMENCED. _ ~.., Use Tax $ I HEREBYCERTIFYTHATI HAVE READ AND EXAMINEDTHIS APPLICATIONAND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISION F TOTAL FEE $ . S O LAW 5 AND ORDINANCES GOVERN- INGTHISTYPEOFWORKWILLBECOMPLIEDWITHWHETHERSPECIFIEDHEREINORNOT. THE GRANTING OF A PERMIT DOES NOT PRESU E TO GIVE AUTHOR(TV TO VIOLATE OR CANCEL E PR ISIONS OF ANY OTH TE OR LOCAL LAW REGULATING CON- STRUCT PERF ~NCE ~ C RUCTION. A ~' ~~,-(~s ~ PAYMENT OF PITKIN COUNTY USE TAX p~ MONTHLY OR OUARTERLV RETURNS WILL BE SUBMITTED. ~o- ~ DEPOSIT METHOD:0.5%OF 25%OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST SI ATURE/O/F/ NTRACT~OR OR AU//oRIZ/~P AGENT (DATD /~/!// ~J / s C_/~(~~(J 8E FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.VALUATION ~ EXEMPT: STATE &PITKIN COUNTY RESALE NO. PRINT NAMF/7 EXEMPT ORGANIZATION ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECTTO THE 0.8% USE TAX. PROPERN LIENS MAV BE PLACED ON THE SIGNATURE OF OWNER (IF OWNER BUILDER) (DATEI OWNER'S AND/OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID. ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen, Colorado 81611 City of.Aspen 970/J20-50J0 Pitkin County 970/920-5526 (,o I l~ BUILDING INSPECTION CHECKLIST ~~~y ~ ~' Inspection Reir~pection Partial Complete PerrnitNo.~ ^ 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 ^ Special ^ Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers Final ^ Final ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam ^ Final ^ Final ^ Zoning ^ Radon ^ Final Accepted ^ Accepted as Noted ^ Rejected ~ Reinspection Fee $ ^ You are required to make the following corrections on the construction which is now in progress: * Contact Fire Marshal for sprinkler inspection. *Rebar of footing to be made available for grounding. *No occupancy or use allowed before certificate of occupancy is issued. UBC'97 Sec 109.1 Note: 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: Gas Log: Contact Phone Request Recei Owner Intlepentlence Press.lnc. Date Insp. 03/05 ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen, Colorado 81611 City of Aspen 970/920-5090 Pitkin County 970/920-5526 ~i, I~ BUILDING INSPECTION CHECK LIST C/( Inspection Rei~pection Partial Complete Permit No. ^ 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 ^ GasTag ^ Ventilation ^ Pool ^ MobileHome ^ Pads ^ $'pecial ^ Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers Final ^ Final ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam ^ Final ^ Final ^ Zoning ^ Radon ^ Final Accepted Accepted as Noted ^ Rejected ^ Reinspection Fee $ ^ You re required to make the following corrections on the construction which is now in progress: * Contact Fire Marshal for sprinkler inspection. *Rebar of footing to be made available for grounding. *No occupancy or use allowed before certificate of occupancy is issued. UBC'97 Sec 109.1 Note: Instructions to Inspector: DESCRIPTION: #Stories Garage: Attached Detached: Carport Bedrooms Full Bath ACCESSORY UNIT: Living Other: Fireplace: Make: intlapentlence Press,ix. 3/4 Baths _ Yz Baths _ Kitchen _ Kitchen _ Bath Bedroom Gas Appliance: Make: Gas Log: Contact Phone ~~ D/ /J~n y(JC.Z~ Request Rece ve Request J TE h F amMEpm TI NAME Date Insp. Inspector 03/05 ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen,Colorado81611 City of Aspen 970/920-5090 Pitkin County 970/920-5526 ~•~ I BUILDING INSPECTION CHECK LIST P r~ Inspection Reinspection Partial Complete Permit No. ~~~~ ^ STEEL (Rebar) ^ ELECTRIC LUMBING ECHANICAL ^ 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 ^ Special ^ Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers ^ Final ^ Final ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam Final ^ Final ^ Zgrfing ^ Radon ~~'~ ~'7J~05 m Accepted Accepted as Noted ^ Rejected ^ Reinspection Fee $ ^ You a uired to make the following corrections on the construction which is now in ` Contest Fire Marshal for sprinkler inspection. `Rebar of footing to be made available for grounding. 'No occupancy or use allowed before certificate of occupancy is issued. UBC'97 Sec 109.1 Note: ~-M tT~ Oo15,nS -F 13c~. ~ C1' r~f~.r oftiFtc~E- ~~C,IL ~C,'f't~.1 s~ o r~1 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: IntlepentlerwePress, lnc. Gas Appliance: Make: Gas Log: Contact Phone ~,~~ ~( 0 ~ .(/ Request Received _ Request for M T oW T F am Epm TI ry ~ ME Date Insp. f D~Jlnspecto~~~~,~/`~ tyros RURAL AREA RESIDENTIAL GMQS TRACKING WORKSHEET n Parcel I.D. ~-c2~~f3 "~(- O~_ O~ Permif~ ~~~~ ~ cc~~ Vested as of June 19, 2000 and Still Vested? Rural Area Sub-Area ^ Yes oaring Fork ^ No ^ Crystal River ^ Frying Pan 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 ^ Pest-June, 2000 Subdivision Lot or 35 acre Parcel Exemption frcm Competition ^ 5750 Exemption ^ 1000 sq. ft. Addition ^ ^ Remodel ^ ^ Re^lacement ^ ^ Category 1-4 Not in AH Zone (Density Bonus, only) ^ ^ CDU (Density Bonus only) ^ Existing Floor Area sq. ft. + Proposed Floor Area sq. ft. = Resultant Floor Area ~sq. ft. Exempt Ag Floor Area ~ sq. ft. Exempt Sub-grade or Garage Floor Area ~ sq. ft. of Units Approved by Permit Agricultural Building TDR Historic Preservation AH Zone Districts R.O. Large Lot (500 ac. & RS180) Amount of 5750 Exemption Used by All Development on Property sq. ft. Amcunt of 1000 sq ft. Exemption Used by Permit sq. ft. Total Floor Area Exempt by TDR(s) sq. ft. Floor Area Exempted by TDR Used by Permit sq. ft. TDR Certifcate m GMQS Approval # Addlticnal Floor Area Allocated for Additional Floor Area Used sq. ft. Floor Area for New Development =llccated Floor Area Allocation for New Development Used sq. ft. 11~p2dd~ `~~2d~ SPECIAL-INSPECTION AND TESTING AGREEMENT To perrtLit applicants of project requiring special inspection and\or testing per Section 1704 of the Intemational Building C9ode (IBC).t I ~~p ~,~(~ 1~p Project Address: ~~~` ~~~ryy-C~/71~~/~V J~.~VEPermit Number: T I I ICS ~V ~lJy l ~~ BEFORE A PERMIT CAN BE ISSUED' Th owner, or the engineer or architect of record, acting as the owner's agent, shall complete two copies of this agreement and the attached Special-inspection and Testing Schedule, including the required acknowledgmenfs. Apre-construction conference with the parties involved may be required to review the special-inspection requirements and procedures. APPROVAL OF SPECIAL INSPECTORS: Special inspectors may have do financial interest in the projects for which they provide special inspections. Special inspectors shall be approved by the building department prior to performing any duties. Special inspectors shall submit their qualifications and are subject to personal interviews for pre-qualification. Special inspectors shall display approved identification, as stipulated by the building official, when performing the function of special inspector. Special inspection and testing shall meet [he minimum requirements of the International Building Code Section 1704. The following conditions are also applicable: A. Duties and Responsibilities of the Special Inspector 1. Signify presence at job site. Special inspectors should notify contractor personnel of their presence and responsibilities at the job site. If required by the building official, t:.ey shall sign in on the appropriate form posted with the building permit. 2. Observe assigned work. The special inspector shall observe assigned work for conformance with the building department approved (stamped) design drawings, specifications, and applicable workmanship provisions of the International Building Code. Architect\engineer-reviewed shop drawings maybe used only as an aid to inspection. For continuous special-inspection, the special inspector shall be on site at al] times observing the work requiring special inspection. Periodic inspections, if any, must have prior approval based on a separate written plan reviewed and approved by the building department and the engineer or architect of record. 3. Report nonconforming items. The special inspector shall bring nonconforming items to the immediate attention of the contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the special inspector shall immediately notify thebuilding department by telephone or in person, notify the engineer or architect, and' post a discrepancy notice. 4. Provide timely reports. The special inspector should complete written inspection reports for each inspection visit and provide the reports on a timely basis detetmined by the building official. The special inspector or inspection agency shall furnish these reports directly [o the building official, engineer or architect of record, and others as designated. [IBC Sec. 1704.1.2] These reports should be organized oh a daily format and may be submitted weekly at the option of the building official. These reports should include: a. Description of daily inspections and tests made with applicable locations, b. Listing of nonconforming items, c. Report on how nonconforming items were resolved or unresolved as applicable, .~~~ SEP ~ 9 2004 PtTKIN CC7~Itd3'Y 9U!!~~lNG p~t'~(~CM~NT ROM Pull Pal/Premier Power Welder PRX N0. 970963887500 t .' Sep- 28 2004 06:24RM P1 ~tii,ii!i;' ~. 1 Fairricaiion txernpf inspoetioas. spctial inSpCetlVnS arL RUl rCQWITCd N'htTt Work 11 donc or, the prcmiso tf a fabricator registcrcd and xppravad to perform such work wirhourspeeiaiinspecrion Z_ approve! of fabriealor, Approval shnC ba based upon review of the fabricator's written procedural and qunliry control tnanuais and periodic auditing of tabrica[ian practices by an approved specie; inspection agency 3, f;omplerien ct fabrication, Upon completion oC fabricstion. the approved fahricatclr shall submit ccrtificatc of compliance to the building official stating that the work was perforated in accordance with the approved construetiert dccurncnrs. G. Suildina pepartment f2esponsibilities 1. approve speciaf-ittspecdon program_ Tite building department shall approve all special inspectors and special-inspection requtrtrnents 2. Enforce spatial insptetSat, work requiring special inspection and the performance of sptcial inspectors shall be monitored by the buiIdiag inspector Idis~lier approval, in addition to that of [Ba special inspector, must be obtained prior to placement of concrete, covering of structural steel, or od[er sitimilar materials 3. Roview (nspecrion reports, The building official should taut®wsp~tial-iaspettitn progress and opal reports 4. PeYtbrtn final inapeetlon, The building official stroultl perform the fine! inspection and approval far a pmjett ~ffiC Sec 109.3 f) after the final speciaE-inspection tappet has been revicwtd and approved, A C1CIY O W f,$DC NtE~YT S i 173~'E read pad p°~rtt CO Comply WLd3 dlt Ct7[Idlt>On~ Of tEll$ ap,[ttmtr1L sptcial Lnspeator or Enspection Agcney Conaactc~ i'/ Date' ~Jst~ i~ Q~~ JJ !!!!!! __ 11 Dara',__~~~~ Apptw\d Fpbritator / ~- ACCEF'i"ED FOR THE SUItra CNG DlvPA.2T3~tEttiT Dare. CERTIFICATE OF COMPLIANCE: Residential Project Title: Project Address: Building Title: Document Author: Telephone: Sher Addition 579 South Starwood Drive Aspen, CO Sher Addition Dan Richardson 970.928.0575 'f~ga~~o~ Pa~c~ ~J. -~ ~-~ ~ClR Run: 305 15-Sep-04 Sher Addition Building Permit # Plan Check / Date Compliance Method: CALRES/AP 1.33.14 Field Check / Date Climate Zone: 1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: 1183 ft2 SFD Single Family Detached 20 deg (North) 1.00 Slab on grade BUILDING SHELL INSULATION Component Insul Assembly Type R-value U-value Location/C omments Wall 13 0.077 Grade Floor 0 0.678 Grade Door 0 0.420 Outside Wall 20 0.055 Outside Wall 19 0.059 Outside Wall 13 0.069 Grade Wall 13 0.069 Outside Floor 10 0.069 Grade Ceiling 31 0.030 Outside Slab Perimeter 10 0.470 Outside Slab Perimeter 10 0.490 Outside FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) value Panes ----- ----- ----- Shading ---------- Shading ---------- and Fins -------- Type -------- Window East 15.0 0.380 2 None None None Wood Window South 98.0 0.380 2 None None None Wood Window West 26.1 0.380 2 None None None Wood Window North 113.8 0.380 2 None None None Wood THERMAL MASS Area Thick Type Exposed? (ft2) (in) --------- -------- ----- ----- Location/Comments ------------------------ ----------- ----- Wall No 458.0 8.0 Grade Floor Yes 753.0 4.0 Grade Wall No 56.0 13.0 Grade Wall No 105.0 13.0 Outside t~ECEfED SEP z 9 ZOD4 PITKIN COUNTY BUILDING DEPARTMENT CERTIFICATE OF COMPLIANCE: Project Title: Sher A. HVAC SYSTEMS Type Comb. hyd. -- boiler/tank Air cond. -- central split Residential Page 2 CF-1R 3ditidn Run: 305 15-Sep-04 Duct Location Efficiency and R-value 0.92 AFUE Conditioned 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------ -------- ------------ ----------------- ---- ------ ------ ----- 92combo PipeInsl 92combo Boiler w/tank 1 -- 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system WOOd stove Wood stove System Name fraction type boiler? boiler pump? ------------ ------------- ------------ ---------- ------------- 92combo -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R-value (Btuh) ------------ ---------- ---- ------- ------- ------- ------ 92combo -- 92$ 150.00 -- 12 0 HYDRONZC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R-value -------------- ------------- ------ -------- --------- --------- ------- 92combo BaseBoard Baseboard 1 0 -- -- -- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF-1R Project Title: Sher Addition Run: 305 15-Sep-04 SPECIAL FEATURES, REMARKS, AND NOTES 1. Dwg date: 8.18.04 2. No air conditioning equipment is specified for zone 'House'. Minimum SEER and attic ducts assumed. 3. Zone 'House' is heated by a combined hydronic space and water heating system. 4. This building includes a controlled ventilation crawl space. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Conservation Standards of the City of Aspen/Pitkin County Energy Conservation Code, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Matthew Tracy Charles Cunniffee Architects 610 East Hyman Avenue Rspen, CO 8 11 970.925.5 90 Signed ~ Date ASPEN/PITKIN NITY DEVELOPMENT DOCUMENTATION AUTHOR Dan Richardson Sustainable Design Concepts, Inc. 1224 Colorado Avenue Glenwood Springs, CO 81601 970.928.0575 ` _ 9~s~ Signed Da e Name: Title: Signed Date COMPUTER METHOD SUMMARY Project Title: Project Address: Building Title: Document Author: Telephone: Sher Addition 579 South Starwood Drive Aspen, CO Sher Addition Dan Richardson 970.928.0575 Page 1 C-2R Run: 305 15-Sep-04 Sher Addition Building Permit # Plan Check / Date Compliance Method: CALRES/AP 1.33.14 Field Check / Date Climate Zone: 1 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating 51.26 39.74 Space Cooling 2.18 0.20 Water Heating 16.68 10.83 -------- -------- Complies Total 70.13 50.77 Yes GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: 1183 ft2 SFD Single Family Detached 20 deg (North) 1.00 3 Floor Construction Type: Slab on grade Number o£ Conditioned Zones: 1 Total Conditioned Volume: 10253 ft3 Conditioned Footprint Area: 255 ft2 Ground Floor Area: 535 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type ----°-- (ft) ----- (ft2) ------ Crawlspace 218 961 CVC CEC_CVCSeas '1 0 0 0 House 1183 10253 Conditioned CEC Standard 8'0" 13.8 OPAQUE SURFACES Surface Area U- Insl Tru Slr Construction Type ------- (ft2) --- ------ value ----- Rval ---- Azm --- Tlt Gns Type Location/Comments Zone = Crawlspace --- --- ------------ -------------------------- Wall 27.0 -- 13 40 90 No Oconcl3batt Grade Wall 60.0 -- 13 130 90 No Oconcl3batt Grade Floor 218.0 -- 0 -- 180 No CEC CVCSoil Grade Zone = House _ Door 24.0 0.420 0 40 90 Yes 3X8 Outside Wall 156.9 0.055 20 310 90 Yes Wood Outside Wall 16.0 0.059 19 310 90 Yes WoodRim Outside COMPUTER METHOD SUMMARY Page 2 C-2R Project Title: Sher Addition Run: 305 15-Sep-04 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm Tlt Gns Type Location/Comments ---------- ------ ----- ---- --- --- --- ------------ -------------------------- Wall 239.2 0.055 20 40 90 Yes Wood Outside Wall 94.0 -- 13 40 90 No Oconcl3batt Grade Wall 56.0 -- 13 40 90 No StnConl3Batt Grade Wall 254.0 0.055 20 130 90 Yes Wood Outside Wall 205.0 -- 13 130 90 No Oconcl3batt Grade Wall 105.0 0.069 13 130 90 Yes StnConl3Batt Outside Wall 174.0 0.055 20 220 90 Yes Wood Outside Wall 4.0 0.059 19 220 90 Yes WoodRim Outside Wall 72.0 -- 13 220 90 No Oconcl3batt Grade Floor 535.0 -- 10 -- 160 No InsulSlablO Grade Ceiling 60.0 0.030 31 -- 0 Yes 17.Sisol3bat Outside Ceiling 156.0 0.030 31 40 23 Yes 17.Sisol3bat Outside Ceiling 90.0 0.030 31 220 23 Yes 17.Sisol3bat Outside Ceiling 254.0 0.030 31 310 23 Yes 17.Sisol3bat Outside Ceiling 292.0 0.030 31 130 23 Yes 17.Sisol3bat Outside PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ----------- -------- ------ ----- ------ ---------------------------------- Zone = House Exposed 40'0" 0.470 10 36 Outside Covered 40'0" 0.490 10 36 Outside FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Comments -------------- ---- ----- --- --- ------- -------- ------------ ---------------- Zone = House 2A Wind 7.5 130 90 Fixed Wood Clad.38 2B Wind 7.5 130 90 Fixed Wood Clad.38 2C Wind 56.0 220 90 Fixed Wood Clad.38 2J Wind 11.9 310 90 Hinged Wood Clad.38 2K Wind 14.2 310 90 Fixed Wood C1ad.38 2L Wind 11.9 40 90 Hinged Wood Clad.38 2M Wind 11.9 40 90 Hinged Wood Clad. 38 2N Wind 13.6 40 90 Fixed Wood Clad.38 2P Wind 13.B 40 90 Fixed Wood C1ad.38 2Q Wind 9.4 40 90 Fixed Wood Clad.38 2R Wind 9.4 40 90 Fixed Wood Clad.38 3B Wind 12.5 40 90 Fixed Wood Clad.38 3C Wind 1.8.8 40 90 Fixed Wood Clad. 38 3D Wind 12.5 40 90 Hinged Wood C1ad.38 Door201 Wind 42.0 220 90 Slider Wood Clad.38 COMPUTER METHOD SUMMARY Page 3 C-2R Project Title: ---------------- ---------------- Sher Addition ----------------------------- ----------------------------- Run: ---------------- ---------------- 305 ------- ------- 15-Sep-04 ------------ ------------ GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior 5C Ext Name Type Panes value Only Shade Type Shade Shade Type Shade Clad. 38 Clr/LowE 2 0.380 0.350 None 1.000 None 1.000 INTER-ZONE SURFACES Surface Area Insul Construction Type Sft2) U-value R-val Type Comments ----------- ------- ------- ----- ------------ -------- CrawlspaceJHouse Floor 218.0 0.097 0 FC0.2x6.16 INTER-ZONE VENTILATION Vent Type None OVERHANGS Fenestration -------------------------- Name Height Width ------------ ------ ------ None FINS Vent/ High Open Vent Height Area Area Diff Comments Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name ------------- (ft2) - ----- (in) ---- Cap ---- ivity ----- Type ------------ Rval ---- Location/Comments ------- Zone = Crawlspace ------------------ FWcrawl 27.0 8.0 28 0.98 Oconcl3batt 10.6 Grade LWCrawl 60.0 8.0 28 0.98 Oconcl3batt 10.6 Grade CVCfloor 218.0 4.0 27 0.60 CEC CVCSoil 0 Grade COMPUTER METHOD SUMMARY Page 4 C-2R Project Title: Sher Addition Run: 305 15-Sep-04 THERMAL MASS continued Area Mass Name (ft2) -------------- ----- Zone = House FWCOncBelow 94.0 FWconcAbove 56.0 LWconcBelow 205.0 LWconcAbove 105.0 BWconcBelow 72.0 Slab 535.0 Vol Cond- Thck Heat duct- Construction Insd (in) Cap ivity Type Rval Location/Comments ---- ---- ----- ------------ ---- ----------------- 8.0 28 0.98 Oconcl3batt 10.6 Grade 13.0 25 1.00 StnConl3Batt 10.6 Grade 8.0 28 0.98 Oconcl3batt 10.6 Grade 13.0 25 1.00 StnConl3Batt 10.6 Outside 8.0 28 0.98 Oconcl3batt 10.6 Grade 4,0 28 0.96 InsulSlabl0 0 Grade SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments None HVAC SYSTEMS System Name Zone = House 92 combo See Note 2 System Type Duct Location Efficiency and R-value ---------- ------------- Comb. hyd. -- boiler/tank 0.92 AFUE Conditioned Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val 92 combo PipeInsl 92combo Boiler w/tank 1 -- 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ ------------- ------------ ---------- ------------ 92combo WATER HEATER/BOILER DETAILS -- No No Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R-value (Btuh) ------------ ---------- ---- ------- ------- ------- ------ 92combo -- 929 150.00 -- 12 0 COMPUTER METHOD SUMMARY Page 5 C-2R Project Title: Sher Addition Run: 305 15-Sep-04 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R-value -------------- ------------- ------ -------- --------- --------- ------- 92combo BaseBoard Baseboard 1 0 -- -- -- SPECIAL FEATURES, REMARKS, AND NOTES 1. Dwg date: 8.18.04 2. No air conditioning equipment is specified for zone 'House'. Minimum SEER andattic ducts assumed. 3. Zone 'House' is heated by a combined hydronic space and water heating system. 4. This building includes a controlled ventilation crawl space. -------------------------------------------------------------------------------- ~~n7aa~~ City ofAsnen / f x ~ 1~~~~' - Pitkin County ,.~.~ ~~. Efficient Building Program OWNER: Mkcheil & Lisa Sher PROJECT ADDRESS: 579 South Statwood Drive PARCEL ID #: CONTACT NAME: MatthewTrac CONTACT NUMBER: 970.925.5590 CONTACT E-MAIL ADDRESS: PERMIT #: (circle all that appty) TYPE OF PROJECT: NEW DECONSTRUCTION REMODEL ADDITION New constructions uare foots e: Points re ufred: Interior remodels uare foots e: < 500 Points re uired: exem ddition uare foots e: 1,042 Points re uired: 50 Detached ara e s uare foots e: Points re ufred: 50 TOTAL POINTS REQUIRED 50 TOTAL POINTS ACHIEVED ~` qw •£. ° atm..,. y~.f .d~. Ar, x.:ev' r. .. ~ ya -- sN City ofAsnen/Pitkin County Efficient Building Program Checklist ~ ~ z Please read the EB Guidelines prior to completing the Checklist. The ~ H ° EB Guidelines serve as the official code document for this program. u, a a 0 LEGEND LL 4 s~_ =Shaded box indicates mandatory compliance for all projects (14 for new houses / 21 for addkiona/remodels) ~ 70 =Dark outline indicates mandatory measures for publicly-funded affordable housing projects (PEAR) ~ z S =Self-certfied (Applicant's signature on this checklist serves as certification.) 1S =Inspected (PC: Plan Check; 1: Foundation; 2: Framing; 3: Insulation; 4: Rough-in; 5: Finaq U n P =Prerequisite (7hese measures must be achieved for the subsequent points to be earned.) m ? Quantity Levels QL 1 = 10% - 25%; QL 2 = 26% - 50%; QL 3 = 51 % - 75%; QL 4 = 76% - 100% '~'^h~` « .~ '''` ., sum. -tt. Yy a C...3:n , "» ..:.:.-"s~.~ ~~mk`m~.: ; "^.: ~ -.~":~°.~.ar'4'i,,. ;'k^s 2.0 DECONSTRUCTION /DEMOLITION & CONSTRUCTION DEBRIS RECYCLING PC ~ - G 2.1 Deconstruction Plansubmitted wkh permRapplicatibn (remodels antl/or scrape-offs only) ~,,. _: 2.2 DemolRion debris reduced (4 points requited of remodels and/or scrape-offs; select from 22.1 - 22.6) 1 3 2.2.1 Wood recycled /composted (a 75% of ail woad) 1 3 2.2.2 Metal clad (290%ofaiimetale) 1 3 2.2.3 Concrete recyced (2 75°k df all concrete) 1 2 2.2.4 Carpet ad re clad (90°k of all carpet pad) 1 2 2.2.5 Compaction (gdndi ,shredding, pushing, etc.) 1 6-24 2.2.6 Material saiva ed for reuse (6 points per level S 3 2.3 Deconstruction materials donated to a non-profR organization 2.4 Construction debris recycled (4 points required of all new constroction & PFAH proje S 4 1.4 2.4:1 Wood scrap recyctad /composted (1 point per Quantity Level) S 2 2.4.2 Metal scrap recycled (290% of all unused metals) '%' S 4 t-4 2.4.3 Cardboard recycled (1 point per Quantity Level) 2ntl Edition 9/03 City of Aspen / Pitkin County Efficient Building Program PITKIN COU~ 1 6UIlDING DE E USE OF RESOURCE EFFICIENT MATERIALS Part ll of section 2.0 S 5-20 2.5 Reclaimed lumber (5 points per quantity Leven S 5-20 2.6 ReGaimed eMedor trim / sidin / intedor trim /flooring 5 points per quantity Leveq S 1d 2.7 Recycled-content cerpet (1 point per quantity Level) S td 2.8 Recycled-content in decking materials (1 point per quantity Level S 1d 2.9 Recycled-contenEsheathing (t point perquan' Leveq S td 2.10 Re clad-content or fiber cement sidin (1 point per Quanti Level) S 1d 2.11 Recyced-content ceramic file (1 point par Quantity Levee S 1d 2.12 Recycled-content roofin (1 point per Qua Leven S 2-8 2.13 Rapidly renewable content flooring used (2 points per quantity Level) S 2 2.14 Built-in kttchen recycling center to include two or more bins s ~, . Sub Total _:~ , ., ,z ~ n ~, . .. ._ ., ~ . 3.0 LAND USE AND WATER CONSERVATION 1-3 3.1 Simple Footprint 1 3 3.1.1 5 4 eMenor comers (no points for 3.1.2 or 3.1.3) 1 2 ~ 3.1.2 5 6 exterior corners (no points for 3.1.1 or 3.1.3) 1 S 1 1 1-5 1 3.1.3 5 8 exterior comers (no points for 3.1.1 or 3.1.2) 3.2 Xenscepe Landsceping (2 points required of all PFAH projects; select from 3.2.1 - 3.2.5)) 3.2.1 Addition of organic material to and aeration of soil S 1 3.2.2 Reduction of turf areas (5 25°h of larrdsceped area or 3000 sq, ft. whichever is smaller) S 1 1 3.2.3 All planting beds mulched with wood chips at k:ast 2" deep S 1 3.2.4 Appropriate use of low-water4emand plants S 5 1 1.13 1 3.2.5 2gned 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 allon per minute savings over code requirements 5 td 3.3.2 DuaFflush toilet (1 point for each toilet, no credtt for toilet under 3.3.1) 5 2-8 3.3.3 Composting toilet (2 points for eachtoilet, no credit for toilet under 3.3.1) 5 1 1 3.3.4 On one sfiowerhead in all showers 5 5 3.4 .Drip Irtigation or no i ' anon 5 td 3.5 Engineered/vegetated swak:s to fitter stomrvvater nmoff (1 point per geaMity level of filtered Nn-Mf) 5 1-10 3.6 :Planting trees beyond required trees (1 point for every tree over requirement) 3-8 3.7 Save and reuse all to oil and/gr excavated fill on site 1 3 3 3.7.1 Topsoil reused on site Indicate storage loption on site plan.) 1 5 3.7.2 100% of excavated fill reused on site (Indicate storage IocaOon on site Ian.) S 2.6 3.8 Site-rock reclaimed on sde (2 points for per k~rel; Indicate storage locabon on site plan.) S 4 3.9 Non-potable water usedfor irti anon S 2-8 3.10 Pervious materials in "hardscape" areas (2 .~ per Quantity Level) 2 6 a..e,-.. 2d2 3.12 Sub Total 5~=. ~~e :~~~`: ~ ~„:..' s ~;~:. ..~..-~.ua. .sue 4.0 FRAMING~& MATERIALS ~~~~ 4.1 Incorporate optimal value engineedng (OVE) framing technpues (6 points required of all PFAH projects) 4.1.7 24" O.C. studs (3 points per Qua Level for all framing) 2 2-S 4.1.2 Two-stud comers (2 points per quantity Leval for all fremin ) 2 2.8 4.1.3 Effic~nt headers (2 points per quaidity Level for all framing) 2 2-8 4.1.4 Stacking joists/studs -eliminating double top plate (2poiMSper Quantity Ceven 2 3 4.1.5 Buildin wtth 2' inkxemeMS (z 75°~ of footprint) PC 3 4.1.6 All framing members shown on drawin sin plan and elevation 2 td 4.2 Oriented Strand Board in subfloors (1 point perquan Leven 2 1d 4.3 Oriented Stand Board in wall sfieathi (1 point per quantity Level) 2 2-8 4.4 Low-toxic Oriented Strand Boars (OSB) (2 points per Quanti Level) 2 2-8 4.5 Finger-jointed studs or en sneered studs for wall framing (1 point per quantity Leven S td 4.6 Finger-jointed interior trim (1 point per quantity Leven 2-86 4.7 FSC cert'fiied material 2 416 4.7.1 FSC certified sustainabty harvested lumbar (4 points per quantity Level) 5 4.16 4.7.2 FSC certified cedar shakes and/or shingles (4 points r Quantity Level) 5 4-16 4.7.3 FSC certified trim and flooring (4 iMS r quantity Leven FRAMING & MATERIALS continued on nett a e 2"' Edition 9/03 City of Aspen ! Pitkin County Efficient Building Program Page 2 4.0 FRAMING & MATERIALS continued 5 416 4.7.4 FSC certified cebihets (4 points pet Quantity Levep 5 476 4.7.5 FSC certified windows and/or doors (4 points per Quantity Leveq 5 2 2-8 2-68 3-12 4.7.6 FSC certified outdoor structures, dediing and landscaping forms (2 points per Quantity Level) 4.8 SFI certfied matertal 4.8.1 SFI certified sustainably harvested lumber (3 points per Quantity Level) 5 3-12 4.8.2 SFI certified cedar shakes and/or shingles (3 points per Quanf Leveq 5 3.12 4.8.3 SFt cert~ed trim and flooring (3 points per Quantity Leveq 5 3-12 4.8.4 SFI certified cebinets (3 points per Quant' Level) 5 3-12 4.8.5 SFI certfied windows and/or doors (3 points per Quan " Level) 5 2-6 4.8.6 SFI certfied outdoor sWctures, decking and landscaping forms (2 points per Quantity Leveq 2 4 1~L 4.9 Engineered Lumber usetl in floors ahtl roofs (1 point per Quantity Leveq (3 points required of all PFAH projects) 2 2 2 4.10 Engineered lumber used to replace 2x10s or 2x12s for structural applications (t 75°k structural material) 2 5.20 4.11 Structural alternatives to wood-frame construction (5 points per Quantity Leveq 2 2.8 4.12 Structural InsulatedPanels (SIP'S) usetl for exterior walls and/or roof (2 points per Quanti Leveq 2 1~ 4.13 Factory-built or aneltzed construction (1 point per Quantity Leveq 1 2 4.14 tiecyGed-content Insulated Concrete Forms (ICES) dsed (t 75°h of all insulated concrete forms) 1 1~ 4.15 Insulated Concrete Forms (ICES) (1 point per Quantity Leveq 3 2 4.16 Non-solvent based foundation waterproofing '(100°k of`foundation waiq 1 3-12 4.17 Frost-protected shallow foundation (3~points per Quantity Leveq 1 14 4.18 20% or more flyash content (1 point per Quantity Leveq " 6 'a ,,~ ~. Sub Total . ~... ~ ... ,, ,. .,_ 5.0 ENERGY MEASURES PC 1-10 5.1 Performance exceeding theModel Energy Cotle 98.2 standard fprAPECC (1 pt for every 5% better) (4 pts for PFAH) S 1 5.2 Window quilts or insulated window shades installed (z 75% of all exterior windows) PC 1 5.3 Mechanical equipment centrally located 5 5 5.4 Energy Star® house PC 3 5.5 Energy 10 anatysis 3 ~;:~ ~; 5.8 All ductwork sealed wiCh mastic 3 1 -`~. m 5.7 Insulate all hot water pipes to all bce8ons to R-2.5 3 3 3 5.8 UnveMed crawlspace (cend'rtioned, insulated walls, continuous vapor bartier, no vents, etc.) 5 2 5.9 Sidearm hot water heater 5-10 5.10 Energ -efficient holler or furnace 5 5 5.10.1 87°k (min.) efficient txiiler of 94°k (min.) efficient furnace 5 5 5.10.2 Moduia8ng or sequen8ally staged boilers " 5 3 5.11 Outdoor reset thermostat control 5 4 5.12 Highafficiency gas hot water heater (stand alone units only) PC 3 5.13 Manual J calculations used for sizing mechanical equipment a . . Sub Total k ~ t' .. t~~~., ti F. ., .... ~ .a .t ri 6.0 PLUMBING 5 2 6.1 Tankless water heater 5 3 8.2 "On-demand"hot water system o Sub Total ~.~ .. 7.0 ELECTRICAL 5 1-10 7.1 Energy Star® appliances (1 point for each appliance) (2 points required of all PFAH projects) S 1 1 7.2 Clothesline (indoor or outdoor) 5 3 7.3 Energy-efficient Gothes washer (selected from list on vnvw.ceel.org -Tier 2 or higher) 5 2 1-10 7.4 Compact fluorescent bulbs (1 point for every 4 bulbs) (1 point required of all PFAH projects) 5 2 2 7.5 Efficient light controls (a 2 intertor spaces controlled) 5 r .-0";, 5 Sub Total s, ~dd .., i'XR "'M1i :~~ G Cam": fim 3t +~` i ate PY.e.'AwI ~ s.~ M.. {.._~~TMK:AS~- 2"d Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 3 8.0 -INSULATION 3 2 8.1 Wall insulation is 70°k re Ged material (2 75°/a d all wall insulation) 3 2 8.2 Rod insulation is 70% recycled material (z 75% of all roof insulation) 3 4 4 8.3 Blown / spreyed insulation (2 50% of all insulation) ' 3 2 8.4 Fonnaldeh a-free or low-toxic insulation (250°h of all insulation) 1-10 8.5 Sin le-pane windows u reded (addftions and remodels on 5 0.5 8.5.1 Doubt lazed (no points for 8.5.2 or 8.5.3) 5 1 8.5.2 Doubleglazed with low~e coatin '(no points for 8.5.1 or 8.5.3) 5 0.5 8.5.3 Spectrally-selective film ap lied to historic windows (no points for 8:5.1 or 8.5.2) 3 7 8.6 Existing ceiling insulated to R-38 or to capacity (additions & remodels duty) 3 5 8.7 Existin walls insulatedtocapacity or rigid insdla5onadded to exterior (additions &remodels only) a Sub Total ~, e, .- :~ 9.0 HEATING VENTILATING AND AIR CONDITIONING HVAC 5 1 9.1 Air destratffication system 1-5 9.2 Natural wolfing (1 point required d~alt PFAH projects) 5 1 9.2.1 Verticel shadin devices for east and west-facing lass ' 5 1 1 9.2.2 Reflective films on east and west-facing glass or use windows w8h a SHGC of less than 0.45 3 1 9.2.3 Radiant heat-reflective barriers installed on roof applications S 1 9.2.4 Landscaping that shades east and west facin glazing during the summer season (June-Au ust) 5 1 9.2.5 Properly sized overhangs for south facing glazing area 5 5 5 9.3 No mechanicel air contli6oning 5 5 1 4-14 4 9.4 Evaporative cooling (no points for 9.3 or 9.6) 9.5 Air infiltration rate below specified levels (Blower Door Test required) (4 points required of alt PFAH projects) 9.5.1 0.40 NACH (Natural Air Changes per Hour) 5 6-14 9.5.2 5 0.35 MACH (2 additional points for every .05 MACH reduction) ' 5 2 9.6 Whole-House Fan cooling (no points for 9.3 or 9:4) 5 10 9.7 Convert electric resistance heat to as (additons & remodels only) 5 4 9.8 Replace electric water heater with a gas water heater (additions & remodelsonly) 5 3 9.9 Hytlronic heat 2 50°k of beatings tem; no points for 9.7) 5 8 9.10 Air to air heat exchan er 6 Sub Total .~ ,~__ ..~.~ ..>_~ a .. ;~~.x:.. w, ~ s ~; ~ , ~~ =.~,. ~;,. ,.,=x.,~, , 10.0 SOLAR 10-20 10.1 Passive solar space head PC P 10.1.1 South facin lazing is oriented wtthin 30 degrees of east or west of true south. PC P 10.1.2 Proped sized overhan s (see Section 925for sizing calculation). PC P 10.1.3 Solar access is unimpededundereasements,covenaMS,ordherprivateagreements PC 10 10.1.4 Suntem red design PC 20 10.1.5 Passive solardesgn 5 10 10.2 Solar heatings tem for iomes6chot water (no points for 10.3 or 10.4) 5 2 10.3 Active solar pre-plumbin (no points for 10.2 or 10.4) 5 15 10.4 Active solar space heating comtiinetlwRh solar domestic tid water s stem (no points for 10.2 or'10.3) 10-80 10.5 Solar enereted electd ' 5 10 10.5.1 System size of 1 kW 5 15-80 10.5.2 System size of z 1.5 kW (5 addttional points for every .5 kW supplied, with a 8 kW maximum) 6 ~ ~ ..., Sub Total ~. 11.0 INDOOR AIR QUALITY S 1 J1 11.1 Low VOC and/or low-toxic interior paint (1 point per Quantify Level) (2 points required of all PFAH projects) S 1 11.2 Solvent-free and/or low-toxic construction adhesives 2-5 11.3 High efficiency air filter 5 2 11.3.1 High efficency pleated (eledrostatical -charged) air filter 5 5 11.3.2 High Efficiency Particulate Air (HEPA) filte( PC 3 3 11.4 Rougti-fn for radon mttigation (no poiMsfor11.5) PC 5 11.5 'Radon mttigation system completed (no Points for 11.4) S 14 11.6 Solvent-free and/or low-toxic wood finishes (1 point per Quantity LeveO INDOOR AIR UALI7Y continued on next a e 2ntl Edition 9103 City of Aspen / Pitkin County Efficient Building Program Page 4 11.0 INDOOR AIR QUALITY continued S 1~i 11.7 Low toxic floor coverin s (1 point per Quantity Leveq 5 3 '" 11.8 Carbon monoxide detector 5 5.10 11.9 Non-atmospherically vented (sealed combus8on) gas furnace, boiler, or water heater (5 pts required for PFAH) 3 2 11.10 Sealed mechanical room 5 5 " ~ ~ 11.11 Exhaust fan in attached garage Or no attached garage S 5 i 1.12 Elimination of all particleboard inside envelope of house S 3 11.13 Elimination of all mdf made with urea-formaldeh de used inside envelope of house S 2 11.14 All exposed partideboard sealed 5 5 t 1.15 America) Lung Association "Health House" 5 4 17.16 Mechanical Ventilation 11 - ~ Sub Total ,.. g .. .,w x :L 12.0 INNOVATION POINTS PC 1.20 12.1 Innovative roduG or design points 5 5 12.2 Akemative fuel infrastructure for vehicle use PC 3 12.3 Location-efficient project 5 15 12.4 Ground source heat pump -wind power fee Sub Total 3 ~... ;- APPLICANTS SIGNATURE: PRINT NAME: TITLE: NOTE: Signature indicates the applicant will comply with stated requirements. Y k j t « « « FOR OFFICIAL t13E ONLY r » PC Plan Check approval by: Date: 1 Foundation Inspection Approval by: Data: 2 Framing Inspection Approval by: Date: 3 Insulation Inspection Approval by: Date: 4 Rough-in Inspection Approval by: Date: 5 t''l, y, ~~~ aaY:, } y $ Final Inspection Approval by: Date: ~j ~ y,.v a`¢~ {..M s:'~t .~`^ .yt ~' ...a~'T *,Vy,~~rc~~'#.AaY ^d.. ,.` `%~ F,f'a~X i.'.m'xX ~a3 ~ t,..~ ~`:' { {*x~~ "`k-. S ~'2M x "``F^Y"_ t . Yx:`„"_ 'ti'k~,~e'+~X,,R M: a'j v `t' :"'~~ it~~ ` ~q~5~~~ ..~si 3-W e~ , a~Y. -, Efficient Building Program Deconstruction Plan Required for additions, remodels, or scrape-offs only. Pro'ect Address: Submittal Date: Contractor. Phon®: Pro a Owner: Date of Demo: Pro act Descri tion: Pro act Sizes ft Deconstruction Contact: Phone: Deconstruction Plan continued on next page 2ntl Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 5 SEP~22-2004 11 33 H-P GE~TECH ~~ ;;'WORTH-PAW! AI: ~_~T,CNn?CAS 1 c`3. ® 2 bPa 2~ 9 .`i^pwnni:•~i=aedri: ~. i^`1'~7C~ti:i.. inr.. ,~ Bozo c.~,~,,;,; rc:,4~?_s Q E1118 L: ^~ECn!n,~p~?'E•uiNC:;.G4Y. SfTBSOfL ST'EJDY .FUR FOLTNDATI()N DESIGN f~ROf'OSED ADDITI:C)R'S'TO EXISTING= flZE'SFDENCE' LOT R42, S7'AflZW4O.L) >79 SUU`1"f3 STARWOUD A)RTVE PITltifN CObiIVTY, C'OLC)RAfDO .BOI3 NO. A04 >8(} 5&:PTENd.IiER 2(}, 2(}04 PREPAREll FOR: MITC-d-IEI.f. SPIER 350 UP.F'fl;,R RA1VCflZ f{OAIJ ASPEN, COLORAi)O 8fl611 SEP C ~ Z004 PITKIN CC)Lll\I'~"Y BUILDING DEPAR7R~ENT ra1F e c e i V e d I i R el S e P• i 2~~ 1 ~~ F~1 AI!4'~`Flg; r i ~-633-5562 ~ Si ive*`3iome 9 %0-X68-19FI SEP-22-2004 11 33 H-P GEOTECH. P.03i19 TABLis OF C'O>\TENTF PUPPOSL; AND SCOPE OI~ STUDY ...................................• -............................,........- I - YR.C~I'OSF.D CONSTR.LICTION ............................................................... .....................- I - Si"i'L : C:ONi~iTIONS .......................................................... .................... .....................- 2 - I'I?3LJ ELI'LORATION ............................... '' - S?_'i;SLIRFACL CONDITIONS .................................• - .,..................-..-.....:............-.....- 3 - D1;,SIGN RF,COMNENPATIONS .................................... .............................................- i - OUNDATIONS ................................._...................- -- -..........................,.,..............- 3 - T~OUNDATION AND RETAINING WALLS ............... .............................................- 4 - T LOOR SI,ASS ............................................................. ....• - -................-_................- 6 - U\~DERllRAIN SYS'tIJM ....................... ..........- 6 - SURFACE URAINAGE ................................................ ...........................................-- ~ ` T'~'ItCQLA'f1UN TESTING .:......................................... .............................................- 8 - LI'MITATIONS ....................................• -- ............................-....................---.................- R - I"IC?"RE I -LOCA'T'ION of Is7; E'LORATC)RY I30RINCTS A1vI)1'LRC(?L n'i'iC)N TEST }TOLES F'I<iIIRE 2 -LOGS OI: EXI'I,ORA'I'ORYBORTNGS AND PROD it,E T'iT Ff(-TUBE 3 - LfiCiENU AND NO'I'LS FIC_Ii.;R.F--. 4 -SWELL-CON00LIUATI011 T I~S'I' IZESLJLTS FICrURE ~ -GRADATION TEST RESULTS T.AI3LE I-SUMMARY UT~ LABORA'T'ORY T.F,ST RESULTS TAf.3LE 2 -PERCOLATION T6'S'7' RESLiI.~'S Received Time 5ea•2?• 11,51ti1~ SEP-22-2004 11 33 H-P GEOTECH P.04i19 4'L1t2POSE !ilsill SC'.CDY~ Cyr STEIJJJ~' 'fi;.i:; report presents the results of a subsoil study and nercolakion testii,g fvr nrol,nsed additions to the existing residence located on L,o# R42. Stanvovd, 579 Svui.h `~;ta*•wood thrive, Pitkin. County, Colorado. The prvject site is shown on Figure '; . The purpose of t'~e study was to develop recoz77n1cnda.tions for ilie i'oz.mdation clesi,gr.. '1'hc stud; was eoi.~dueted in accordance with otzr proposal for geoteci77,ica1 engineezng ser~~ices t.o Mitchell Sher dated .1uly 2i, 2QOG. 'the scope of our study was verbally= znodiJied to include percnl.atior_ testing. fy held exploration progz~azn cvnsisting of explr?ratoty boz~ngs was conducted tv obtain infort7.tation ott the subsurface conditions. Sau7ples o; the subsoils nbiain.ed staring, tIte ;ir;iel exploration were tested in the laboratory to determine their clr_ssiCcatior. compressibility and other engineering characteristics. The results oCtlzc 5etd exploration and laboratory testing wem analyzed to develop rccoinznenc3atiot>-s for is~t:ndatloz7 t}x-~es, deptlts and allowable pz'essures for the proposed building foundation. 1'crco~~,.tron tcstitag w<:ls condncied to determin.c the feasibility of a convez7tiotu~l ir.{iltratiotl septic disposal system. This repot? summarizes the data obtained during this study and presents our c;>rclusions, desigm recon7n,endations and other beotecJ7nieal cngiz7eering cvnsidet-ations based on the proposed construction and the subsurface conditions encountered. I'ROP(TS£;17 C'ONSTROC7['FC3N "1'hc proposed constzuoGipn consist of a garage addition tv the north of the existing to+sldence and additivns 1o the existing residence on the nvrtl~ a+.7ci cast sid:s. ?'1~e garage wi,li. be a single story wood frame structtn•e vver a walkout hasezncnt level «ri.th the garage beinh~ Located vn the main. level. The additions to the residence crnsist v:f a single story ~~.~oad f:zamc structure with aslab-on grade f<vor on the northern portion and a single stony wood fr~~zne skructure over a wallcoui bascznez7t on the caster n pn! lion. The haseznent floc>z•s.will be slab-on-grade. Crrading for tl7.e structure is assumed Ca be relativt;ly minor wins cut depths between about 4 to 12 feet. We aSSllm.e relatlVCIF _LTl1i l~Otli:dc'ltib=a loadings, typical of the proposed type of amsh•uctioz.7. Received Time-SeP 22.-11 ~51Afh-. _ -. _ F-~F~~, .10:? ~iJ. AV5 Jml SEP-22-2604 11 33 H-P GE6TECH P.65i19 _~- ~~ I!""+.lLdll?L', }U£1C11IIST,5, }<>Cat1o17 O7' ~-'•taCILIL, 1)i anS C11a11~~C $it~tllf C&il tl ~~ ir(7tT7 ~IIM1~SE' d^sCI1hCd aL7eve. we should. be. notified io re-eva)iuli.e the recon)rtc1T:}aiions u)ntained i:, this report. S1TF; ~ONI)iT'IO'iS F~;t existing two dory wood frame residence over a wallcqut basepl:-~nt lev.3. is Ioca.teci on tine site. The g~l:omt8 surface on the Iot. slopes moderately steep !o si~cp da~vlt tc the SOIY:LWeSt a?. ~1'adCS hCtwL'8tt ?~% and 40%i>. Th.Cit Ss a()OU1: ~' ~t%Ct O~Clevat'.7 ()ti d1:i ~Ct'CtICC across t:}ae area of the proposed addit}on to the residence clad I t) Peet across the garage adeitien. LJp to about 7 feet of fzl} had beer. p}aced for a. }narking area loeatcci i,o t}Ic sout}Ieasl. of the proposed garage. Vegetation consists oi' aspen trees a.nd scn:tboal<, grass a.).-~cl ~n'eeds. Oceasianal gavel and cohhles are exposed c>n the ='ror?rtd suast.lcc. FI;1L3) k;XPLf)12ATIQ~)~ 'I'lle ',.Ie}d exploration. for the pri>,ject was conducted oz1. August 24, 2044. `t"ta-c exploratory beri;,Us were drilled ai the locati(ms shown on Figure I to e~~a}uate t},e subsLUiace conditions. '1"hc borings were advanced with ~+ inch dial~aeler: contitmous .ky i.s~ht a±aners pou'cred by. a truck-niouuted CV1F-4~B drill rig. 3"hc bori.ngs were logged `)y a. zrrresentativc of Ilepworth-Pawtalc C3eotechnical, lnc. Samples of the subsoils were taken with 1'/n inch and 2 znch i.~. spoon sampkers. The samplers were drivem into the subsoils at various depths wrth blo«'s f7orn a l 40 pound h~ltr)zner falling 00 inches. This test is similar to the standard penetration test. described by ~'~STM Method i)- } SS6. The penetration resistance values are an ittdical:ian of t},.e rciaitie>e dez?sity or consistency of the subsoils, }7epths at which flte. samples Euese taken and ti,e penetration re;sistance'va}ues are shown on the Logs of T).plorato:t•y Roriilgs an(I Isruf le Pit, Figure 2. Thee samples were returned to ozu laboratory fur revieX~,~ by t},c prc~iect engineer and testing. eceive irre.-~ep,?2•-11 :51 AM- -- Jof? tio. Uia Hsu C~tech SEP-22-2004 11:33 H-P GEOTECH P.06i19 5~.rrssl_f~u~ ~.f:r e~cal~t~~'l~c~?~s Ci,aJ>izic logs of the subset°face conditions encountered at the site arc shown c.?n figure 2- Tl..: subsoils consist of betx~eett 3 and 7 :('eet of on-site fii1. matez-ia1 overlying zrteditun dense to dense; silty to very si.liy sand and g,-avet with scatterod cobb;es- 'i lzc soils encountered in the bat7ngs are sizniiar to (.he soils encounterccl at other ncarl;r~ i<riR. ai+nrat.ory testing per'fixnied ozz samples obtained from. the borings included r,,aiitrai mo'islure content; density and gradation analysts. lesul(,s nf•swcll-cozlsolidatinn, testin~~ periizrmed nn relatively undisturbed drive samples, presented on Figure A, inclicai.e Jnw to ,asoderate conzpressibilily rznder conditions of loading, and wetting- ilne sazr.,zic showed a ;ninon collapse potential (settlement under constant Soad) wizen wettcd.:t2.esult> of gradation. analyses performed on small diameter drive sanlple~ (minus l Y inclt fi°action) of t:lze cearsc granular subsoils are showzz rn, Figure S. The laboraicry tesli,rz~ is su,,:rnarized in Table 1. No free water was encountered in the borings at the time o1'driliir,g and the subsoils were sliLiatly znvist to moist. .F3K,SiCN RECOD~f1VFFNDATTOI<T> r0i.'i~DATIONS Co,zsidering the subsuzd'ace conditions encountez-ed in the exploratory borings and the na:.ure of the proposed construction, we recommend tl~e additions be fi>cuzdcd wit11 spread footings bearing on the natural grauzdar soils- The settleztient potential oi'tkse sz.,bg,acle should be furdzer eva.luaied at. tJze time of consU~uctiozz. The design and consitaiction czteria presezited below should be observed i:or a SPreacl footiz:g il,undation system. 1) Footings placed on the undisturbed naCtzral Rreuzttlar soils shoc,ld be designed for an allowable bearing pressure of 2,000 psf. ~iasc~.: on experience., we expect sctClenzent of footings ctesignecl and consb•ucred as Received Iime_Sep.22•_11~51~h4-- __- - - - ---_ )r,[,?-n. 70? 580 ~~~ ch SEP-22-2004 11 34 H-P GEGTECH P.07i19 -4- disu4ssed in 13iis section will he aboz.d. 1 incl_~ or less. 'i here cnttld be some additions! differential settlement ii ti{e. bearing, SgiL becol:~e we±t:ed. The settlement would be difilereratiai hetw:;en the iootira~s forth: addition and the existing foofizrgs for the resicicnce. 2) T'he :footings shocEld 'nave a nliraimun; width cif ? b i.,F::l~es for :;v:.itinuous walls atld 2 feet for isolated pads. ;} Fxxterior footings az1d ibotrngs beneati= unheated areas siFOUlcI be ;>rovided with adec}uate soil cover above their baring elevation for frost pzotection. Placement of founda:lio]ls at least 42 inches be}otin° exterior grade i.s typically used in lhis area. 4) Continuous foundatioll walls sht~t2Id be reinforced t.op and. bott,ona to span Inca? anomalies such as by assumurg an unsupported length of'at least. ]2 feet. Foundation walls actitrg as retairuug structures should zalso rre designed. to resist lateral earth pressures as discussed in the "i~oundation and Retairling; W ails" section of this report :~) All existing fill, topsoil and any loose or disfurf>ed svi.ls should be removed and the !ix>iing bearing level ex[andcd down to the t•ela.tivelr- dense natut~~1 granular soils. The exposed soils in footing area should tl7cn be moistened and compacted. Ifw~rter seepage is encountered. 1.hc footing areas should be dewaten;d before concrete placement. 6) A representative of the geotecbr{ieal engzueer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FC)? ~NI)ATION ANT) RE'1°AINING WAI,L.S P«undation. walls zmd retaining structures vflvch ~u-e laterally supported and can be expected to m~dergo onJq a slight amount of deflection stx>uld be designed fc>r al~ztet•al earth pressure computed on the basis of an equivalent fluid unit weight crf at least 50 pcf ii~r hackfllI consisting ofihe on-site granular soils. Cantilevered retai.nia~~ s~ruc±.aares w!~'tch are sepat•ate from the additions anal can be expected to deflect stdfioientl3 to mobilize sic full active earth. pressure condition should ire desi~ncd for a lateral earth p.ressure computed on ilic basis of an equivalctrt fluid unit weigh+.' of at leas! 4S pcf for 0 Rto~e`i v e d I i m e-Sep , ? 2 . ~ 11 : 51 A~-,.._ _. ._ _ ...--- .. SEP-22-2004 11 34 H-P GEOTECH P.08i19 -~- .bat; i:i.iil COnS151af1~ Of t11C C1Y,-Slte~ an171 ffi' SC11?S. ?3ac1<lill should ^(~: COlltall, vB<-c,al:ion. topsoil or averized rack. Alz fouztttation and retauaing structures shoulc] he designed for appz'oj,riate ia;~drostatic au,d sttxclzarge pzessures such as adjacent Lootiugs, trzL{te, construction materials anc! equipment. Ti,e pressures recommended ahave assume drained conditions beltitad the wY+lis and a horizanta? backfi]l. surface. The buildup of wale! behilac! a wall (,r alz upwsud slapitag bacl<fill suriiice will increase the lateral pressure unposed on a fcn;nclation wall ar retaining stnu:tttrc. ~z uYtdcrdrain should be provided to prevent hydrostatic pressure b:iiidup behind walls. 13aakrIl should be placed in unifot•tn litl..v and compacted to at !cast 90°/~ crl'tl~e ta,axilnuna standard Proctor density at a moisture content near optimum, i~aclt,~li in peveman.t and w~atl,:way areas should be ;:on,pacted to at }east 95`%, of lite maxinatam sialadard T~rocior dc;r,sity. Care shauld be taken not to ovezcompact [he back!%]l or ase ta.rge cgni.pnaent ne~?'tiae wall, since this could cause excessive lateral pressure on the wstii- Sctime settlement of deep inundation wall heel<rll sltanld be expected, even if' a,e mate,aal is pla.eed eotrectiy, and could result in distress to facilities canstructed on the b~tcl.fill,. 1'he Intern! resistance of foundation or retaini-tag wa11 footings tx~iil be a cnnxbinatian of tine sliding resistance oLfhc foatutg on the liaunda'aon materials and passive' earth pressure a«;vnst the side of the footing. Resistance i.q slid.ing at the bo!aorr~s of the li~otines can be caiculatted based on a. coefficient of fricti,ot, of 0.40. Passive pressure of corupact.ed bacl.<Tll agauast the sides of the footing*s eau be calculated using an equivalent. fluid unit weight of 35U pc4: The caeff icictit of friction. and passive pressure values rccon~me;rtded above assume ultimate soil strength. Sait<tble fa.ctots of safei;y should be includccl in ti,e dl:sigfl to limit the strain whi,cb will occur at the ultimate strengt}r, pat~ieular(}~ in tl,e case oi'passive resistance. Fill placed against the sides oCthe faati.aags to t'esisl lateral loans sl,t,ttld be compacted to at least 95% of tl,e maximum standard Practar density at a lr;oistua-e content near optimum. Received Time-SeP.22,-11;51AM- - -- -- - ---- - Soi~ Can. ip4~ SAU FC-~~Ch SEP-22-2004 11 34 H-P GEOTECH P.09i19 -6- 1'L,C:3C)l~ SLnZS , Z"i.e naiural on-site sails, eaclttvaive of topsoil. are suifible to support fightl`• i;:aacc s a - on-grade, construction. ~"he subgracle should be evaluated for sc;ti,len3cnt poteniial at the fine of eotvstruction. "1`o reduce the effects of some, differential movct:tent, floor slabs sl,nu(d be separated nom all bcarv.?~ waL1s and columns vita.; exnansior, ioir:ts which allow utu•esL?~ained vertical movement. lrloor slab eon~ol joints should be t.tseci to reduce dantage due to sl,ritilcage cracking. The rcgttiremerrts foz joint spacing m?d slab reirticn•eement. should be established. by tlzc clesigrter based o1? experience one the intend:.^d slab use. A minirztum 4 inch layer. irf free-draining gavel sho!.tlci be placed beneath bas=anent level slabs to facilitate drainage. This material should consist of~tn:inus ~ inch ag~rres;ate with at least SU% retained on tyre No. 4 sieve and less than. 2'% pas:>ing the No. 2QC: sieve. ~I! Cil.l materials for support of fluor slabs should he compaclsd Lo at least c;=~`.%; of maximum standard Proctor dcusity at a moisture. content near a>I7linutn?. Pec~ufrd X11 can a~.rrsist of the on-site granular si>ils dcvoi,d oI'vegetation, Lonsoil attd vversizixl rn:ac. lJ`vl_)~RDZ2AIN SYSTEM /vlti?ougYt, free water was not encountered duri7?g ottr e~ploratinn, it has begirt our experience in the area it?at local perched broundwater can devclotr during Citri.es of heavy precipitation or seasonal zutzofT. Frozen ground during spring ztiravi'(' can cxeat.e a perched cot2c(ition. We recomuzertdbelow-oracle construction, such as retaining wails and basetncnt areas, be protected frotu wetting and hyclrosLaiic pressure buildup by =m !u~dcrdrain system. The drains should consist of droll?pipe placed in the botmm o1• the v,~alJ bacl:till surrozzrcded above tine ins>cr; level wish free-draining ~•anular n2ateri.al. 'f'l?c dram should be t7iaccd at each level of excavation. and at least 1 foot below lowest adjaccttP fitzish g~<,de and sloped at a znirutnvnz 1 % 1o a suitable gravity outlet. irree-clraiz?in~; grt-tnular :zzatazial used in tl?e unclerdrain system should contain less than 2°.b passim the Nc. 300 sieve., less that?>0%passing the Nn. 4 sieve and have a lraxitrturu size vC3 itches. `f'ire F'eceived Time-~ep•%?.-11:51 AM- -- -- ,~._- .w!- wo. tvw eau c~rncn SEP-22-2004 11 34 H-P GEOTECH P.10i19 7- <trair;. ~raveJ baeifill should be at least 1 ii fe:l deep. Au impen'I,oLIS ntcatzhrt,ne such a 2() ,~~il Y~C' should be placed beneath the drain gravel ir! ~ trough sizapc an c': attached to the foundation wail with mastic io prevent. wetting oi~the hearing scJils. 5i";"L CTR.AD1I~Ci ~"hc risk off'constructive-induced slope it?stabili±y a( the site apps^s:rs Jow prol'tc1~:d cut and iili :,cpth.s are limited. V~~e assume the cut depths fvr i.l,e haselnettt levels v-1 ii not exceed ot~e level, about 1 U to ] 2 feet. Fills should be litnit.ed tv about R to J 0 fc;et d:ep. Ernbeznkment fills should be compacted to at least 9;i°io of the maximtun starictard l'z•vctor d;:z;sity near optimum moisture content Prior Yc> lilt placement, the subgradc should he carefully prepared by removing all acgeta:ti.on and topsoil and co;.npe~:ting to at least 95% vi tl~e maxinz.unt standard Proctor density. Tl~e fll shouJ.cl he benched into tlz: portions of ttte 3,illside exceeding?0°/~ grade. ~, I'et~'r;anent unretaiued cut and fill slopes shottld be graded a: '' 17orizoutal to 1 vertical o, (.latter and protected against erosion ny reveaetation o: otJze;r tncans. The risi; n`~ slope izastabili.ty will be increased if seepage is encountered in cuts and llaaicr sJ.o,pe>s may be necessary. If seepage zs encountered in permanent cuffs, an investigation si~~ould ize ccaaxlucted i.o detcrmiue if the seepage will adversely affect t11e cut. st.ahility. T'izis office sl?outd review site gradin~~ plans for the project privy tv coizstruction. 5i. RFACLl~RAiNAGli The f'nl3owing drainage precautions should be obselved during cozzstruetion and rzrintained at all times ai"ter the additions have been cinnpletal: 1} Inundat?nn oftlze foundation excavations and uncierslab areas slzou)dhe avoided during constrt€ction. 2) Exterior baclcfill sboulcl be adjusted tv near opti.muna moistu; e, and compacted tout least 95% of the rnaxunurz sla.nclarcl l'roctvr ~Jcrtsity in pavement and slab areas and to at ]cast 9U°io o; the znnximtrr.; standard Proctor density in ltindscape areas. Received Time-SeF ??.-11:51AIvl-- ~- - - ~---~~~ - - ;o:~ nn, .iu4 ono GecP•t~ch SEP-22-2004 11 34 H-P GEOTECH P.11i19 _g. ~) The ground surface sun~ot.uuling tize e;;terior of the i~uildin.e sht~uicl be sloped to drain away from tl~e, founciataon in alt clirecticros. ~,'rc re:;onvnend a minin7uui slope of 12 inches in the f.rst 'i (: fcc'. ;.°-, unliavecl areas and 2.. minirmm~. slope of 3 inches in tine first 1 t; (eet ir: p:~eci as•eas. free-draining wall bacluili should be. capped with ai~iout 2 :feet o~the on- site i.iner graded soils to reduce surface water toil itr~ti.on. 4) Roof downspouts and drains should discharge well beyond 4i,e (units of ill i backfill. 1'T',Itt:Ul~lt'1'iUN TESL"1NC~ ~'ercvlation tests were conducted on Septern'rrcr ]'7.2004 to eval.ua.f.e the feasibility of an ilif Ju•atic>n septic disposal system at the site. Une pr<~EiJe ni=and Eons- pcrce:~irrt.iar. holes were du<~ at il1e locations shown on l~ig. 1. The test Boles {nanrir~l i? inch dia~netes by t ; iricil deep) were hand dug at the bottom of shallow bacld~oe pits and were ural:cd with water one day prior to testing. The soils exposed in the percolation holes ar-~ similar to tJ>ase exposed in tike Profile Pit shown on Pig. 2 and colzsis!. ol'abeiut 1 f2rot ~?~topsoil overlying silt; to very silty sand and gravel with scattered cobbles to the pit depth of 8 feet.. "the percol.atian test results are presented in 'Table Ti. The percolation test results indicate an irzfilU~ation rate between 2 ~ and 40 minutes per inefl with an. avora~~e of.•>> mir.:xtes per inch. Based on the subsus-face conditiotrs enconntered and the percolation test results, the test aaea should be suitable for a conventional irafitrntion septic disposal svstern. l?itkiiz County requires that a professional engineer design the septic disposal svst.ezr,. LIIi~ITA'F'IONS This study has been conducted in accordance with geazerally accepted geotechnical en~:ineering principles and practices in. this area at this ti.szie. We make no ~•<<°rarZty either e~ps~ss or implied. The conclusions and reconunendations szrbn~itteci in tl;is report are bzl;ed upon the data obtained fi•orn the exploratory borings clriJ.Jed at the Locations inc=leafed on Pi,ure 1, the proposed type of construction and our cxi>r;ence iti i'he urea. C>:sr services do not include detenntnnig the presence, prcventiw: or posss.bili!y of mold or Received Time-Sep.2?,-11'S1AM _.._ ...........-.---.....--.----.... :-,p ~c~n r.c. iv4~ you <aeuPtSCrr SEP-22-2884 11 35 H-P GEOTECH P.12i19 _q- Utll~r b1UlUylGai GC)ntall]111an15 (MC)I3C`•) dt'.~~CJ(5P1t1~ I1] tl]e 1~U i.u1'C. If til;' Gi1S;?'t !S acmc~~nlecl about Mo7?3C, ti]en •a l~rofessionai in t1;is special field of )ractice i]otti:l be cousuitcd. C)ur I`lndirgs i1]clucle il]ternviatior, and cst.rapnlatinl; of the subsurfi,;:e eoru!it,i,ons ident7fied a1 the explor~to;} horin~s vlcl variations in S.ne su;>surface conri.itions may nat becoli]e ovi<lent :er;ti! excava.tinr. is performed. Pf evnditinns encountered during collstrzectian appear different iizlm those described il] tJ]iv ~~e,un•t. we shot..;d jie noti.iied so that. re-evaluation of ilie reconllrlerldativns lliay be nla!ie. 'i'llis report has been prepared for the exclusive use by our clieni for dcsi~n purposes. W e are not resporLSible for techni.caI int~rprctations by others of n;.tr infvrmatirn;. /~s tl]e pro.ect. evolves, we should provide continued cpnsultation anzl Field servieos during cv]tstrv.cticin tv review and tnonitvr tine itnplelnentation of our recommendations, and to vc.rity'~ha! the recalmzlendations b.ave been appropriately int.elpxetcd. Si«tiilical]t clc:si=z] ci,latllges urzy recluirc additional tuialysis or Modifications tv tl)w reoornlnellcls,i,ioets i>r:^senzed }]erein. We recvnunend on-site observation of ez>cavations and i~ntuldrtion bearin~f st:•ata and testing of structural fi12 by a representati ve of tl]e geotecluu::a1 eta=ir]~cl'. ],rspectfully Submitted, I-iL~.J:'WORTH - PA' 3ordv Z. Adamson, -? '~ _ l ~,_ /~- Datliel E-Hardin, P.E, .I7.~'Jcsvv cc: Charles C'unllit:e I~rchitects - Attn:.fanver I~errington IC.urtz & Associates •-Attn: Blxan tC.zlrt~, M & M Cvnst:uction - Attu]: Jvc Deery ece;ve lime-sep•!?.-11:51RM- - - ~„~~~ SEP-22-2004 11 35 H-P GEOTECH SOUTr1 STAnW00D DRIVE 4080 ~~ ~ ~ BUtLDtNG SETBACK LINE 107D ~ ~ PROPOSEb ~ - i ~ ~ GARAGE $ORSNG 1 ~ ~ .... PROP05ED ~ ~ _`_i}:};: ADDITION ~ R-30 ~& :~;I LI:- ~ ~" BORING 2 ]060 \ -_._ P.13i19 :~.PPRDXINATE SCALE ]"= 40' ~, - ._ 9080 t R-43 i 1D70 -- ~ -' ~,_ -~ -~ -- V F 1050 1050 ~~ R-42 P t ~-----~'"''~ ~~` ~ ~„~_ P 2 ~~ P 3 ~ _. ~ ~ PPROPILE / ~ ` ]040 ~ ~` ~-- d 17U40 . P4~ ,~ I ~~ i ,~ `` ~~, 903D 104 580 ~ y£0 ECHNICALW NC. ~LOCATIONPERCOLA70NATE5; HOL~SGS AND Figure 1 1 ~;:_, ~ y P,eceived Time SeP,22. 11 :51AI~d ' SEP-22-2004 11 35 H-P GEOTECH P.14i19 .,~ ..- -w..~.-^ BORING 2 PR0=7~ F R:T 3D RIN G i ' ELEV.= 1072' E'~.V.= 1b45' E V.= 1b74 1080 lbso ~ 'i07S 1075 20/,2 S8/f 2 .< YY.r5.t 1070 1070 ~Ot DD-BS MAIN F!ODR --200=84 77/f2 •°~ ~~ EX1571NG RESIDENCE p ~. iS/t2 9/12 WG=aD 1055 1065 +a«f 1 .~ ~~ 0~ 17/12 ,.ti 80/12 DDytf4 1060 .`~ d ;, 1060 :4~ -2DO~25 ~? d •~,, ~ ,o ~' 22/12 t9/f2 a o ,t 6 ' ~ 1C55 = Wa~ts . w 1055 43 -200=52 p: ;, 20/12 loco ___ 1o5n 1 a45 r-°-a 1045 t 040 ~' ^~t~ 1040 Note- Explanation of symbols is shown on ~tgure 3. • ?-dEPWORTH-PAWLAK LOGS OF EXPLORA70RY BORINGS ~"f9ure 2 104 580 GEOT~ CHNICAL, fNC. AND PR0{=1LE PIT fieceived Time Ses•??• 11,51RM SEP-22-2004 11 35 H-P GEGTECH LEGEND: P.15i19 PI! L; gra++el!y sit*.y sand, loose to medium dense, woad fragments in Boring 1, slightly moist is i moist, rtaddish hrowr„ organics in upper ' /2 foot of 3oring i. TOPSOIL: sandy silt, oraanics, firm, moist, dark brown. " IP:~ SAND AND GRAVrL (SM-GM); silty to very silty, sandy silt layers, scattered cobbles, medium bb~X..J! dense to dense, slightly moist to moist, reddish brown, subangular rack fi ogments_ ~ ~ Reiative?y undisturbed drive sample; 2-inch 1.D. Califorhia finer sample, Drive sample; standard penetration test (SPT), 1 3/8 inch l.D, split spoon somple, ASTM D-1586. 20 32 Drive sample blow count; indicates that 20 blows of a t4D pound hammer falling 3O inches were / required to drive the California or SPT sampler 12 inches. NOTES: 3. Expfarotpry borings were drilled on August 24, 2004 with a 4-inch diameter continuous flight power auger. The profile pit was excavated on September 16, 2004 with a bockhoe_ 2. Looations of exploratory borings and profile pit were measured approximately by pacing from features shown on the, site plan provided. 3. Elevations of exploratory borings and profile pit were obtained by interpolation betwer:n contours on the ' site plan provided and checked by instrument Level. 4. The explaratcy boring and profile pit locations and elevations should be considered accurate Doty to the degree implied by the method used. 5. The lines b®tween materials shown on the exploratory boring and pit cogs represent the approximate boundaries between material types and transifiions may be gradual. 6. No free water was encountered in the borings at the time of drilling. No free water was encountered in Profile Pit. sluctuation in water level may occur with time. 7, Laboratory Testing Results: WC =Water '~ontent (% ) DD =Dry Density (pcf ) +4 =Percent retained on the No. 4 sieve -200 =Percent passing No. 200 sieve 104 580 HEPWOR7H-PAWLAK LEGEND AND NOTES Figure 3 GEOT~CFEN(CAL, InC. Received Time Sep•2?• 11 51AI~ SEP-22-2994 11 35 0.1 0 c n w 2 d G v 3 4 g~ 0 e 0 w 1 v a E S 2 I ~ ~ ~ I ~ I ~ I Moisture Content = 6.1 percent Dry Density = 98 pcf Sample of: Sandy Sil' ' Fram: Boring at 5 Fee*. i ' i If 1 1 I Compression upon we.ting I 1 i a I f ~ I H-P GEOTECH P.16i19 i.tl 10 APPLIED PRESSUPE - ksf 300 Moisture Content = 52 percent Dry Density = 114 pcf Sample of: Silty Sandy Grovel From- Boring 2 at 10 Feet No movement upon wet£'sng I 1 I I 0.1 1.0 10 100 APPLIED PRESSURE -ksf S04 580 HEPWORTH-RAWLAK SWEL.L--CONSOLIrJATION TEST ~cSULTS Figure 4 GEOTECHNICAL, INC. Received Time SeG.??. 11 :51Af~ SEP-22-2884 11:36 H-P GEOTECH 24 c6 P.17/19 0 ]u zD a ~ ~ H W 40 C H ~ Z W U C 60 W ^. .~ 90 90 f~ 44 c~ 76 ? GD `~ a_ f< 50 Z U ~ a w R 20 t0 0 .300 .600 ].i8 't"58 t~~ ssi$5 +y-u ar ,~ '°~° 12JJ~~ Y.3 ,005 .008 .m9 .037 .074 .150 DIAMETER OF PARTICLES [N MlLLEMF.TERS ]aD .OOi ,C!1x 24 0 70 za 0 w ~ Z 6 w ~o a r ~ ~I U ~ 1K w d 70 >30 as ]00 90 so U 70 ~ N 64 ri F 50 Z W v 40 ~ D_ ao xa ra a sm ~p01 ,OOx ,pp5 .009 .a18 A37 .OR .150 •300 .800 7.t8 236 a75 9.5tx.516.o S/.5 !4s 127u w3 DIAMETER OF PARTICLES IN MfLIiMETERS SANG RA Ctly$L5 C:.AY TO 54T nNc IAC"DIU COARSE ME COAI'v'0~ ~~ GRAVEL 19 % SAND 29 % SILT AND CLAY 52 % LIQUIB LIMIT % PLASTICITY INDEX SAMPLE OF: Sandy Silt with Gravel FROM: Boring 2 at 15 Feet 1~4 58p HEPWORTH-PAWLAK GRADATION TEST RESULTS Figure 5 GEOTECHNICAL, INC. Received Tilre Sep•%?. 11:51gM ~,,.- ) (1/.V TO SG7 FlNE MJ)IIIM COARSE FI,N° I COAR.,L G?AVEL tt % SAND 32 % SILT ANB CLAP 57 % LIQUID LIMIT % PLASTICITY INDEX % SAM?LE OF: Slightly Gravelly Sandy Sitf FROM: Boring ? at 1Q Feet HEP4VORTH-PAWLAI<GkU7ECliNICAL, INC. TABLE 1 5U~IMARY Cif- LA€30RATORY TESi~ 1tESUL.TS Job Plo. 104 SRO " stsrivsri _ ~ ,Q3CRING I _~ ccar~ori ! t.Aru~r.t ` 1 110?STUFF UEPFH I C6tvrENr ~ I raAruxn(. ~ OEZY UENSlTY caAUn,_Iar','~-~~` ------ , GRAVEL SANU ~ i 1 tg°) s t9'°) I rr-rtrert~ I'ASSirlG rJ0. 70© SIEVE n~rra~~i~sLtf-:1IS '~ - -- I IQUIU I PI.ASFIC I LIAhrf 7PIDEX I !!! i~u~~;:IUrn (-a iFRE5g1yE 51 RENGT31 ~'t I _r}tL Iii: 4EUf:UCK 7YE`C h I 5 G"1 98 Gil 4andv silt i ~ 10 8.Q 1 -- r- 1 t _._ 32 _~. _- 57 --.._..." ~ - ---- __---__ - ------ Sli~htl, gracell~= sttnclp sift -- -- ------ ------ --_ _ ~;, 2 IQ 5~ I1~1 2> ~ Sillys2l»(IS' t:ne1 15 10.6 19 29 52 ~ - 5tuad~~ silt ~cilll grltc~el - -- --- - _ ._.. _ ---- ~ ~ ~ ~ --- ~ ---- - .._.__. --- - -- - i - - - ---- _ l _...__ ___ 1 -- r-_-_" ----- ~ --- "--- -------- - - - -- -- ------ - - - - -- -- --. 1 I----._... ..__ .._. } ! I ~ 3_..._. m a N N N m m A N W m m 0 m N W ' SAP-22-2004 11 36 H-P GEOTECH p,lgig9 i-~=?1MOP T ~-P~aV~~! r'+1: G_0 ~ ~ci-it~TCAW, f~1C. TAB! Z ?=RCO~, ~ ?ON i r~ P~~SU? T5 J08 N0. 1x SBU N^. I HOL: HO' E DEPTH ~ ' EIVC T hi Or WP~R ~ WATER pROF IN ! ^ AVERAGE I' ~ . I (INCHES) ~ I(4TERVAL j DEP i r? AT i D=PTH p' ~ WA i .,i~ P=RCOIl+TS01V I i (MIN) Si'ART 0"r 1 END OF LEV=~ , RATE G I ~ ~ INTERVAL i IN7='RVA. i ;INC=i~1$; , (MIN./INCH) i i ~ (INCHES) i ?NCh'9Si I I _,{ i l: I I ~7~/z 6 '~ I y- ~' _ _.. .; s ,, ~V i i I ~ , ~. ~ ~ i j ; 4 31/4 3ir. r ~ i ~ ~ P%;? I 3o I ?D $ jh ~'/4.T, ~:~' °1`' I ~ ~ ~ 1/c ~ 6 1/2 ~ 3jy j j: ~ ~ 6 i/z ~ ~ 6 i .,. i f r' 36 i 2p i 9 7 Vz I ,+/,. - , ° --- a 1/2 ~ 7 1/z I il S Vs. ~ I S ' I 1/z { f 5-M .^- 1 ~~ 3/ f L... ' G /z z _.. .,..... P-4 42 2p 1D 7 ~ J?m.._~ i 7 5 2 I ~ ~ 5 1 '/a 3 3/c I ~i 3 J/a _ . 2 3/. .._--~ ,~~ ~~_~ ~ ~~ ~ ~ ~~~ . f L ~ . .,. 23 . 1 f ;I. I _,.... I Note; Percolation tesi holes were hand dug in the bottom of backhoe pits and waked on September 16, 2©~4. Percolatian tests were conducted on Septen-~ber 17, 20D?. i ne av°rage percolation rates Were based pn the last twe readings o= each test. Received Tine Sev,?2. 11;51kM - TnTRI P. 1 q o ., r TO%-OVdLAI-ldd 1J VlL Ylil TRACT R-42, 5TARWOOD FIVE COUNTY OF PITKIN, STATE OF COLORADO 9RWOOD FIVE, ACCORDING TO THE PLAT RECORDED JULY 13, 1966 IN PLAT BDOK 3 AT PAGE 96 GRAPHIC SCALE (wee) t weh20 M1 0 W°fer SerWCe -x-:-Fenre/in¢ W/ CURVE FABLE C VE RAO/US LEVCIN TANGENT CNORO BEARING DELTA _ C >9 >1 2522 1262 2521 53940'01£ SY1956° ~ ~ 53)25 13628 ~ BB 51 ~ 13591 ~ N3459'00"W ~ JOJZ'M" Legend wd N°fer - Qindicatw f nd 2"pipe w/steel cop - No LS ~ - Bearings v e ra/¢tire fo ¢ bcnrin9 of 5>9P°'0°'Y/ m fAe NodA line of Lof R-d2 monumented os shown hrreon. - Ihis su y tloer not mpresent o fit/e ssarch by this rveyvr to delerm.ne ownership cr to dr'sc°rer nfs a other mrombr¢nces °{ recrd. AO inlorm¢tion pertaining fo ownership, a enfs or other vmbmncei o/ record has been bken Trwn ° (lfle mifinent issued Dy P/tkin County T't/e, Inc. dated F D ory t5, 2001 No. PCT/58>9. - This property Is subject to °pparenf a menfs /u ax/st/n9 uhY/tier and mii9ofim ditches. ore - Forces are shown hereon f inf °fion only and do not n ssorilly represent /units ¢T ownership. - Setb¢Gs ar¢ Dosed on Pltkln County Zone District AFR 10, sa' o-ror yore -so' ride °m re¢r sere. srrvey¢:s certir'e¢e¢ i KENNETH R. xrLSav eeinq n Pr¢tusionoi cone serveynr in tAe score ¢I eN¢rne, d° Hereby cer<i{y M°t tn/s m v o{ exlsUn9 roneltions was prepoied by me and antler my suparnsL rrey mode by me wd under my superNSion ¢nd that D fh ~NsBy map ore trve pnd accerote fo the be f T belief. Z 7~~ KENN£IH R. INL N P.L. 7 : ~ 1E °B-.R/NF-2084 ~, Note' This topo9r Phy m Nofi¢no/ Mop Accuracy Stvndords iw top s Yrhere checked 9°° of points sh°Ntl be MMh / M° ronf°u~ inferwl and well defined points shou/d be platted within 1/50" ¢l r~ rw their tore posiNOn. G'ticv/ design should be bused upon ~ C P `G l~ spot e/ewfl°nA ple°se cmfoct SMmueser Cordon MeyeL G Inc Tor this spot eLerofian in/ormofrn. Pt7KIN C( BUILDING DEf o°,~ey ~MN,_,~E 1 TOPOGRAPHY SURVEY °°"' duaE zooa Appr°red: OF 1 "K°'°~9 ~ `°"°°° `°°. ~ m"' TRACT R-42 w err in lm°~:~ rvv ° u~ ~ro~'' miv I I S W. 6rla STREET SURE 200 r e eo-ow m «/. m ,a e/ GteRwo9o SPRnfes, 6o6oRaoD S I G01 m% °ny Ate/ °aren Der °°~, °, dde« I97GI ®4s- I G0~ ~,~ <g7G> s~~-5g~® STARWOOD FIVE m per a°r: o/ u e.~w, .n° SCbMU€SE.R GGR90N MEYEtd Askew, C®toeanno (9707 1259727 ,eN. E.°~. ee ea a e°e°e.o¢e Eme&oanv~nHrcaxn - _ __ BASS OF BEARINGS w/ stn c v ~- K" 519: - _504_ 504. ~'. \ ,.~~ =.~n i o/ ./, , e ACCESS ENl/EL OPE /1// ~ ~~~~ \ \ o BUILD/NG ENI/ELOPE~ EXIST/NG CRIB-DE R-30 RErAINwc watt ro REMA/N lR£G~~ pl ryp5 °g ~tf `N~ SEPTIC ENVELOPE \ ,__.:~,~ x 11~ y; =~/ _ 1 0/ I~ X / G•~ / / %/ \ i 2~ ~RXLORD~~-~~~/ V~' ~ \ R-4~ szs> acy- 05>8 S. ST.fRNOOD OFII'B ,1 \\ \ \\\\\ y /, / \ /\ \.\ \ ~\ \ \ ~~~2~~ ~I ,, \b ~, "~'~x ~. t ~ 6a / y) ~, y-. ~ ~ \ cf~ ;~ , ' ~r.BA N ,~ .~~ \ l i l I~ V'V A ~t°`- ~~ ¢/ I~.~~~ ~'o 1 \ \ ~' \ o ~~ ~ ~ ~ \, \\\\\ ~ cP ~ \\ \' 'N ~~ ~~I ~ \ i. ~ \ \ ~ ~~r~xFe b-A~, ,~" ~ \\ 'si~4\ \ \~, \ V ~. A A A\ ~~ ~~b'~ -~ . \ ~~~ ~~\ \\~ fir. ~. 1~& ~ -' ~ / iTT~ /~~ ~~to er ~uarc. m.er~vu )L' _ I I $ \ / ~ •\ ~ ~I(_,L ~ /~ ~/\ \ xmc m..cxtrs'awi va.wra \, ~_ ~, ~ma „ o;; ~ , ~ ' ,~ _ ~~ • `• s~ Ln N ~w ~~' ` / \ is pG \ ~~,C h, `~ ~ Joo \% ` ~.~ .yh. .0 \ T ` ~` / ~ ~ ` R-43 ~ \ \ jam, ~`\ ~ / ~ ~ ° I ,~'\ ,( \ ol.~, \ / ~~ ~ o J . \ / ~ f\. '~. ~ / ~ I KG~ENERAL NOTES li qy EXIST Ab TREES TO EE 2EMOYED 3/ ® EX STINb TREES TO REMAIN ' 3/ FROPOSEO ,JNIFEft TRC-ES FOF VIS1A_ SCREEN 4/ ® PROPOSED ADDITION 5/ ® EXISTING H.h.SE CWWGE ORDE0. #1 tll-0>-05 %~~ ~ ~~~ ~ ~~~ ~~~ W `D' ~ ~ ~ ~ ~ . 8 Z J ~ z ~ u s ~ D J ~ ~ F a /U ~~ v~ a ~' 6 Q U ~~~ U ~o 0 W O~ O 30 ~ ~~ =O O ~ C/) ~ S N 6/ HOJS_ MAIN FLOOR REFERIILE ELEVATION ICO'-O" - TOPO6EAPIIYELEVATION OEC 41 DRAWING: l/ GARP4E MAIN FLOOF REFE4NGE E! EVATION 03'-3` TOPCbRAPlIY ELEVATION IOt 56 ISSUE: DATE: Qi4NGf 01-12-05 ORDER Nt PROPOSED SITE PLAN - I SCPLE~ 1" 20' ~= I IDR no. av s ~~ `° RECEIV E® SHEET AO. JAN 2 5 2005 A1.1 ~Itldn Co~~y, eu~arng gyp. ~~,