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Home My WebLink Aboutpitkin.bldg.264507101003 (2)DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. �Oc LETTER OF COMPLETION Pitkin County Community Development Department Use Classification: SFR Building Permit: 0018.2011.PRBU Building Address: 1707 ROSE SPUR LANE SNOWMASS CO 81654 Owner of Building: WILLIAM R TOBEY JR TRUSTEE Owner Address: PO BOX 248 SNOWMASS CO 81654 Group: IRC Type of Construction: VB Use Zone: RS -30 Description: Parcel ID 264507101003 500 square foot deck addition with seasonal sunshade. Comments & Restrictions: U This certificate is issued pursuant to the requirements of the 2009 edition, section 110 of the International Residential Code. I ` This certificate is accepted with the understanding that the inspection and inspection report do not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure and its appurtenances. Additionally, neither the inspection nor inspection report are substitutes for any real estate transfer disclosures which may be required by law or a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Signature of Applicant Dated + � 5 ' Chief Bui ing Official e ' Note: In as oocepsnclss, except R h c*Mcate must be posted In ■ conspicuous piece near the main exit on"premises for which It is Issued. Any aema*m cr use of these described prembe w portmn Mereof w bout the wrhmn approval of the BuIlt!" Oftal stall negate this brier and subject it to revocation. e N C c( 710 qoa� PITKIN COUNTY BUILDING PERMIT APPLICATIO 130 S GALENA ST ASPEN, CO 81611 OFFICE PHONE 970 - 9265526 FAX: 9 70-9 20 - 543 w.aspen INSPECTION LINE: 970 - 9265532 httD: // / /www.asoenoitkin.com n {/ Apo ? . ^Ime numbered spaces only. Permit Number (Office Use Only) �rm it 9 C none) M.axxadd.es. e,ene gD 1707 Rose Spur Lane Snowmass, CO 81654 CO Maaxa Add,e,r PRwe DE Tobey William R Jr Trustee PO Box 248 Snowmass, CO 81654 FD Maim Aadran Pnane FN Structural Associates 4185 County Road 154 Glenwood Springs, CO 81601 970.945.0147 FS . P.:-. . _ R OF RECORD Maim Address Phme M H Lipkin Warner Design 8E Planning LLC 701 East Valley Road Suite 201 Basalt, CO 81621 970.927.8473 MS S. Pr.. .- u„w Add.ae Paa„e RF Jeffrey Orsulak jorsulak @lipkinwarner.com 970.279.1720 SN 6. Parcel ID R (call 920-51601 264507101003 ZG 7. CLASS OF WORK ENERGY COOS FEE PLAN CTEECK ZOIAMG aam I Q Z6 00 otZ, �55 —" NEW AOUITION ALTERATION REPAIR 171 ( s B. Use of Building UBETAK ZONINGFEE RGIMPACTfEE /2 � PFMYmF �' � CI Resfdemlal m Comercial Agrlcukural Other J peed Restriction 9. Is EP Gas used? yes No All IMPACT FEE REMP FEE ACt FEE Rq'dt [usbmHr's T o t al Fooe tag y7 thb permit ](l, vzl_a!ior. New SSFm_nSe Exfstirgl sq footage fax, r dds FEE 500 5,697 500 Type of roar SF pr lNdg Actual Valuation Nu of storks Cnnsbrrrtion Et. Description Main Bldg Perma - 1f � of work (include . / No. or Bedrooms No. of 500 aquare foot exterior deck add't'on less than 30 above existing and finished grade Ex Added Dwellin census Code Al,:- l,J Occ Group Occ load Lot she Use Zone APPROVALS AUTHORREO BY DATE Limi Use H P.C. FH Separate Permits are required for Electrical, Plumbing, Heating, Ventilating or Air � E nsineenne VJ LA Conditioning. This Permit becomes null and void N work or construction authorized is not commenced lire Manhai Fire Spnnkkr ReauVM? Y/N Narm RM.,r ?rM within 12 months or if construction 0 work is suspended or abandoned for a period of 190 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be �N of ASpen water p« cssns. san Disc ' true and correct. All provisions o(laws and ordinances governing this type of work will be complied with whether specified herein or cwt. The granting of a permit does not presume W give authority to violate or cancel the provisions of any other state or local law o,Ire, regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and /or project is buillt in compliance with all applicable codes. PAYMENT OF PITKIN COUNTY USE TAX , The General Contractor or Owner Builder is required to pay a Use Tax - NOTE TMSbrrn eePermKOrdYwM�n p / Ildaled. Wak ua Ned rwRrwtaPemftree dwrMer «•,f. Deposit to Pitkin County (.5%) on the building permit at time of issuance. All sub - permits pulled under a building permit are paid by this deposit payment and should not pay Use Tax_ s tiara X Deposit .5% of 50% of project valuation. Exempt: Exempt Organization 4gnaureddmer (If Ow«Y Birgdv] APPLICATION APPRnvi,o FOR henay be placed on e owner's and /or the contraor's property Property s m M ct M S NOT ACCEPTED PLANS CHE¢EO ISSUANCE when Use Taxis not paid. Elm eceTpt ed: — e 4 V �3D Z? [ne,, co lie r1,ea* F« �( r �5r ✓ s 0 2-a. as PermitF« tmTyraF« AemY,iRAiwx fee Road l-oarr fee Ive F« � 36:5 /76 90 L d 5w� crtll(�d Lviolt 0-) C 3 _J PITKIN COUNTY BUILDING PERMIT APPLICATION 1305 GALENA ST ASPEN, CO 81611 OFFICE PHONE 970 -92 LINE: 970-920-5532 ^a 2—O 1' INSPECTION NE: 970- 920 -5-920 -5 532 htt /ww com � 7 Permit Number (Office Use Only) J Permit J Manna ma.e :, Imo,.e 1707 Rose Spur Lane Snowmass, CO 81654 r MN-1 "d— vnone Tobey William R Jr Trustee PO Box 248 Snowmass, CO 81654 UC l FD M "N Ad,eu Phone FN Structural Associates 4185 County Road 154 Glenwood Springs, CO 81601 970.945.0147 FS Maan Phone MN Lipkin Warner Design & Planning LLC 701 East Valley Road Suite 201 Basalt, CO 81621 970.927.8473 MS m dw ss Phone RF Jeffrey Orsulak jorsulak @lipkinwarner.com 970.279.1720 SN 264507101003 ZG �. CLASS OF WORK EN(EAAJG1Y CODE O DE PLAN tliE[N FFF NING DEP061f GAS FEE NEW M ADDITION M R ALTERATION REPAIR 1 - A OL� 8. Use Of 6aF4dOrg USETAx ONNIG RD IMPACT FEE 22RM^�R �d — e7� m A.kkmW Comercial Agnc.hL1El Other Deed Restriction b LPGnsused° F1 yes M R No AM IMPACT FEE REMPFEE OTHER IMPACT HE Rqd? C,ntomer's ,- 40. Y+kntioR 10, 000 5,697 Type pr aW SF OE eIdg Actual Valuation No.NStorks Cm¢bustbn e o der? No. of Bedrooms ".of Existing Added Dwelling Units fxmws Code Alteration to existina r)errn*t to inc lude seasona sunshade over new deck addition 0¢Group Oct toad lotmae Use Zane s' I LIJ.- APPROVALS ED BY DA aMng ta,W use /'� / y^ o 1 I �� H.RC. ENNA Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air EnOneenug Conditioning. This permit becomes null and void H work or construction authorized is not commenced ore marshal Pve Sprinkler R,.Pnoi YIN Nnm Regmredi Y/N within 12 months or if construction or work is suspended or abandoned for a period of 180 days at any time after work is commenced. 1 hereby Certify that I have read and examined this application and know the same to be of Aspe "water Aspencons.Sanart true and correct. All provisions of laws and ordinances governing 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 violate or cancel the provisions of any other state or local law other regulating construction or the Performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the PAYMENT OF PITKIN COUNTY USE TAX The General Contractor m Owner Builder is required to pay a Use Tax Deposit to PRkin County (.S %) on the building permit at time of issuance. All sub - permits pulled under a building permit are paid by this deposit payment and should not Pay Use Tax. Deposit .S% of 50% of project valuation. Exempt: Exempt Organization structure and /or project Is builft in compliance with all applicable codes. NOTE: This Come'. a pbmi ,ra8dated Ilrurk shoed r'abwta pmnit "I p ds,W Teed. X - C .- _ SipaalLee a X .re of Owner Of Owner avadrl >uz APPUCAnoN APPROVED Fql Property Rem may be placed on the mono's and /or the contractoi s wocerty SLaNnTTAL ACCEPTED PLANS CHE EO 6ss,1uA [ when Use Tax is nat paid. By By By By IYV , 1 I � �� V Dale 1 Dase Daee U I Dale W ! III [7 SubmRtal Fees Reubtea: EMrgyfode R Plan CP,ekFee zmingueno els Eee Issua F-Ill'iMMIt Fee 910 AH l,O Fee Rernsn"unigaNa Noad lm Parr Fee U g 64 he Fge `PITKIN COUNTY BUILDING PERMIT APPLICATION MSGALENA ST ASPEN, CO 8116�11J� aFICFP 9203526 F INSPECTION ON LINE: 971F9265532 —T+ Apparaek to canplew nunhemd spaces onh. Pvmk Nune6er (OHke lhx Otefyi V Permit 1. JOB ADDRESS (fill out address form if none) N.saeARC. 1707 ROBE Spur Lane Snowmass, CO 81854 CO FD FN FS MH MS tF SN 2 OWNER " M10 "' Tobey WWmm R Jr Trustee PO Box 248 Snowmass, CO 81854 3. tDNTRACtOR ,.a.m Skudunal Associates 4185 County Road 154 Gbnwood SprkW, CO 81801 970.945.0147 ARCLNTECT OR ENGINEER OF RECORD LoWn WameT Design 8 PWnnkV LLC 701 East Valley Road Suke 201 Basak, CO 81821 970.927.8473 pERhOT CONTACT Jsm" Ore" Omulak@NpMnwww.com 970279.1720 Pared ID #(call 92D -S160) 284507101003 ZG . CLASS OF WORK NIN A00171001 ROM e[�rBy'm *(�m1emm nmow m aR�lama INIT eRFK • / / •� • ' Use aNalliNa cm-a dN f7lftkwww M Other Bee TAX pamm m Rm/pla ra RmINPAffFU YLPGMMMP r1yes fm No aadlYdddIW ANNIPACTFB Seca o11BtRIl FU 11we �Y!/e Tad Sa Taebp EII. Miamem r SAIFramee ERbeaw"Faeem8 ft roft ..r 10,000 5,897 7YMr wsrirr AsYmllid wYp arda.Ye Ems .sla eenRMiam d wak8wiede aT.be YPaleerdeaNelde Y a dmwee to A*ft own* in kmkmia seem" Na.radraar• Rla.r Eadte m" ua+ewm am colt sunstlade am new deck addition Omem" acsmsd Lame uwz R MPOWAM p swerata panda paeatlWeadMaeatrkY , PYmR6Ieea,NaNry. XwYtYKeaAY Craitlwin& ThYprnYb w aAwmold■ wartaraoMnectlaaaalinhd we a fa adaatd wwm Unra willawaatlwewwwkYappweddwabuNh eadfaraparbdGfUO Vwwanaa AaoeYY ppd YrwpirepspmmeYa0blepadawkiNba omwpaadsllYwMlAerrpralad Mrain eraat.7Mpwlieaefapmsd -- p— %on wAlo ybableawseed dw poehba decry GMraYae or We!Yw waWatlmaaammim"ad mordw palawwlsof maMrlNtloa. ItYaryragwr6aLPb eadmstleeappaPd pins w sal paasrlstlwtaa oeataYadNmmarw walMttM emecYma wd/a pajaeeis balbaryaeserwaYaa"pk"amk& Nm1E:lYbbobardwaadTrr• armNaw.Rrae• padeamheae,dderr'd x .__. L de v ab,m ReasrrNWN WA MVIAETOFp11gIC01NITFUNTAK The Gwwral Caeuarsor w0aew BWldr Is r wkW to pay a UnTa Depwitto NWn ComW(5 %) on the lXjNft parWt dtlred bm . AI1m&pwmXsptdYdwwW aMidYapweedt aeepld6T WsdeposItpryardwshwdd nd pay Use Ta. DepaR.AL dSDN dpta)ectwlW Ylam. Eamepk Eamept Orpdatlom FwewMRnaweFYePYedaaYw�e1 'eae0/aedNemmmaOrYpmpnF Ma lrw MwbY pIL err x Simmrmdorrpmww YdeA oer MPINiIaa ARISOi�RIt pppTAL ACMVM Nora mnlRllQ Aj Sl 9// 1 If& /I/ n If — 12=Zj j �� w order#. cards sr Few rr cares.. aramsr waeaH w sr InspCLisLrpt 81112011 8:21:38AM Inspection Check List PITKIN COUNTY Inspection Llne:920-6532 Page: 1 Inspection Schedule for brianpa Scheduled for August 01, 2011 Permit No: 0018.2011.PRBU Type: 133 Notes: Deck and shade sail Baths 1/2 Baths_ Bedroom Other._ Appiiance:Maker. Inspection Rr FINAL BUILDING INSPECTION 1 - Accepted r% 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ Comments: �3 .ti /� (Js GA / . n Time: 12:00 Bedrooms Full Bath 3/4 _ Bath 4 - PartiaUNot Complete J This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Date Signature of Applicant W DateaAr AZSignature of Inspector Contact Name: 1707 ROSE SPUR LN Name w n Name Contact # (970) 379- 267 Contractor: STRUCTURAL ASSOCIATES Owner: TOBEY Page: 1 hrspCListrot 51812011, - 8A11 Inspection Check List PITKIN COUNTY Inspection LIne:820 -5532 Page: 3 Permit No: 0018.2011.PRBU Type: 120 Notes: asked for AM Scheduled for May 06, 2011 INSPECT FOOTINGS Time: 12:00 1 - Accepted _ Reinspection Fee Comments: - Accepted as - Rejected 4 - Partial/Not Complete - 1�i�tJat�1J Il.{SP�z- 'TtO�SS OIJLy a- "7L1tS ��'t 5t)� Pat-r t> c79— - auPPbM —T 9E$ArlZ 7 9" A4.Q vf' fs1IZ4 btr At4 D C L+nR ©nl 14,4 S / 9 ir6 D ¢ s l -ro -ru is 6 � t N c) r • /�.pP2o,i�-D (li�q - � �� / / p�M lT Iv1 ��'T' � V. Date S Signature of Applicant Print Name Date Signature of Inspector Print Name Be44 —J Address Contact me: Pete Contact # (970) 948 -7761 1707.ROSE SPUR LN Contractor: STRUCTURAL ASSOCIATES Owner: TOtgY Page: 3 InspCt lst.rot Inspection Check List Page: 4 WI 20.11 8:28:54AM PITKIN COUNTY Inspection Llne:820 -8832 Inspection Schedule for cc fire Scheduled for May 18, 2011 Permit No: 0018.2011.PRBU Type: 128 Notes: INSPECT ROUGH FRAMING Time: 12:00 Inspection Results: 1 - Accepted —X— 2 - Accepted as Noted _ 3 - Rejected 4 - Partial /Not Complete Relnspection Fee $ Comments: i Date Signature of Applicant Print Name Date / Signature of inspector Print Name e5; Z TO Its Address Contact Name: Pete Contact # (970) 948 -7761 1707 ROSE SPUR LN Contractor: STRUCTURAL ASSOCIATES Owner: TOSEY Page: 4 2'd MIG026 :01 b8S2 -126 -016 N3N01l3d :W08J 460:80 TT02-02 -1,N14 InspCList.rpt Inspection Check List Page: 2 6/2112011 7:52:27AM PITKIN COUNTY Inspection Llne:620 -5532 Inspection Schedule for brianpa Scheduled for June 21, 2011 Permit No: 0018.2011.PRBU Type: 120 INSPECT FOOTINGS Notes: Time: 12:00 Inspection Results: 1 - Accepted 2 - Accepted as Noted X— 3 - Rejected 4 - Partial /Not Complete Reinspection Fee Comments: Date 9 I Signature of Applicant Print Name e Date f C Signature of Inspector Print Name LT d se Contact Name: Bobby Contact # (970) 379 -2624 1707 ROSE SPUR LN Contractor:. STRUCTURAL ASSOCIATES Owner: TOBEY Page L'd 6£b5026:01 h852- L26 -0L6 N3N0113d:WObd ti90:40 SS02 -22- PITKIN COUNTY COMMUNMY DEVELOPMENT DEPARTMENT 00 1 v e 2014 3"' Floor Aspen, Colorado 81611 (970) 920 -5526 FAX # (970) 920 -5439 April 20, 2011 William R. Tobey Jr. P O Box 248 Snowmass, CO 81654 RE: Land Use Exemption for deck and seasonal shade at 1709 Rose Spur Ln; (PID#2645- 071 -01 -003; McCabe Ranch Lot C AKA Tract C) After checking for site speck issues and reviewing your proposed location for the deck extension and seasonal shade it has been determined that the work shall not encroach into any constrained areas identified in Chapter 7 of the Amended 2006 Land Use Code and is exempt pursuant Section 7- 10- 30(b). The parcel is located within a Scenic View Protection Area, as it is proximate to E. Sopris Creek Road. This proposal has been reviewed by the Planning Director and it has been determined your project can be exempted from formal scenic review based on the plans show to me on April 14, 2011, pursuant to section 7- 20- 120(c)(4)(b) of the Code. Compliance with the following conditions for development in a scenic view protection district are strongly encouraged: Conditions 1. The addition should utilize non - reflective color or composition, roofing material. 2. The addition should have a natural or earth -tone colored facade. 3. All construction parking should be limited to on -site. No parking shall occur on the Road. 4. All areas disturbed during construction shall be re- vegetated using native species of grasses, shrubs and trees as outlined in the Pitkin County Revegetation Guideline. Be advised that all zoning and building codes and regulations are applicable. This exemption is not vested and may not be applicable at the time of permit submittal. Provide a copy of this letter as proof of your Land Use approval to obtain your Building Permit. You are responsible for requesting and obtaining all additional permits as needed. Additionally, if you have any questions or concerns, please feel free to call me at 970 -920 -5092. Sincerely, Cad Anne Holcomb Planner Community Development Pitkin County 970.920.5092 (Phone) 970.920.5439 (Fax) carianneh0co.pitkin.co.us Pitkin County APR 2 2 2011 Community Development � �a t \A w w "w -zr-- f°ue'�'wawr •. 1 , 1 SITE I I II 1 nsa4• ' ! NN i , �� FI d' %/ 00 Pi APR 2 $ 20 WALEV .29 Community Development % �aaxioot J' " __ - - -- 1 - - - - - -- , w "w w © z m - ---------- ---------------------- ........ ..... ..... ........ . .... ....... MIS ...... .......... .. - - - - - - - - - - . . . . . . . . ................ On I q 11 1fi m 111 : 11 Ali I ■ 0 1 o w I C a __= _ _ 0 C Certificate of Occupancy Aspen ~ Pitkin Community Development Department This certificate issued pursuant to the requirements of section 109 of the 1994 edition of the uniform building code. it certifies that at the date of issuance, the structure as described below was in compliance with the, various resolutions and ordinances regulating brtildirtg construction and use in this jurisdiction. lise ClassiScation: Single Family Residence Building Permit: 9-58 - Legal Description: Tract C, McCabe Ranch ~ Building Address: 1707 Rose Spur Lane . u't ,S, Owner of Building: William Tobey Owner Address: 2326 Winnetka Ave Northfield, IL 60093 Group: R-2 Type Construction: V-N lise Zone: RS-30 Description: 6,369 square feet includes three car attached gazage five bedrooms, three full baths, two 3/4 baths, two 1/2 baths, one kitchen. - Comments & Restrictions: Rumford fireplace, two heat n glo oas appliances. BOCC 92-317, 94-33, 93-132 ~r..~.~.t~--P ~ ~cx. 71'7 f o 1 Chief Building Offtcial Date Kote: In all occupancies, except R, this certificate must be posted in a conspicuous place near the main exit on the prentises for which it is issued. Any alteration or use of these described premises or portion thereof without the written approval of [he Building Official shaft negate [his C.O. and subject it to revocation. 30 S. Galena ASPEN• PITTK COMMUNITY DEVELOPMENT_„pEPARTNIEI~T ~Asp~n, CO 81611 ~ ~ General PERM~PPLICATI"0111 Permit 970/920-5090 --- 920-5448 Inspection line PITKIN COUNTY CITY OF ASPEN ^ Applicant fo complete numbered spaces only NO. y ~ ~1~ 7 vu>HUUncas _. LEGAL 2 LOT NO. BLOCK TRACT OR SUBDIVISION (^SEE ATTACHED SHEET) ~ . DESC. ll/r / ,yJ Y G 1- I Gl.i r"'^~ C'jyL - OWNER MAILADDRESS ZIP /A/t'7,M /_~//~. L~-tt'T/ 77 17 r(ON 3 DE q ' wl Wt ZG ~ .~ IG ~ e FD CONTRACTOR MAILADDRESS PHONE -/.dL'~GN NOA/0~ YY '-["s ~H ~~ ~ ~ ~ 0 77 4 ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESS C SE NO M H 5. .o. 2 ~ G- MS D IGNER MAIL ADDRESS .PHONE LICENSE NO 6. _ _, RF C SS OF WORK 7 ENERGY CODE FEE USETAX . CENSUS CODE • NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ C~ / USE OF BUrLOING s PLAN CHECK FEE PERMIT FEE ZONING FEE . _ ~~ 3 ~ ~ dl 2 VALUATION OF WORK SOUARE FOOTAGE , , l U ca 9• $/ S 10 ( TvPe e. cgnatrualdn Ocggpanqv GmoP Lqt Area GO • ~ U-l~ R- 2 11. Is there food service in this builtling ^ ves L~(NO si:ee+Bmmm Ne. grsmriee oqo. Lead - (Taal sauar e ft) 12. Is LPG used? YES ^ NO ~ A ~!~'F ~ NO.OF BEDROOMS Use Zane Flre Sprinklers Required? Yes ^Nq 13. Remarks EXlsyrn~ ADDS ~~'~~ V Aarm System Requited? ^Yas ^No % ~ No. of Dwelling Units OFFSTREET PARKING SPACES f ( Caveretl Uncoveretl ECIAL A PPROVgLS REQUIRE AUTRORRE BY DAT ) /'''~ ~ ~~ ~ ... ZONIN '~ ~'/ t I~ r P _ . H.P.C. ~~ rn> r ]` PARK DEDICATION PRESUB ITTAL l gPPU TI N CC ED• PLANS CH KED A ROV F R SSUANCE ENVIRO "' ~V ~`` q ~ O / L 1 ,~ / ~ ENGINEERING By `~ By " BY_~ BY PARK A ~ DATE ~ DATE DATE RRE m_ " ' ~~~ •/3. 5 WATER TAP ~~ ..q ~ ~- NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING; ASPEN CONSOL SAN. DIST. _ VENTILATING OR AIR CONDITIONING. OTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION T 7 •JI ~- C? ~~ AUTHORIZED IS NOT COMMENCED WITHIN 180DAYS OR IF CONSTRUCTION , ~. OR WORK IS SUSRENDED'OR ABANDONED FOR A PERIOD OF 180 DAYS AT ppYMENT OF PITKIN COUNTY USE TAX ANY TIME AFTER WORK IS COMMENCED. ^ MONTHLY OR OUAR7ERLY RETURNS WILL BE SUBMITTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BETRUE AND CORRECLALL PROVISIONS OF LAWS ^ DEPOSIT METHOD 3.5 % OF 25% OF THE PERMIT VALUATION PAID AND ORDINANCES GOVERNING THIS TYPE OF WORK WILLBE COMPLIED qT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST WITH WHETHER SPECIFIED HEREIN bR NOT. THE GRANTING OF A PERMIT gE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPRO= WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION . OR THE PERFORMANCE OF CONSTRUCTION. IT'IS MY RESRONSIBILITYTO ^ EXEMPT: EXEMPT ORGANIZATION REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED CHERE N ED S C STRUCT~E F~ND/OR PROJECT IS BUILT IN T PT ^ RESALE: STATE&PITKIN COUNTRY RESALE NO. N v CA I AA A 6 e ~ ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN siGN a ronel PITKIN COUNTY IS SUBJECT TO THE 3.5%USETAX. PROPERTY LIENS MAYBE PLACED ON THE OWNER'S AND /OR THE CON- aruRE Oro nF owNER ewLDERI (DATE, TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Code Validation Plan Check Validation ~ u~~~.~s~ ~r - ORK S H PERMIT WILL BE DOUBLE FEE Va r i 3.5 % Use Tax Deposit Va 2 ~~ 13 g t «3 lids' / .~ / .. F .. r ~+YNM':tQ f+'N .W RhH. us ~Ck+.ra ..wi e. ~~.-., o-..rry. 130 S. Galena ASPEN * PITI~N COMMUNITY DEVELOPME11/~ DEPARTMENT General Aspen, CO 81611 G. PERMIT APPLICATION ~ ~~ g ~~ Permit 970/920-5090 ~~~/ 9 /~ 920-5448 Inspection line PITKIN COUNTY~SI CITY OF ASPEN ^ PERMIT No. 'T- .~Yl Applicant to complete numbered spaces only / \ / ~~ ~~ i . .,,o „~.,.,~„ I _ l ~ ~ BD LEGAL LOT NO. ~ /~, l~X~/V~ BLOCK TRACT ORSUBDIVISION ~ (^SEE ATTACHEDSHEET) ` C `.J OWNER MAIL ADDRESS ZIP PHONE DE 3. ,8i~ FDA CONTRACTOR MAIL ADDRESS LICENSE NO 4 •NRfI' ~ FN . L G. ~/li Ol ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESS LICENSE NO MH DEBIGNER MAIL ADDRESS //~~ PHO - LICENSE NO 6 . t'~~~.rvv~ /X ~~ RF CL4550F WORK 7~ Ja NEW ^ ADDITION ^ ALTEf?ATION ^ REPAIR ^ ENERGY CODE FEE N(~ USE TAX CENSUS CODE G.LS~ E ~ USE OF BUILDING s. R~ PL4NC E E ~ ~ 5 S° PERMIT FEE 1Lr /~ ZONING FEE VALUATION OF WORK SQUARE FOOTAGE ~~ --'~ 9. ~ 10 TYPe of COnsimction OccupancyG up LM Area . ~~ _ 11. Is there food service in this building ^ ves ^ No saa pf B°°°I^qq NP. °t srorlea aP. Loaa (Total Square Ft.) 12. Is LPG used? ^ vES ^ No D NO.OF BEDROOMS Use Zone Fire Sprinklers Requiretl9 ^Ves ^No 13. Parcel lD# EXISTws D ( '~ rrr'''+++~~~ [ ~~~~~~ ~~ ~/ ~ ~ ~ Remarks 14 , 't \ Alarm System Requlrstl9 ^Yes ^No „~ . G /rrG/(%i No. of Dwellin g Units OFFSTREET PARKING SPAC ES ^I~ /'T~/J N ~ Covered uncovered fl / LN SPECIAL APPROVALS yr REpUIRED AUTHORIZED BV O _., _ H.P.C. . L ~- S PARK DEDI A C TION PRESUBMITfAL APPLICATJQN ACCEPTED PLANS CHECKEp APPPO ISSUANCE ENVIRO. HEALTH }~ J a /y/) ~ '~`~ /{~~ ENGINEERING BV ~" I BY BV ~L11~-! - BV PARKS / DATE C ~~ 1~ PATE ~ ~ 1 ~ PATE D ~ ~ FIRE MARSHAL pgTE WAT ER TAP NOTICE EPARATE PERMITS ARE REQUIRED FOR ELECTRICAL P ASPEN CONSOL. SAN. DIST. , LUMBING, HEATING, VENTILATING OR AIR CONDITIONING. GTHER THIS PERMIT BECOMESNULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OP IF CONSTRUCTION , OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT PAYMENT OF PITKIN COUNTY USE TAX ANY TIME AFTER WORK IS COMMENCED . ^ MONTHLY OR gUARTERLY RETURNS WILL BE SUBMITTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVfSIONS OF LAWS ^ DEPOSIT METHOD 0.5 % OF 25% OFTHE PERMIT VALUATION PAID AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED qT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MOST WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PRO- WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION . OR THE PERFORMANCE OF CONSTRUCTION. IT-IS MY RESPONSIBILITY TO ^ EXEMPT: EXEMPT ORGANIZATION REVIEW THE APPROVED PLANS A D ANY COMMENTS THAT ARE CONTAINED THEREON AND SEE THAT E UCTURE Ay4Q/OR PROJECT IS BUILT IN COM IP I ^ RESALE: STATE&PITKIN COUNTRY RESALE NO. J IT ~A LIC ES. (//(yam 7 ~,S.oD ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN s1cNAr colaragcT PITKIN COUNTY IS SUBJECT TO THE 0.5%USETAX. PROPERTY LIENS MAV BE PLACED ON THE OWNER'S AND /OR THE CON sl uREOF OWNER (IFOwNER BUaDERI (DATE) - TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITH OUT PERMIT WILL BE DOUBLE FEE Energy Cotle Validation Plan peck Valid n Zonin Valid ion Permit Validation 0.5 % Use Tax Deposit Validation ~~~~ J~ FF~,~- .P ,I, 130 S. Galena Aspen, CO 81611 970%920-5090 ASPEN• PITH COMMUNITY DEVELOPMEI DEPARTMENT y PERMIT APPLICATION FF ~~ Inspection line PITKIN COUNTY ~Q CITY OF ASPEN ^ General oo Permit PERMIT No. ~ y ~. ~ l ~3P'~ 9-58 1 • `l© cf~E SQ~R 1.A ~ C O ~ ~ ~ BD LEGAL 2 DESC LOT NO. BLOCK TRACT OR SUBDIVISION (^SEE ATTACHED SHEET) CO . . r / 4. OWNER MAIL ApDRE55 3 ZIP PHONE p DG . ~l 3- L 'Co E 7-~1-6 W o to u ~~ N o~, ~ 1 tl. ~. boo FD CONTRACTOR MAILADDRESS 4. Ei~~S- 6 ~ ~Ro~ coo ~ 3S APAc~iC ~~ ARCHIT . PHONE LICENSE NO I ~ l$~.3 ~c63~"1S2 ~~ 15 FN ECT OR ENGINEER OF RECORD MAILADDRESS 5 PHONE LICENSE NO • >,~Pu,~t~ wARNti '~ o w 5 11 M DESIGNER MAILADDRESS 6.`Z~ ~c11L~ ~~0"C~c~l 1`t PhAVa- N PHONE LICENSE NO lat RF CLASS OF WORK 7~ '~3 NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ ENERGY CODE FEE U~TAX CENSUS CODE { G.LS. FEE ~~ P ~ ~C~' USE OF BUILDING I qq PIAN CHECK FEE ~~ PER MIT FEE - 5 ZONING FEE ~ ` ^ VALUATION OF WORK SQUARE FOOTAGE `~{ 9 ~ ~~ ~ ~ 1 O Type of Constmction Occupancy Group Lot Area I th 11 s . ere food service in this building ^ YES ^ NO sae of Buiidin No of BtOries (Total Square F9 . Occ. Load 12. Is LPG used? ^ YES ^ NO 13. Parcel ID # NO.OF BEDROOMS Use Zone Fire Sprinklers Required? ^Yes ^No EXISTING ADDED 14. Remarks Alarm System RequirctlP ^Yes ^No No. of 6wellin g Units OFFSTREET PARKING SPAC ES ' ~ ` Coveretl uncovered SPECIAL APPROVALS REQUIRED AUTXORIZED BY DATE ZONING H P C . . . PARK DEDICATION PREBUBMRTAL APPLICATON ACCEPTED PLANS CHECKED APPROVED FOR ISSUANCE ENVIRO. HEALTH ENGINEERING BY ~ ~ r BY BY~ rr BY_~__ PARKS ~f ( DATE 1V ~~~ D T ~/) p~ ,/J FIRE MARSHAL _ A E pgTE DATE (.(~LS~ Q Q- WATER TAP SEPARATE PERMITS ARE RECUIRED~OIR ELECTRICAL PLUMBING HEATING ASPEN coNSOL. sAN. DisT. , , , VENTILATING OR AIR CONDITIONING. OTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION I N I I t Y O OR WOR K S SUSPENDED OR ABA D ON ED FOR A PERIOD O FN80 DAYS AT PAYMENT OF PITKIN COUNTY USE TAX ANY TIME AFTER WORK IS COMMENCED. ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS . ~ DEPOSIT METHOD 0.5 % OF 25% OFTHE PERMIT VALUATION PAID AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUS DOES NOT PRESUME TOIGIDVE AUTHORITY TOO VIOLATE ORTCANCOEL THE P T T WORK ANDITOR O RO VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTIO ISSUANCE OFTHE CERT FICATE OF OC CUPANCY. N OR THE PERFORMANCE OF CONSTRUCTION. IT IS MV RESPONSIBILITY TO REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED ^ EXEMPT: EXEMPT ORGANIZATION THEREON AND SEE THAT THE STRUCTURE AND/OR PROJECT IS BUILT IN CO NC ^ RESALE: BTATE&PITKIN COUNTRY RESALE N0 ~ITH A~~PLICABLE CODES. . ~ y-~ - ANYONE WHO USES AND/OR CONSUMES BUfLDING MATERIALS AND F X SIGNATURE OF CON gCTOR (DATEf I TURES IN PITKIN COUNTY S SUBJECT TO THE 0.5%USE TAX. PROPERTY LIENS MAY BE PLACE ' SG A uRB Or owNER (IF OWNED euILDER) D ON THE OWNER S AND /OR THE CON- (DATEI TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITH OUT PERMIT WILL BE DOUBLE FEE Energy Code Validation Plan Check Validation Zoning Validation n-~ hermit Validation 0.5 % Use Tax Deposh Validation / r-t /d' ~~-(' WHITE-FILE COPY CANARY-APPLICANT PINK-BUILDING DEPARTMENT GOL0.ASSESSOR 130 S.GalenaPLUMBI G PERMIT APF~ICATION~~~ Aspen, CO 81611 ASPEN ~ PITKIN COMMUNITY DEVELOPMENT DEPARTMENT `~~\'~ - 970/920-5090 920-54481nspection Line PITKIN COUNTY CITY OF ASPEN ^ JOB ADDRESS ~~ r - sS OWNER MAIL ADDRESS ZIP PHONE ~ ~ CONTRACTORtltl MAIL ADDRESS PHONE CITY LICENSE NO. STATE LICENSE NO. ARCHITECT OR ENGINEER / MAIL ADDRESS PHONE LICENSE NQ USE OF ~I),ILDING ~ '' "' f~~~ ~ ~ BUILDING PERMIT NO CLASS of woRK: NEW iJ , DDITION O ALTERATION O REPAIR Is there a restaurant in this building? Yes ^ No !~~~ Type of Fuel: Oil O Natural Gas O LPG O WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: Yes O NO If yes, a plan review is required. PERMIT FEES NO. TYPE OF FIXTURE OR ITEM FEE Water Closet (Toilet), Bidet Bathtub Lavatory (Wash Basin) ) Shower ° Kitchen Sink 8 Disp. ""d p2~ Dishwasher ..q Laundry, Bar, Utility Sinks J ,Z t° Clothes Washer Floor Sink Floor Drain SPECIAL CONDITIONS: Water Heater M/BTU ea. Gas Systems: # Outlets / ~ }~ Water Piping &TreatingEquip. . ~ \ J o 1 ~ ~~- Other A LI ON ACCEPTED: PL CHECKED: APPROVED FORISSUANCE: ay By B -_- Y ~~ / Date L,=.J,r~['~! • t L Date /® o t - - -- a e Plan Review $ NOTICE 'Fixture Fee $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 780 DAVS;OR IF CONSTRUCTION ORK $S Permit $ s OR W I USPENDED ORABANDONED FORAPERIODOF180 DAVSATANVTIMEAFTER WORKISCOMiv1ERCED. IF SUBTOTAL $ THIS PERMIT IS ISSUED TOA PROPERTY WTHIN THEASPEN CONSOLIDATED SANRA- TION DISTRICT THE PROPERTY OWNER IS RESPONSIBLE FOR ADDITIONAL SEWER USE Use T2X $ FEES. TOTAL DUE $ I HEREBY CERTIFVTHATI HAVE READAND EXAMINED THISAPPLICATIONAND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS NPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED SELECTION OF METHOD FOR PAYMENT OF USE TAX HEREIN OR NOT. THEGRAMING OFAPERMIT_DOES NOT PRESUMETO GIVEAUTHORITY O MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED TO VIOLATE O NCEL THE PROVISION OF ANV OTRER"STATE"OR LOCAL CAW . REGULAT~R ION HE PE ORMANCE OF CONSTRU ON. ~~.~ ~ 2~~ ~ O DEPOSIT METHOD:3.5%OF 25%OF THE PERMIT VALUATION PAID SIGNATURE o~NTRAcT6R oR AuTHORIZEO AGENr (DnrE) NOW AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN SIGNATURE Of OWNER (IF OWNER euaDER) onT 90 DAYS AFTER COMPLETION OF WORK. 1 E) OWNER/APPLICANT: The untlersignetl applicant to personally pertorm plumbing work on the descdbetl GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT properly or resitlence hereby certifies, as acdndltion of issuance of such permit. mat the above desedbetl AND REMIT TAX FOR ALL SUBCONTRACTORS THAT DO NOT OBTAIN property or residence is owned by the applicant: that the applicant is not engaged m the business or construction or remodeling; and such property is not intended for sale or resale, nor is i[ rental property THEIR OWN PERMIT. VALUATION: (occupied orto be occupied by tenants, wM1ethartmnsiant m permanenq, nor will it be generally open to the public. It is understeod that compliance whh these assurances is acontlition ofthe i f lu ssuance o a p mbing permit to the applicant pursuant to fie provisions of C.0.S. Section 1258-11312) (as amended) and that O EXEMPT: STATE&PITKIN COUNTY RESALE NO. , failure to comply herewith will be grounds for revowtlon of the plumbing permit or any certificate of occupancy issued with respect to tM1e property or resitlance tlescribetl. EXEMPT ORGANIZATION Applicant Data' <nnn vauaan°^ 3Yz% Use Taz Deposit Validation COPIES: WHITE-FILE COPY YELLOW-APPLICANT PINK-FILE GOLD-ASSESSOR ELECTRIG~L PERMIT APPLICATION 3 130 South Galena ASPEN *PITKIN COMMUNITY DEVELOPMENT~DEPARTMENT Aspen, CO 81511 PITKIN COUNTY ~ CITY OF ASPEN ^ o ALT 970 / 920-5090 ~~~0, (CG~ 970 / 920-5448 Inspection Line PERMIT NO: ~ ^ r JOB ADDRESS (# AND BTREET) n OWNER 3~ / / ~~ ~ PHONE L ~ ELECTRICAL CON TRA OTOR ~ ~~~ MAILING ADDRESa ZIP PHONE _ ~ / ~ ^ ~ COLO. LIC. # - -r~~rcie x/Y3Z ~ _C'4°/^l11 a OY~ z/ ~ 35' v-yis'Y / , BUI ,3 G PE i T p OCCUP ~ CY GROUP TYPE CONSTRUCTION E FOOTA~ / ~J 3 SQUA/R SCC. ~ . ~ _ L CCJ(0 ~i2/dv~-IF c-~U(~ ~- ELECTRICAL VALUATON CLASS OF WORK ^ ADDITION ^ ALTERATION ^ NEW DESCRIBE STRUCTION SERVICE ^ OTHER DESCRIBE WORK IN DETAIL (FOR ADDITIONS, ALTERATIONS, INDICATE TYPE, NUMBER AND LOCATION OF SOURCE OF CIRCUITS: ~~ , ~K ' Lt/~cG~ d OWNER/APPLICANT: The undersigned applicant to personally pertorm elechical workon the described property or residence hereby certifies, as a condition of issuance of such permit, that the above described property or residence is owned by the applicant: that th li e app cant is not engaged in the business of construction or remodeling: and such property is not intended for sale or resale, nor is it rental property (occupied or to be occupied by tenants, whether transient or permanent), nor will it be generally open to the public. It is understood that compliance with these assurances is a conditi f h on o t e issuance of an electrical permit to the applicant pur- suant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and that failure to comply herewith will be grounds for revocation of the electrical permit or an certificate of occupancy issued with respect to the ro ert i p y p y or res dence described. Applicant: Date: PAYMENT OF PITKIN COUNTY USE TAX EXEMPr.~ ExEMPr oRGANIUnoN ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED RESALE: STATE &PITKIN ^ DEPOSIT METHOD: 3.5% OF ES°/< OF PERMIT VALUATION PAID N OW AT ISSUANCE. ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FIXTURES IN PITKIN COUN A FINAL REPORT ON TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS IS SUBJECT TO THE 3.5°/< USE TAX. OF SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OF C T ER IFICATE OF PROPERTY LIENS MAV BE PLACED ON THE OWNER'S AND OR THE CONTRACTOR' OCCUPANCK PROPERTY WHEN THE USE TAX IS NOT PAID. NOTICE For all work done under this permit, the permittee accepts full responsibility for compliance with th N USE TA% $ PEPMn FErE7 DOUBLE $ ~ - ~s e ational Electric Code, the City of Aspen ordinances, and all other county resolutions cit di d r , y or - nances, state laws, whichever applies. Permit subject to revocation or suspension for violation of BUILDING DEPARTMENT ACCEPTANCE any laws governing same An acce ted fi l l . p na e ectrical inspection shall be obtained prior to using the electrical system. A Final electrical ins ection h ll b APPROVED ev DATE p s a e requested within 48 hours after complet- ing an electrical installation . SZo ~~ ~" ~ PERMIT VALIDATION /G ~ o SIGNATURE OF qP IC DATE RECEIFT# (/~ _ TO T AL -- AI T ATE ~~~~~~!!!r!! ~ M~V® ww 4~t ~ /,~ ~//~ ~ l /T~//~ ~f //~<\ ~ ] ~ ~t/ a I J O WHITF~LII C nnov ....I...I.r-nrrut:Arvl PINK-FILE IGOLD-ASSESSOR ELECTRIG~L PERMIT APB LIGATION 3 130 South Galena ASPEN *PITKIN COMMUNI Y DEVELOPNIENY bEP,4FiTIVIENT~~ Aspen, CO 81611 PITKIN COUNTY CITY OF ASPEN ^ ~o~~ ~/lp~ ~~5 970 / 920-5090 / 970 / 920-5445 Inspection Line PFRMIr nln~ JOB ADDRESB (p AND STgEETj ^ / N / S P~ C s ~ OWNER A PHONE EL CTRICAL CONTRACTOR MAILING ADDRESS ^ /~ / ZIP PHONE ~ ~~j ya ~OLO. LTC. # BUILDING PE R M IT # OCCUPANCY GROUP TYPE CONSTRUCTION SQUARE FOOTA GE - ~ - _ v ~ A ` - LS USE OF BUILDING O ,~.. ~ ELECTRICA L VALUATION ~ ( CLASS OF WORK ^ ADDITION ^ ALTERATION L fVEW DescRleE CONSTRUCTION SERVICE ^ OTHER DESCRIBE WORK IN DETAIL (FOR ADDITIONS ALTERATIONS INDIC , , ATE TYPE, NUMBER AND LOCATION OF SOURCE OF CIRCUITS: 1 t t .---- OWNER/APPLICANT: The undersigned applicant to personally pertorm electrical work on the tlescrlbed property or residence hereby certifies, as a condition of issuance of such permit that the above describetl , property or residence is owned by the applicant: that the applicant is not engagetl in the business of construction or remodeling: and such property is not intentletl for sale or resale, nor is it rerital property (occupied or to be occupied by tenants wh th will it b t , e er ransient or permanent), nor e generally open to the public. It is understood that compliance with these assurances is a condition of the issuance of an electrical permit to the applicant pur- suant to the provisions of C R S Section 12-23 111 2 . . . - ( ) (as amended), antl that failure to comply herewith will be grounds for revocation of the electrical permit or any certificate of occupancy issued with re pect to the pr perty or residence describetl. Applicant: Date: /J . ///. 9 O / P ENT OF PITKIN COUNTY USE TAX EXEMPT: EXEMPT ORGAN2ATION ONTHLV OR QUAFlTERLV RETURNS WILL BE SUBMITTED RESALE: STATE &PITKIN ^ DEPOSIT METHO@ 3.5% OF 25% OF PERMIT VALUATION PAID NOW AT ISSUANCE. ANVONE WHO USES AND/OR CONSUMES MATERIALS AND FIXTURES IN P A FINAL REPO T O I KIN C UN RT ON TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS IS SUBJECT TO THE 3 5% USE TAX_ . OF SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OF CERTIFICATE OF PROPERTY LIENS MAV BE PlACEO ON THE OWNER'S AND O OR THE CONTRACTOR' CCUPANCY. PROPERTY WHEN THE USE TAX IS NOT PAID. NOTICE USE TAX PERMIT FE E DOUBLE For all work tlone under this permit, the permittee accepts full responsibility for compliance with the National Electric Cotle, the City of Aspen ortlinances, and all other count resolution it d $ / T $ -' / ~~ oC. ~ //JJ y s, c y or i- nances, state laws, whichever applies. Permit subject to revocation or suspension for violation of BUILDING TMENT ACCEPTANCE any laws governin sam A g e. n accepted final electrical inspection shall be obtainetl prior to using APPROVED ev ATE the electrical system. A final electrical inspection shall be requestetl within 48 hours after complet- in an elect i l i g r ca nstallation. / ~~ // ~Y PERMIT VALIDATION 9 ~/ //_ DATE RECEIPT# TOTAL SIGN T FgpPLICANT / DATE WHTF~FIIFCl1DV ~ ~ ~ r\1 ~ ~ ~~~`~'~ _. ..ANARY-APPLICANT PINK-FILE GOLD-ASSESSOR v Q MECiriANI~,AL PERMIT AI~;~LICATION 130 S. Galena P`rV~-.4 Aspen, CO 81611 ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 970/920-5090 920-5448 Inspection Line PITKIN COUNTY ~ CITY OF ASPEN ^ ~i1 `---° JOB ADDRESS ~~ lJ" ~~~~ OWNER ~~•~I~^,,~~~~ ,, COCT_ ~ OR i ARCHITECT OR ENGINEER USE OF BUILDING CLASS OF WORK: `~I, PHONE LJ ALTERATION 0 REPAIR Is there a restaura WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: Q YES DESCRIBE WORK: ^ NO A Type of Fuel: Oil PEF Type < Vent H .v -( f-~~y~ ~M~ C~ Hepair, Alteration or Additi< Boilers (includes vent) B.T:I SPECIAL CONDITIONS: ' Air Handling Unit- " ~, /~ ,('~ ~ ~ ~"~ 1~ Ventilation Fan AP I N ACC PIED: , PLANS CH CKED: ' APPROVED FOR ISSUANCE Range Hood : Gas "piping" sy oy ey Gas Log or Appliance Other Date L I oats Dat{ NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AU- THORIZED IS NOT COMMENICED WITHIN180 DAYS O , R IF CONSTRUCTION OR WORK IS SUSPENDED OR i4BANDONEp FOR A PERIOD OF 28 " 0 DAYS AT ANV TIME AFTER WORK IS COMIMENCED. I HEREBY CERTIFYTHAT I HAVE: READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO gETRUEAND CORRECT. ALL PROVISIONS OF LAWS A R ND O DINANCES GOVERN- INGTHISTYPEOFWORKWILL'BECOMPLIED WITH WHETHERSPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT IDOES NOT PRESUME PAYMENT OF PI TO GIVE AUTHORITY TO VIOIATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORFJ~ANCE OF CONSTRUCTION ~ MONTHLY OR OUARTERLV RETURN . ~ DEPOSIT METHOD: 3.5%OF 25%0 FINAL REPORT ON TOTAL ACNAL /~ l -Z7~ Y SUBSTANTIAL COMPLETION OF WO SIGNAT OF CONTRACTOR OR AUTHORIZED AGENT OCCUPANCY (OAT E7 ~ EXEMPT: STATE & PITKIN COUN EXEMPT ORGANIZATIO ANYONE WHO USES AND/OR CONSUMES B SIGNATURE OF OWNER (IF OWfJER BUILDER) COUNTY IS SUBJECT TO THE 3.5% USE T (DATE) OWNER'S AND/OR THE CONTRACTOR'S PR Permit Validation , PHONE LICENSE NO. LICENSE NO. BUILDING ERMIT NO it in this building? Yes Q No Q yes, a plan review is required. Natural Gas ^ LPG Q MIT FEES f Equipment Fee / Systems-B.T.U. raters rption Unit n to Existing System 1. C.F.M. ,r.~,6 Plan Review $ Fixture Fee $ Permit $ __ SUBTOTAL $ ~- Use Tax $ .TOTAL FEE $ KIN COUNTY USE TAX S WILLBE SUBMITTED. THE PERMIT VALUATION PAID AT ISSUANCE. A OST MUST BE FILED WITHIN 90 DAYS OF ` RK AND70R ISSUANCE OFTHE CERTIFICATE OF Y RESALE NO. N UILDING MATERIALS AND FIMURES IN PITKIN 7 , T F C T AX. PROPERTY LIENS MAYBE PLACED ON THE OPERTV WHEN USE TAX IS NOT PAID. 3 /z /o Use Tax Deposit Validation pl,..~ MAILADDRESS Zlp COPIES: WHITE-FILE COPY YELLOW-APPLICANT PINK-FILE GOLD-ASSESSOR _ » PEH-11-1999 1132 -ROM HSPEr~.'PITKIN C`OM I)E~a 9-9278487 P. 83 ~. ~-S ~\ ry~~ PI'I'gIN COiNTy ROAD ACCESS/DRiVEWAY Permit Fee: .S 1.70.00 Receipt ~1 2, f Read instrucrions on the reverse siae beiare comnl TI-TIS PE~.~I1T y1tiST f3$ ?~E;PT ON SITE AT :~I_?. /~...,..,. , Cam` ~ I'tc. w.• W Sv in.Y address I~'C>'~- ~~ ~ '-` P^opem Owner (~ > ~ VI Ic~4.gyl ~O~jp~,.a i Owners Address232lo (,uq~w,~.~. a ~. r ~¢ ~ Leal aescription or property to be accessed Located on the -~w ~ _ side or County Road ~ ' ~ G+-~wfc. ~ Road (proviae a detailed ~ also 1Qlowtt ~ trap showing the locaipon). Address ofproperry,to be accessed l~p~-- ~~s2 ~ I (Pitldn County staff will date.-mine the address.) ~L`ld` i Parcel ID number of property to be accessed ZIo (Call the f'itkin County sessor's Office ai 92 _ ~ ~ ab3 i ~,~ of 0 0160 for the parcel ~ number_) a pe1m1L Provide the followins information: COnsB11C11on to begin on (date)_~y., ~~ Is there an existing access? ~/p __,_ Do other roads/easements abut the propem? AgticultLtral access -- number of aeres~ /. S/ 2iey~e5 ~ ' Residential access - typelnuraber dwelling units "-~---- Commercial access -- number/square footage of businesses r ..J~L~- i Included with this application shall be the Following: ~ _`Y ^ Driveway Plan/profrie ^ ,Compliance with land use approvals ^ Boaz~d of Adjussment o~ry Road shown ' ' ^ Specific site or vieiniry map ^ Access aPPmv~ (if applicable) ^ Writtea proof of a license or agreemeat to cross Basement Agreements ~1f applicable) RFRHA ProP~y (if applicable) Applicant Signature: Staff commears: , Daze; Date= OVER ASPEN*PITKIN COMMUNITY DEVEL.OPMEN- DEPARTMENT / 130South Galena Street • Aspen,Colorado 81611 97Cj920-5090 ~ r BUILDINGINSPECTION CHECK LIST R -~~j Inspection- / ~ Reinsgection r ~ Partial r`,..,.,.I,..,. !-:?~ ,~ ni/ ).,~,., ^ STEEL (Rebar) ^ ELECTRIC •-r _. ^ PLUMBING ... •,r, ^ MECHANICAL ~•" reu nn O APECC lvV.f(/77 Y.f(`~f J UILDING ' ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame Caissons ^ Underground ^ Waste & Vent ^ Flue(s) D Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ WaterPipe ^ GasLog ^ Insulation ^ Drywall ^ Wall Cores ^ Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Struc. Slabs ^ Final ^ GasTag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ Bonding ^ Final ^ Kitch. Hood ^ Spa Final ^ Piers ^ Special ^ 'Fire Sprinklers ^ Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ Snowmelt ^ 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_ ~:a ,I ,_ .._. _, I Instructions to DESCRIPTION: #Levels Garage: Attached Detached: Carport Entry Foyer- Bedrooms _ Full Bath _ 3/, Baths _ '/z Baths _ Kitchen _ Dining _ Living Family/Rec Media Room_ Library _ Office/Study - Exercise Room_ Solarium/Greenhouse _ _ _ Storage -Laundry Mech. _ Mud Room _ Sitting Room _ Den _ Breakfast Nook _ ,_ ACCESSORY UNIT: Living _ Kitchen _ Bath _ Bedroom Fireplace: Make: Gas Appliance: Make: Contact Phone Gas Log: Request Received r~// ~~~ ' ~~~- TIME NAME Request for~~M~/~T{ W Th F am pm TIME: Date Insp.,"7""_' Inspector~~~A ~.---- IntlepentlencePress, Inc. `~ 6q0 ASPEN*PITKIN C;OIVTMUNITY DEVELC7P1v1E'NJDEPARTMENT 930 South Galena Street Aspen,Colorado 89699 970/920-5090 / BUILDING INSPECTION CHECKLIST V// Inspection_~ Reinspection_~ Partial- Cmm~leto o.....,a~i.. ~ l /_~ )A9C ^ STEEL (Rebar) TRIC ^ 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 ~]~ina~ ^ GasTag ^ Ventilation ^ Pool ^ MobileHome ^ Pads ^ Bonding ^ Final ^ Kitch. Hood ^ Spa ^ Final ^ Piers ^ Special ^ *Fire Sprinklers ^ Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ Snowmelt ^ Acceptetl~" Accepted as Noted ^ Rejected ^ Reinspection Fee $ ^ Yo e required to make the following corrections on the construction which is now in progress: * Contact Fire Marshal for sprinkler inspection. _ ,,,,I .. ,;~. .~ _! h~ .,. -:_ ~., _. i __ , Instructions to Inspector: >;: t. I: DESCRIPTION: #Levels Garage: Attached Detached: Carport Entry Foyer- Bedrooms _ Full Bath _ 3/, Baths _ %z Baths _ Kitchen _ Dining _ Living Family/Rec Media Room_ Library _ Office/Study - Exercise Room_ Solarium/Greenhouse _ _ _ Storage _ Laundry Mech. _ Mud Room _ Sitting Room _ Den _ Breakfast Nook _ ACCESSORY UNIT: Living _ Kitchen _ _ Bath _ Bedroom _ Other: Fireplace: Make: Gas Appliance: Make: Contact Phone _ Request Received Request fo//r /M Date Inso!/J/,2 /i Gas /, Indepentlence Press, Inc. (/ 6Po0 y , ~- ~.,~.-,~._w. ._~ ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130South Galena Street Aspen, Colorado81 S11 970/920-5090 BUILDING INSPECTION CHECK LIST /~ Inspection Reinspection Partial (mm~lc}o ,_ ni_ C 4 ^ STEEL (Behar) ^ ELECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC ^ BUILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slati Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ WaterPipe ^ GasLog ^ Insulation ^ Drywall ^ Wall Cores ^ Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ S ecial p ^ Struc. Slabs ^ Final ^ Gas Tag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ Bonding ^ Final ^ Kitch. Hood D~ Spa L~'~inal ^ Piers ^ Special ^ *FireSprinklers ^ Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ ^ Accepted ^ Accepted as Noted ^ Rejected Reinspection Fee $ ^ You are required to make the fo/%wing corrections oh the construction which is nowinprogress.• * Contact Fire Marshal for sprinkler inspection. .... .: . ~. , _~.~ ~, J ..., ~~ j u 'mac F c co s~ N C, 4.n a 2 rev , D ti arp~Yt, S i7fi 12~ O DESCRIPTION: #Levels ~ Garage: Attached ~ C'~ Detached: Carport Entry Foyer l Bedrooms ~ Full Bath ~ 3/a Baths ~ Yz Baths Z Kitchen ~ Dinin g ~ Living ~ Family/Rec / Media Room_ Library ~ Office/Study I Exercise Room Solarium/Greenhouse _ Storage l Laundry _1- Mech. ~ Mud Room ~ Sitting Room _ Den _ Breakfast Nook ACCESSORY UNIT: Living-Kitchen _ Bath _ Bedroom Other: Fireplace: Make: I'-~r2.h Gas Appliance: Maker fin'`g„v ,,, ( ip n Gas Log: 7 Owner_ f~J~c y Intlependence Press, Inc. Contact Phone (Z~ t~~ /,~~,'~-,~ Request Received Request for M A W Th F am p TIMEAMe Date Insp. ~ l ° anspector~ I n/ 3~ ASPEN*PITKIN COMIVIUN(TY DEVELOPI~iIENT DEPARTMENT 130SouthGalenaStr•eet • Aspen,Colorado81611 J70/920-5090 / P Reinspection_ BUILDWGIIaNSPECTIONCHECK LhST 'I// Ins ection_1~ r~ , , .a, r ~~,,, ^ STEEL (Rebar) LECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC ^ BUILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ WaterPipe ^ GasLog ^ Insulation ^ Drywall ^ Wall Cores ^ Per .Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Struc. Slabs final ^ GasTag ^ Ventilation ^ Pool ^ MobileHome ^ Pads ^ Bonding ^ Final ^ Kitch. Hood ^ Spa ^ Final ^ Piers ^ Special ^ `Fire Sprinklers ^ Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ Snowmelt ^ .vccepcea u Accepted as Noted ^ Rejected Reinspection Fee $ You are required to make the following correction the construction which is now in progress Contact Fire Marshal for sprinkler inspection. _. .- ~ ,, ; ~. _, ~. _._ ,. t Instructions to Inspector: -° r~ ....~.,~ ..~.~~_.. ~, ~.~,.~~~w ,....~ DESCRIPTION: # Levels Garage: Attached Detached: Carport Entry Foyer- Bedrooms _ Full Bath _ 3/a Baths _ '/z Baths -Kitchen Dinin g _ Living Family/Rec Media Room_ Library _ Office/Study - Exercise Room_ Solarium/Greenhouse _ _ Storage _ Laundry Mech. _ Mud Room _ Sitting Room _ Den _ Breakfast Nook ACCESSORY UNIT: Living _ Kitchen _ Bath _ Bedroom Fireplace: Make: Gas Appliance: Make: ~-~' ~"' Contact P Subdivisidrn Re t F Contractor f~00n o`/1 p'L ~~~ ques ~~ Re tf Owner ques Dat I _.: e nsp. Intlepentlencg Press, Inc. Gas Log: F am HW ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 930South Galena Street • Aspen, Colorado89699 570/920-5090 BUILDING INSPECTION CHECK LTS'T Inspection_.~~ Reinspection Partial rnn,nmrc .,_~:..,_ > ~ ~i/ ~..~.~ ^ STEEL (Rebar) ^ ELECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC ~LDING ^ 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 ^ S ecial p ^ Struc. Slabs ^ Final ^ Gas Tag ^ Ventilation ^ Pcol ^ MobileHome ^ Pads ^ Bonding ^ Final ^ Kitch. Hood ^ Spa Inal ^ Piers ^ Special ^ *Fire Sprinklers ^ Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ Snowmelt ^ 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. Nc occunanc~, „r „~„ ~ _ Certificate DESCRIPTION: #Levels Garage: Attached Detached: Carport Entry Foyer- Bedrooms _ Full Bath _ 3/ Baths _ %z Baths -Kitchen _ Dinin g _ Living _ Family/Rec Media Room_ Library -Office/Study- Exercise Room_ Solarium/Greenhouse _ Storage _ Laundry Mech. _ Mud Room _ Sitting Room _ Den _ Breakfast Nook ACCESSORY UNIT: Living_Kitchen_Bath-Bedroom_ Other: Fireplace: Make: Gas Appliance: Make: Contact Phone _ Request Received _ Gas Log: ?~~ Request for ~~T/(,~Wi~ Thy Date Insp~~~~ r ~ Spector Independence Press, Inc. 6qp ZONfNG CHECKLIST Owner's Name Contact .~ Perrnit # ~ S~ Date Received ~ - -C r Job Address Legal Description A~ess Permit #93- r ^ Existing Residence 1041: ^ Minor ResolruonNO, p~~B~ ~ ^ Wildl'rfe ^ Wildfire ^ Flood Plain ^ Slopes ^ Geologic ^ Ridge Line ^ Scenic Overlay BOA: ~wA ^ Denied ^ Approved Other .._. _; _.. _.<~ ~-~~/EDU: ^wA ResoNO. Deed Restriction: Book Page Topo/Survey: ^wA Date ~ Q ,lob# yyG/J -~Schmuesser ^ Lines in Space ^ Aspen Survey Engineers ^ Scarrow ^ Alpine Surveys ^ OU~er: Type Work e'~1R.c.~; Type Unit S ~,'~ Lot Size 3~~ S- a a~~ Zoning - ^' II w Pro s ~~e~/-G~~ r v FExist area Q (~2 ~-~1,d~_~ # of Bedrooms ~~ ^ No ncrease ~~ ~~g' Floor Area ^ 15,000 sq. ft. maximum -~t5,000 sq, ft. residential Plans Height ,~~ i~~~i ~ Cert. of Occupancy Setbacks Front Side Rear Within Approved Bldg. EnvJOutside All Setbacks ^ Conditions to be checked at CO - ~, ~ # Levels _ Foyer _ Garage: Attach _ Detach _ Carport _ peck _ IC~chen _ Dining _ Living _ Family- BedroOms~ Library- OfcJStudy_ MedaRoom,-Exercise- Solarium/GreeriFise_ Laundry- Mud_ Mech._ Storage- Affic_Other: Over: Yes ~ No ~I >, ., ,:.. ' ---- ~ _. ...i t ?Oel ~ ... .... y, _~. .a ,~, •~~-~~ ... ~ l~ - Castles 1 0,. ,~~ _• ti ' I Seve r .., _ S~< `c{~ '~ ~ ,Rye , ~.. ~ ~ ' r I.~ .r 1. -.ti'~ _~ /~t'i'a-:Y 4_ AAc:o Tow - -'- - - ~ - - °. .- ~\ I ~ .. ICD \yr tcn -. - ~~ _; i .Y ~ "~\lCinq~`a c, rya / '. T ~ r '~ - ~ `'/ ~ 9 ~.. -- `l, ~ __~ ~ , C ~ _ ~ ''' I _ ~ ] BD `) lip ~ i a ~ _.y ~ 1 • i i ~ ~ - ~ - ! ~ _. ~/ ~ _ 1~~~~~ ~ ~ ~ ~, u =- _, r SB AO ~ F- i /' , -o - ~~ / y~. ~ t~ a ~ \~ - F 1 ~ 'U. t i ~.. \~ qJ ~ C / r orb ~ ~ ~,~ iiC { C~ f ,r ~ u -, y. rr v o ~,'~ ~ ~3, _ ~, ~~ ~~~~ 1 ~-v~- ~,ose ~~,~ Lam.. ~'Sl~.uvvm~ss~ GO Alas-¢ .„ #.''S3iS4`S 12107/92 14: Rec x.00 BK 696 PG 639 y Pitkin minty Clerk, Doc"3.00 _ _ !..Billie Davis, ---- A RESOLUTION OF THE BOARD OF COUNTY COMMZ$SZONERS OF PITRIN COUNTY, COLORADO GRANTING GENERAL SpgM=gBION APPROVAL FOR THE MCCABE RANCH LOW IMPA~~C,T SUBDIVISION Resolution # 92'L RECITALS 1. Mr. Harry A. Collins, Trustee of the Harry Anthony Collins and Judith Allen Collins Revocable, Trust Agreement, hereinafter "Applicant", has applied to Pitkin County to request Low Impact Subdivision, 1041 Hazard Review and General Submission approval pursuant to Sections 4-6.1, 5-400 and 6- 3 of the Land Use Code; and 2. The Applicant's parcel is located within Township 9, Section 7 and 8 and Range 86 West of the 6th P.M. and is more specifically described in Exhibit "A"; and 3. The Applicant's request was considered by the Planning and Zoning Commission, hereinafter "Commission", on February 18th, April 7th and May 19, 1992 at which time the Commission recommended conditioned approval of the Applicant's request; and 4. The Applicant's request was considered by the Board of~ County Commissioners, hereinafter "Board", at a duly noticed public hearing on August 25th and 26th, 1992 at which time the __ . Board has found that the application meets the requirement of • ded conditions are adhered - the Land Use Code, it the recommen ,_ ,. = to by the Applicant. - ` -- #331543 12/07/92 •13 Rec x.00 BK 696 P6'64O ` °' Silvia Davis, Pit Casty Clerk, Doc $ 00 t -- -- ----- ---- .. _ ... A` „_ Resolution,# 92-~ ...__. Page 2_... .. -... NOW, THEREFORE., BE IT RESOLVED by the Board of County Commissioners of Pitkin County, Colorado that it hereby grants General Submission approval for the McCabe Ranch Low Impact Subdivision subject to the following conditions: 1. The barn site and home site on Lot D shall be relocated so as to avoid slopes of 30~ and greater, prior to Detailed Submission. 2. All utilities shall be placed underground within new or existing right-of-ways or easements. 3. The recommendations of Nick Lam irss dated Octo report 1991 shall be fol'~lovied _~y"~'~ie applicant. A newber 10, shall be submitted for. the relocated homesites to be reviewed as part of Detailed~Submisson. 4. Dogs shall be prohibited on the newly created lots. This requirement shall be included in the protective covenants. . 5. The applicant is allowed to provide caretaker/employee dwelling units pursuant to Section 3-8.13, only if such • sidence. No free units are attached to the main re standing caretaker or_„employee dwelling units shall be "'- permitted. Detailed Submission review shall include public heaz,ing publication, for detached (attached. to a legally approved accessory structure)`caretaker unit approval on each site, should the applicant wish to je5c~`j ~?~ obtain such approval. Protection District memo dated May 7, 199y ral •Fire • adheredcto~bnathe as leant a Basalt and Ru shall be Y PP . 7 The wildfire recommendations of the C ~~ Service letter date January~'20;"'1g lorado State Forest • 92 shall be adhered Y to by the applicant. ._ Q 8 The~wildf=e recommendations of the Sheriff's Office memo ~"`~~ `° dated January 30 1992 shall be adhered to'_by the xa+ ..'~ c _.. ... ,.,.p _ rr applican ~.: = : , ....... y.:.C~r--. a C-F .. ~. s 3~L... 1 wa t ~.:A~r.'a:i; nr nl an' for screening homesites• B, „", ,fa~,. ~„ i #351543 12/07/92 ~ 13 Rec ~.OU BK b96 PG' b4 ~.SiTvia Davis, Pi$..,in Cnty Cler`k;~'Doc t:IIb = " ,._ ,~ <. .Resolution ~ 92-~ _ - ;-. •. ' Page. 3 Detailed Submission. The applicant shall provide financial assurances prior to issuance of a building permit on each lot, for the costs of landscaping. This requirement shall be identified in the protective covenants. So. All material representations made. by the applicant in the application and public meetings shall be adhered to unless amended by other conditions. The building envelopes for each lot were represented as one acre in size during General Submission review. The barn envelope is not included in this one acre. il. At Final Plat, the applicant shall submit the Water Court Decree on the new augmentation plan for review by the Division of Water Resources. 12. The application is subject to a two step, Planning Commission then Board of County Commissioners (public hearing), combined or separate Detailed SubmissionJFinal Plat review. 13. At Detailed Submission, the applicant shall submit development plan which meets the RS-30 zone district density requirements for existing and proposed dwelling units. 14. The Detailed Submission application shall include an application for PMH rezoning for the duplex, cabin, shed --.,apartment and arena apartment.." =. •- 15. The Detailed Submission application shall resolve the --non-development easement issues. raised in the General --Submission hearing. The County has the primary responsibility of resolving these issues however may ----- - request the assistance of the applicant. 16 :,`Access. to Lot A shall be~thru existing roads." ~. _. and Recorder APPROVED AS TO FORM: -- Tim Whitsitt, County Atto y reso.bocc.lis.mecabe BOARD OF COIINTY COMMISSIONERS OF PITRIN COffNTY, COLORADO J s R. True, Chairman D e: /,Z - 7 -~ i APPROVED AS TO CONTENTS Suza a Ron an, County Planning Director - .. ~; ~i~v - ? BASALT AND RURAL FIRE PROTECTION DISTRICT MEMO DATE: May 7, 1992 T0: Mary Lackner, Planning Office FROM: Ronald W. Thiering, Fire Chief~~~ SUBJECT: Case ~kP154-91, McCabe Ranch Low Impact Subdivision Revised 4-21-1992. A review of the above Parcel indicates the need or consideration of the following item(s): A. Although not required, it is strongly recommended that a Residential Automatic_Sprinkler System be installed in all residences and when practical, other buildings on the same property. B. Roof materials of all structures shall be of a non- combustible material approved by the Underwriters Laboratory. No ocher comments from the January review. - .,..~~ ALA 14 BASALT AND RURAL FIRE PROTECTION DISTRICT r DATE: August 13, 1992 MEMO T0: Mary Lackner, Pitkin County Planning Office FROM:. Ronald W. Thiering, Fire Chief~~~• SUBJECT: Case ~PP154-91, McCabe Ranch Low Impact Subdivision Revised 4-21-1992. Not realizing at the time of this review that this development sets on a ridge that abuts property to the west with a slope from a lower pasture/field area., I would strongly recommend 'that the placement and all fire standards set by the Colorado State Forest Service, be strongly adhered to of the structures being built in this development. During the spring of this year, sudden strong winds developed during a control burn, flames were fanned, jumping a creek and started to burn up the side of the slope toward the property in question. As this was an agricultural burn, we can expect this practice to continue in the future, or at least until limitations are placed by the Environmental Protection Agency. As the prevailing winds of this area are from west to east, the possibility of having another fire that could consume the hill- side and continue to burn toward the structures in the develop- ment, is not out of the question. t ~bBBi~ 8-746 P-S' 04/05/94 i73: C:=F' P6 1 ~ RED `~ 1 DOC SILVIA DAVIS PI T}: IN COUNTY CLERK' .°x RECORDER 0.00 A AESOLIITION "OF "THE`"BOAItD OF COIINTY`''CO2SI`~382~dN~RB `~ .r. u- ` :~, OF PITKIN COUNTY, COLORADO GRANTING FINAL PLAT APpItOVAI, FOR THE MCCABE AANCH LOW IMPACT SIIBDIVISION Resolution # 94-~~ RECITALS I. Mr. Harry A. Collins, Trustee of the Harry Anthony Collins and Judith A11en Collins Revocable Trust Agreement, hereinafter "Applicant", has applied to Pitkin County to request Final Plat approval for a Low Impact Subdivision. 2. The Applicant's parcel is located within Township 9, Section 7 and 8 and Range 86 West of the 6th P.M. and is more specifically described in Exhibit "A". 3. The proposed development creates a fathering parcel of 95 acres (which contains six dwelling units), a 177 acre non- development easement and four free-market parcels each containing approximately 30 acres in size. 4.- A concurrent PMH rezoning request for five existing dwelling units was apprb~ed by the Board on October 12, 1993 pursuant to Ordinance #93-20. 5. The Board found that the on-going lot line dispute between John McBride and the McCabe Low Impact Subdivision (Harry A. Collins) shall not effect the disposition of this application, as it is a private matter. The application complies with the acreage requirements for the Low Impact Subdivision, regardless of the outcome of the lot-line 36861 ^~ H- r 46 P= ' Resolution # 94-~3 Page 2 dispute. 04/c~5/94 c]3.5~P PG ^ /~{ 3 ' 3.:.m~ .:._:. 5:..::.. .~ 6. The Board found that the issue of available water rights for this development had been resolved pursuant to the approval of General and Detailed Submission for the McCabe Low Impact Subdivision. The Water Rights Decree, as an order entered in Case No. 92CW297, duly executed on December 23, 1992; confirms the resolution of this issue. 7. The Applicant's request was considered by the Board of County Commissioners, hereinafter "Board", at a duly noticed public hearing on March 15, 1994 at which time the Board has found that the application meets the requirement of the Land Use Code, if the recommended conditions are adhered to by the Applicant. y OW, THEREFORE, BE IT RESOLVED b the Board of County Commissioners of Pitkin County, Colorado that it hereby grants Final Plat approval for the McCabe Ranch Low Impact Subdivision subject to the following conditions: 1. The existing PMA Units shall comply with the requirements of the Aspen Pitkin Regional Building Department. Prior to the signature of the Final Plat, the Applicant shall submit a Subdivision Improvements Agreement to the Planning Office which describes how and when the Applicant will comply with the requirements of the Building Department (see Exhibit B). (}~~ ~J The roof material shall be of a non-combustible material 1-' ~~// including metal, the or asphalt; orr Class B Certi-Guard Red ~ q31~ Label shakes and shingles utilizing Class B construction techniques (1/2" minimum solid sheathing or better). This condition shall be included in the protective covenants and as a note on the Final Plat. 3. Deed restrictions for the PMH Units shall be signed and recorded prior to the issuance of building permits for residences on Lots. ,. a3' ""v+~* .. ~, .~ .. ce %6 ' R.^ q 368612 ' b-'46 P-°~fT ~?Si/94 03:32x^ ^G 3 OF E-~ ,~ _r Resolution ~ 94-~ Page 3 ,, -. (~ The recommendations of Nick Lampiris included in reports dated ~pp``~~ r January 5, 1993 and October 10, 1992 shall be followed by the W~''~ Applicant and included as notes on the Final Plat. Yk ~ ~~~` \~C;y;~`5~.,~ The Applicant is allowed to provide caretaker/employee ~~„~ `~ \\~,, dwelling units pursuant to Section 3-8.13 , only if such units ~,- main residence, No freestanding `~~"F~ caretakercor employee dwelling units shall be allowed. 6. All material representations made by the applicant in the application and public meetings shall be adhered to unless amended by other conditions. APPROVED. AND ADOPTED ON T$E 15TH DAY OF MARCH, 1994. APPROVED AS TO FORM: - ~ _ Tim Whitsitt, j~~ county Attorney' ~~i reso mccabe fnalplat bocc BOARD OF COUNTY COMMISSIONERS OF PITRIN COUNTY, COLORADO ,, J 4 sy: (~v , l/ obert W."Child, Chairman Date- .3~z~~9 <G ,. APPROVED AS TO CONTENT: S ~._ Suzann 'Ronch~n, County Planni g Director ATTEST: 368b12 P-'46 ~«;. F'-Si8 04!05/°4 03:S~F PG 4 OF 5 BXAIBIT "A" ~~~ N :..~~,'...._ ~.; A tifl+ct of /and srfuate in ~~~ ,~q7,6 and 1T of l3~'/~rlp .~ ~e h pnirapaT Lerr~dio~r beFag mare partrcrrTarfy 8B Weat of the 6t ._, ~, ~~ ,~ ~ ~ ... _ _._ fc/%wsr X_ McCabe Trvefi4. sores Gne of Tivct r of the J. Beginning at a point on Hra Hartbeest comer of surd Secfbn th e Caurrty of pr~lon, SYnin of Colorado fhencr_ .12 feet slang the .3-4~-54 W 547 E ~ ~ {e8t N'reires S O _ 5 bears N OD--1J0-~O rest r~rre of Tract 8 ~~ ~ ~d ' r - f ~ ~ n~ root W1a ~e~1~ s o~^Tp~v~r.~srWao 7 , r feet aron9 the ~ ~ rrne of n4ct ~o. ~~, s a~-+a-o~ W sr~oa met 894 tcet gang feat ar ~ m E 7 ~ ~ aroHg sold wesf llne fl~ F S~T-46--tX1 Wf 4ra~ ~ ~cs nest rote of Tact l0; me of said 1racf ~iq• the nce" N 11-.3834 E ,. ' D 123SD f 110..38 li9et along ~ /Irre of said Tract 10; trrenes N 00 2d 25 E 51 fast ofang 569-07-69 E 99.48 )Ceti 2134 fh 0 . erree ; lEet glong the calf ~e of said Tivct f ?6 K~ f2S~.T7 hsat tfienca 5 89-,32-51 E 29A90 fise~' tlrencs re tlrance S 00 26 386.74 feet yre+rrca S 22-43-02 W 5 3D-10-.32 W 16-25 W f4 e 254..38 faa#: Ifier 15 f~ ~ 66 _ - S 08--~7-Lt5 W 95,32 feed' 65'errca S 3B fes~ Efrencs S 25-49-.~a W 467 . 3f&Q6 faa#; thmca . _. S f4--4S~52 W S 25-18-32 W 22~f8 S 28~-31 W 2~ 18 feet fhenaa feet thence S 28-4[J-.,9 W 2.~ . w, yf~ 5 B1-15-Z4 E T 2'~~ 1255 fae~ fheRea 5' 2g-3T-2T li ~~ N 02 26-40 W S 28-40-9 W 137.37 N 459.01 feet; 6Fie~s 5 f ~ fV N Gt3-X35-32 W J01~33 feet; fherrea 4 feet thence ,777.49 f+s+s~ fherree N 89 23-.fib W 4EL9 ~t 5i`e'mes S 89-16-04 W i9~5f feet f]5ance N &5--f6-5S W .~ s as-la-a4 w r~ - $ ~ s ~9-~~4~Q4 w i~ fa t . s Ss 24-04 1S&65 filet fhaTraa 8 87-OT-Q4 W 407.88 fee$ N 89-58-56 W N Q11-34-04 E 48'.82 feet, fhen~ N a2 ~~8 W 4Si32 feat; tfrerrae N 01-OC5-5S !~ 18X65 le+et 5'''x' IV 42-Of-56 W ~e~ '~ N 42 3T-58 IV "137..~O W .~95 fEe~' th~~ 4Qi0T `feet thedte . N ~5-17-65 W 3/1.6.3' i~et fh~~ S 89-21-04 iS6 W 475 ~ ~ ~ . 0-03-~4 E S ~"~~ ffrenca N ~t lf~ 25254 thence 1950 f 1 ' . N 63 21-58 N 33-117--04 E 3J1.SD test ffienoa N 39-07--04 E N 4T--tJB-tFf E feet thence 90:00 53218 feet thencs N 40-a3-1I4 E 887.70 Rse~ flrence 24385 feet thence N 65-A2-04 E 1,3928 fish tfrencs h N 34~-02-04 E N 1S-f2-04 E !~f a 42 feet; frrenea N :33-05-04 E N 41~i2-04 E ence 104.62 feet; t 23(26 feat thenr~ N 637'-3T-0¢ E 78Ed fleet:' (franca 7tk~ 10 met N ~ 12-04 E fhen+ce N 00-+34-55 W N 00-12-59 W 48289 hseL` N 38-58-04 E 450 feet Urar+~ 4sro8T /is~eG flrencs N 00 25-55 W 12250 last th°"ti~ f8XA3 feef; flrenoe N 36 24-04 E 4t~44 _ feet tfrence ` N 38-57-{74 E N 3T-41-04 E 19~ f3 feet Efrenc~ S 88-48-27 E S 01-57-00 E thence 28aL 17 faa; fai:38 brat fh~ S 8T-41-,60 E f.~31 f+xt ~e~ S ~~920 E ,jg0,25 feet; thence S 02-09-fJ0 E S Oz-08-00 E 228-47 feat fhence 377.76 feet thence S tt2-04-00 E 16207 feet tfrenes ~ E ~~ feet ~e1r 7(1321 feet to the pant of S D2-10-00 E ~ncrz o beginning. cxurtttirring 39£iQ21 acres _._., xli ... , ~..,k. ,.~....,~ ~.~~.~aawW .,~ -- --..~ `~ ~ ~~~ti~ 4 Est ~ i-G~ ~ R ~~rucQ /~s ~,,., ~ '~`~~~woe~~ CA ®C~ ~ ~ ~ v O ,b QQ ChY ® BARN ENV1=I,OP~ C~4 @ ~:. c~Yw.~ , ;'- r~ ®' ~ ` ©~~ ®' , .~ ' F2IVEWAY~. c (y ~y ~)._ b-I 7i~sa~uQ • V . j', IT'Y~' ~1~ a~ ' i V`t~ ~uAln,i,~~~ Q fJCe, • ~ F ~~ ,~ /~ ~~~ :yC 3 ~~~G7 ~ 1 x~ll1• r£ s ~ s 1" ~~ e i~€~ °`,~4 i ~ ~ v ~ ~ ,/ ! - ~~ ~ ~ - ~ ~', x i #a :;~ > ~'~#.,t. ~ rM ~ sad c ~''; x~„~~~at.~.f~ y, 7r r'y#' rs n~ Ss -- a ~;•_ r s ~ f~~~§ w~~} i~~i~/: +t'~ '. a i' is ~~¢ r. rv ,h,-a'.- ~a~ .'~`+sn. ! sus ,`e~r~;.~u~~i ,L# F ...r_ ... a ..~Ya n.Ps .~..,~~" ~~P ~'w~i~:..f~ .Mar 28 00 11:46p Mark Burggraaf 970-731-4279 P'2 543 PARK AVENUE, SUITE #1 - P.O. BOX 5770 - PAGOSA SPRINGS, CO 81147 (970) 731-4278 -Fax (970) 731-4279 March 28, 2000 ~~ `~- Mr. Aaron Hoffmann r" ~ ~ L.~.: Lipkin Wainer Design Company P.O. Box 2239 Basalt, Coloratlo 81621 RE: Tobey Residence -Old Snowmass Project #9026 Dear Aaron: Pursuant your request, we have re-run the energy analysis for the subject project in accordance with the requirements of the 1996 Aspen/Pitkin Energy Conservation Code as amended for pools, spas, and snowmelt. To the best of our knowledge the building is in compliance based on the following criteria. ~ ,C„1. Heating system - 87% efficient condensing hot water boilers are used for heating and domestic hot water generation. Do~m„g~tlc, hot waterstoraae tank /heat exchangers are provided with an R-10 cover in addition to factory installed insulation. ~ 43. Glazing is insulating glass as noted in the window schedules with minimum unit °U° values of 0.40 and a maximum shading coefficient of 0.50 for all units. ~ 4 Walls are R-19 minimum. Q ~ fiwU2 OJT- C'Q'g't^~t"" ~~~ Crawlspace insulation is R-~mirtimum N 6 Roof ceiling structures are R-38 minimum. ~._ Slab on grade (existing) has minimum 24" of R-10 insulation extending either vertically or N L-.. horizontally frdm the edge of the slab. ® The garage is treated as a separate zone with a maximum thermostat setpoint of 60F. „A. Any cooling system has an SEER of 12.0 or better. X40. Any spas are package portable units, less than 64 S.F. (exempt). O 11 The project does not include snowmen. D d D Please find enclosed the following documentation: ~ p~R ~ ZOO - Certificate of Compliance: Residential - CALRES/AP 1.33 14 Bui ding - CF-1R and C-2R If you have further questions or comments, please do not hesitate to call. ~>qd~.t L C R •Lt ISc !~ ,cl S~+-Gh t~ INC. ~ Q ~ ~~ I T ~ 5 ~+~` ~ Fd 2 0 n! ~ s J-Jc C (~~= ti ~- .Mar 28 00 11:46p Mark Burggraaf 970-731-4279 p.3 CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-1 Project Title: TOBEY RESIDENCE Run: 231 28-Mar-00 Project Address: TOBEY RESIDENCE OLD SNOWMASS, COLORADO Building Title: TOBEY RESIDENCE Building Permit # Document Author: MARK BURGGRAAF, P.E. Telephone: Plan Check / Date Compliance Method: CALRES/AP 1.33.14 Field Check / Date Climate Zone: 1 "- GENERAL INFORMATION Conditioned Floor Area: 6280 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 45 deg (North) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly Type R-value U-value Location/COamlents DOOr 0 0.080 Outside Door 0 0.350 Outside Wall 19 0.065 Outside ' Floor 0 0.722 Grade Ceiling 38 0.025 Outside wall 19 0.065 Uncondition ed Floor 30 0 034 Crawlspace Slab Perimeter 10 0.480 Outside FENESTRATION Area U- ZnterlOr EXterlOr Overhang Frame Orientation (ft2) va lue Panes - Shading -------- - Shading ---------- and Fins -------- Type ------ -------- Window ------ North --- ----- -- 428.6 0. --- ---- 400 2 - None Bug Screen None wood Window East 267.7 0. 400 2 None Bug Screen None Wood Window South 470.9 0. 400 ,2 None Bug Screen Nbne Wood Window North 115.3 0. 400 2 None None None Wood Window East 34.7 0. 400 2 None None None Wood Window South 117.3 0. 400 2 None None None Wood Window West 42.7 0. 400 2 NORe BUg Screen None WOOd Window North 149.0 0. 400 2 None Bug Screen None WdDOOr window South 106.5 0. 400 2 None Bug Screen None WdDOOr Window East 135.0 0. 400 2 None Bug Screen None WdDOOr THER'KAL MASS Area Thick Type Exp osed? (ft2) ---- ----- (in) ----- Location/Comments ------------------------- ---------- ----- ------- F~oor -- --- - Yes 1260 3.5 Grade ~~~~- Mark Burggr~aPa~" 970-731-4279 P•'~ Mar 28 00 11:46p Page 2 CF-1R CERTIFICATE OF COMPLIANCE: Residential • Run: 231 28-Mar-00 Project Title: TOBEY RESIDENCE HVAC SYSTEMS Duct Location Type Efficiency and R-value Comb hyd. -- boiler/tank 0 87 AFUE Conditioned Air cond. -- central split 12.00 SEER Conditioned WATER HEATING SYSTEMS Distrib Water System Name Type Heater Name Boiler Standard Weil-MCLein WATER HEATING SYSTEMS MISC System Name Boiler Solar savings fraction Water # of Energy volume Wrap Heater Type Htrs - Factor (gal) - ------ --- R-val Boiler w/tank --3 $O -- 10 Solar system type WATER HEATER/BOILER DETAILS gated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) -------- Weil-MCLein -- 87; 175.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Boiler Rad_Flr wood stove wood stove boiler? boiler pump? ---------- --------- No No Pilot Standby Tank Light Loss R_value (Btuh) -- 10 0 Pipe Type Number run (ft) Radiant floor 1 0 Pipe Insul Insul diam (in) thck (in) R-value --------- --------- ------- ._ ..... _.. _.. .. 'r~:'.vf. j.'p Y.. 970-731-4279 ,Mar 28 00 11:46p Mark Hurggraa~' 6""'~ ,. , Page 3 CF-1R CERTIFICATE OF COMPLIANCE: Residential 28_Mar-00 Run: 231 Project Title: TOBEY RESIDENCE SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'Residence' is heated by a combined hydronic space and water heating system. 2. Zone 'Garage' is heated by a combined hydronic space and water heating system. 3. Zone 'Residence' has non-standard internal gain of 101300 Stu/day. The standard value for this zone is 98561 Btu/day. 4 standardrvaluehforn~hist oneras115639aBtu/day f 32900 Btu/day. The COMPLIANCE STATEMENT This certificate of compliance lwith the EnergynCOnservationnStandaordsaofethe specifications needed to comply Conservation Code, and the Administrative City of Aspen/Pitkin County Energy regulations to implement them. This certificate has been signed by t e individual with overall design responsibility• laneto besbuiltlincmultiple compliance is submitted for a single building p orientatioRemarks,sand1NOtesasectionay is varied is indicated in the Special Features, DESIGNER OR OWNER AARON HOFFMAN LIPKIN WARNER DESIGN AND PLANNING, LLC 23400 TWO RIVERS ROAD, #44 BASALT, CO 81621 970 927 9473 Date Signed ASPEN/PITKIN COMMUNITY DEVELOPMENT Name: Title: Date Signed DOCUMENTATION AUTHOR _ _---.. Mark Burggraaf 970-731-4279 P- Mar 28 OG 11:47p • - ._.. ,: Page 1 C-2R COMPUTER METHOD SUMMARY ------------------------------------------Run: 231------28-Mar-00 Project Title: TOBEY RESIDENCE TOBEY RESIDENCE Project Address: OLD SNOWMASS, COLORADO Building Permit # Building Title: TOBEY RESIDENCE P E Document Author: MARK BURGGRAAF, plan Check / Date Telephone: Field Check / Date Compliance Method: CALRES/AP 1.33.14 Climate Zone: 1 ___________________________ ENERGY USE SUMMARY (kBtu/f t2-yr) Energy Use Standard -------- Design Space Heating 44. 28 Space Cooling 2. 4 47 16 Water Heating . Total 50 91 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number Of Conditioned Zones: Total Conditioned Volume:: Conditioned Footprint Area: Ground FlOOr Area: BUILDING ZONE Zone Name Garage Residence Proposed Design 44.81 2.06 3.84 ________ Complies 50.71 Yes 6280 ft2 SFD Single Family Detached 45 deg (North) 1.00 2 Raised floor 2 56520 ft3 5400 ft2 5400 ft2 INFORMATION Floor Area Volume (ft2) (ft3) ------ ---860 7740 5420 48780 OPAQUE SURFACES Vent Vent Thermostat Height Area Type Type - (ft) (ft2) ------------ ------ Conditioned CEC_Standard 0'0" 0 Conditioned CEC_Standard 8'0" 230.4 Surface Area U- Ins1 Tru Slr Construction Location/Comments (ft2) value Rval Azm Tlt Gns Type _________ Type _ _- - Zone = Garage 0 080 0 315 90 Yes DR-7 outside Door 216.0 . 0 45 90 Yes DR-9 Outside Door 48.0 0. 350 19 315 90 Yes W19.2x6.16 Outside Wa11 108.0 0. 065 45 90 Y0S W19.2x6.16 Outside Wa11 163.5 0 .065 19 19 135 90 Yes W19.2x6.16 Outside Wa11 180.0 0 .065 - 0 -- 180 No S1ab140E Grade Floor 860.0 - 38 -- 0 Yes R38.2x4.,24 Outside Ceiling 930.0 0 .025 M ar ~S 00 11:47c Mark Hurggraaf 970=731-4279 p.7 _ __ COMPUTER METHOD SUMMARY Page 2 C-2R - Run: 231 28-Mar-DO Project Title: TOBEY RESIDENCE _______________________ OPAQUE SURFACES continued Surface Area Type ---------- (ft2) ------ Zone = Residence Door 48.0 Wall 1183.3 Wa11 786.5 Wa11 1213.9 Wall 707.8 Wall 40.0 wall 155.0 Wall 87.1 Wall 71.3 Wall 37.3 Floor 400.0 Floor 4140.0 Ceiling 5070.0 PERIMETER LOSSES U- Insl Tru Slr Construction Location/Comments value Rval Azm Tlt Gns Type ----- ---- --- --- --- ------------ -------- 0.350 0 315 0.065 19 45 0.065 19 135 0.065 19 225 0.065 19 315 0.065 19 225 0.065 19 315 0.065 19 90 0.065 19 180 0.065 19 270 -- 0 -- 0.034 30 -- 0.025 38 -- Perimeter Length Type (ft) ----------- -------- Zone = Garage Exposed 82'0" Zone = Residence Exposed 47'0" FENESTRATION SURFACES FeneStratlOR Name Type Zone = Residence Al Wind A2 ~Aind A3 Wind A4 Wind AS Wind A6 Wind A7 Wind gl wind 82 Wind B3 Wind 84 wind cl wind C2 Wind C3 Wind C4 Wind 90 Yes DR-5 Outside 90 Yes W19.2x6.16 Outside 90 Yes W19.2x6.16 Outside 90 Yes W19.2x6.16 Outside 90 Yes W19.2x6.16 Outside 90 No W19.2x6.16 Unconditioned 90 No W19.2x6.16 Unconditioned 90 Yes W19.2x6.16 Outside 90 Yes W19.2x6.16 Outside 90 Yes W19.2x6.16 Outside 180 No S1ab140E Grade 180 No FX30.2x10.16 Crawlspace 0 Yes R38.2x4.24 Outside Insul F2 Insul Depth Factor R-val (in) ------ ----- ------ 0.480 0.480 Area Tru (ft2) Azm Tlt 10 24 Location/Comments ---------------------------------- Outside 10 24 Outside Glazing open Frame Charactr Type Type Name ------- -------- ------------ 17. 2 45 90 Slider Wood LOEWEN_ OP 17. 2 45 90 Slider Wood LOEWEN_ OP 17. 2 45 90 Slider Wood LOEWEN_ OP 17. 2 315 90 Slider Wood LOEWEN_ OP 17. 2 45 90 Slider Wood LOEWEN_ OP 17. 2 45 90 Slider Wood LOEWEN_ OP 17. 2 45 90 Slider Wood LOEWEN_ OP 10. 2 90 90 Slider Wood LOEWEN_ OP 10 .2 135 90 Slider Wood LOEWEN OP 10 .2 135 90 Slider Wood LOEWEN_ OP 10 .2 315 90 Slider Wood LOEWEN _OP 22 .5 45 90 Hinged Wood LOEWEN _OP 22 .5 45 90 Hinged Wood LOEWEN _OP 22 .5 135 90 Hinged Wood LOEWEN _OP 22 .5 135 90 Hinged Wood LOEWEN _OP Comments ---------------- Mar ~8 00 11:47p COMPUTER METHOD SUMMARY Mark Burggraaf 970-731-4279 Page 3 p.8 C-2R TOBEY RESIDENCE Run: 231 28-Mar-00 Project Title: FENESTRATION SURFACES continued Fenestration Area Tru Open Frame Type ( ft2) Azm T lt Type Type Name --- - -- ---- Wind 22.5 225 90 Hinged Wood CS C6 wind 22.5 225 90 Hinged Wood C1-1 Wind 11.2 45 90 Fixed wocd C1-2 Wind 11.2 45 90 Fixed Wood Wind 13.5 45 90 Hinged Wood D1 Wind 18.2 225 90 Slider Wood E~ Wind 27.0 135 90 Slider Wood F1 Wind 27.0 135 90 Slider Wood F2 Wind 27.0 315 90 Slider Wood F3 wind 27.0 315 90 Slider Wood F4 Wind 27.0 315 90 Slider Wood F5 Wind 5.0 315 90 Fixed Wood G1 Wind 5.0 315 90 Fixed Wood G2 Wind 4.2 315 90 Fixed Wood H1 Wind 4.2 315 90 Fixed Wood H2 Wind 4.2 315 90 Fixed Wood H3 Wind 4.2 315 90 Fixed Wood H4 Wind 4.2 315 90 Fixed Wood HS wind 4.2 315 90 Fixed Wood H6 Wind 4.2 135 90 Fixed Wood H7 Wind 4.2 135 90 Fixed Wood Hg Wind 4.2 135 90 Fixed Wood H9 Wind 4.2 135 90 Fixed Wood H10 Wind 14.0 315 90 Hinged Wood I1 Wind 35.0 225 90 Hinged Wood S1 Wind 35.0 225 90 Hinged Wood S2 wind 4.2 45 90 Hinged Wood K1 Wind 24.4 315 90 Fixed WOOd L1 Wind 24.4 315 90 F:.xed WOOd L2 Wind 9.0 315 90 Fixed Wood M1 Wind 9.0 135 90 Fixed Wood M2 Wind 9.0 135 90 Fixed Wood M3 Wind 15.3 45 90 Slider Wood Nl Wind 15.3 45 90 Slider Wood N2 Wind 3 45 15 90 Slider Wood N3 Wirid . 15.3 45 90 Slider WOOd N4 Wind 15.3 45 90 Slider Wood NS Wind 15.3 135 90 Slider Wood N6 Wind i5.3 135 50 Slider Wood N7 Wind .3 225 15 90 Slider Wood Na Wind . 15.3 225 90 Slider Wood N9 N10 Wind 15.3 22.5 , 90 Slider Wood N11 Wind 15.3 225 90 Slider Wood N12 Wind 15.3 225 90 Slider Wood N13 Wind 15.3 225 90 Slider Wood Wind 15.3 225 90 Slider Wood N14 Wind 33.8 225 90 Slider Wood 01 pl Wind 13.5 225 90 Slider Wood Glazing Charactr Name LOEWEN OP LOEWEN OP OP OP OP OP OP Comments LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_OP LOEWEN_OP LOEWEN_OP LOEWEN_OP LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_FIXED LOEWEN_OP LOEWEN OP LOEWEN_OP LOEWEN_OP LOEWEN OP LOEWEN OP LOEWEN_OP LOEWEN OP LOEWEN_OP LOEWEN_OP LOEWEN_OP LOEWEN_OP LOEWEN_OP LOEWEN_OP LOEWEN_OP LOEWEN OP 28 00 11-48p Mark Sur raaf gg 970-731-4279 P•9 .Mar f~~''~ Page 4 C-2R COMPUTER METHOD SUMMARY ` Run: 231 28-Mdr-00 Project Title: TOBEY RESIDENCE FENESTRA TION SU RFACES continued Glazing Fenestration Area Tru Open Frame Charactr Comments Name Name Type ( ft2) Azm T - lt Type -- ------- Type -------- - ---- - Wind ---- --- 13.5 225 90 Sider Wood LOEWEN_OP P2 Wind 33.8 225 90 Slider Wood LOEWEN_OP 41 Wind 9.3 225 90 Fixed Wood LOEWEN_FIXED Rl Wind 3 225 9 90 Fixed Wood LOEWEN_FIXED R2 Wind . 4 45 21 90 Slider Wood LOEWEN_OP S1 Wind . 21.4 135 90 Slider Wood LOEWEN_OP g2 wind 4 135 21 90 Slider Woad LOEWEN_OP S3 Wind . 4 90 21 90 Slider Wood LOEWEN_OP S4 Wind . 21.4 270 90 Slider Wood LOEWEN_OP SS Wind 54.6 180 90 Fixed Wood LOEWEN_FIXED T1 Wind 3 225 23 90 Slider Wood LOEWEN_OP U1 Wind . 23.3 225 90 Slider Wood LOEWEN_OP U2 Wind 21.3 90 90 Slider Wood LOEWEN_OP V1 Wind 21.3 270 90 Slider Wood LOEWEN_OP V2 wind 3 225 21 90 Slider Wood LOEWEN_OP v3 Wind . 21.3 225 90 Slider Wood LOEWEN_OP V4 Wind 2 225 17 90 Slider Wood LOEWEN_OP Wl . Wind . 17.2 225 90 Slider Wood LOEWEN_OP W 2 Wind 1 180 44 90 Fixed Wood LOEWEN_FIXED X1 Wind . 0 315 4 90 Hinged Wood LOEWEN_OP yl Wind . 0 315 4 90 Hinged Wood LOEWEN OP Y2 Wind . 4.0 225 90 Hinged Wood LOEWEN_OP Y3 Wind 4.0 225 90 Hinged Wood LOEWEN_OP Y4 Wind 4.0 225 90 Hinged Wood LOEWEN_OP Y5 Wind 0 135 4 90 Hinged Wood LOEWEN_OP Y6 Wind . 0 315 4 90 Hinged Wood LOEWEN_OP Y7 wind . 4.0 315 90 Hinged Wood LOEWEN_OP yg Wind 0 315 4 90 Hinged Wood LOEWEN_OP yg Wind . 0 315 4 90 Hinged Wood LOEWEN_OP Y10 Wind . 0 315 4 90 Hinged Wood LOEWEN_OP Y11 Wind . 0 315 4 90 Hinged Wood LOEWEN_OP Y12 Wind . 0 315 4 90 Hinged Wood LOEWEN_OP Y13 Wind . 6.0 315 90 Hinged Wood LOEWEN_OP Z1 Wind 0 135 6 90 Hinged Wood LOEWEN_OP 22 Wind . 0 135 6 90 Hinged Wood LOEWEN_OP Z3 Wind . 6.0 135 90 Hinged Wood LOEWEN_OP Z4 Wind 0 45 32 90 Hinged WdDoor LOEWEN_OP Door_ Door 1 103a Wind . 24.0 45 90 Hinged WdDoor LOEWEN_OP _ 104 Wind 24.0 225 90 Hinged WdDoor LOEWEN_OP Door_ 132 Wind 45.0 315 90 Hinged WdDoor LOEWEN_OP Door_ 130 Wind 24.0 315 90 Hinged WdDoor LOEWEN_OP Door _ 3 Wind 24.0 225 90 Hinged WdDoor LOEWEN_OP Door _ Wind 5 225 31 90 Hinged WdDoor LOEWEN_OP Door _5 6 Wind . 27.0 225 90 Hinged WdDoor LOEWEN_OP Door r 126 Wind 27.0 135 90 Hinged WdDoor LOEWEN_OP Doo _ 120 Wind 54.0 135 90 Hinged WdDoor LOEWEN_OP Door _ Wind 0 135 54 90 Hinged WdDoor LOEWEN_OP Door _114 103b Wind . 24.0 315 90 Hinged WdDoor LOEWEN_OP Door .. Mar 28 00 11:48p Mark Purgoraar S"1'J-731-4c"~<~ ,t,. 10 COMPUTER METHOD SUMMARY Page 5 C-2R Project Title: TOBEY RESIDENCE Run: 231 28-Mar-00 GLAZING CHARACTERISTICS Glazing tr Glazing h # of U- SC Gls Interior SC Int Exterior SC Ext arac C e T Panes value Only Shade Type Shade Shade Type Shade yp Name OP Clr/LOwE LOEWEN ----- 2 ----- 0.400 0.500 None 1.000 Bug Screen 0.870 1 000 _ LOEWEN FIXED Clr/LOwE 2 0.400 0.500 None 1.000 None . INTER-ZONE SURFACES Surf aCe Area IRSUl COI1StruCtlOn Type (ft2) U-value R-val Type Comments ----------- ------- ------- ----- ------------ ---------- None INTER-ZONE VENTILATION vent/ High Open Vent Height Vent Type Area Area Diff Comments None OVERHANGS Fenestration __________________________ Above Left Right Name Height Width Depth Glazing Extension Extension None FINS 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 = Garage Floor_lb 860.0 3.5 28 0.98 S1ab140E 0 Grade Zone = Residence FLOOR la 400.0 3.5 28 0.98 S1ab140E 0 Grade Mar 28 00 11:48p Mark Hurggraaf 970-731-4279 p.il COMPUTER METHOD SUMMARY Page 6 C-2R Project Title: TOBEY RESIDENCE Run: 231 28-Mar-00 SOLAR GAIN DISTRIBUTION Fenestration winter Summer Targetted Name Fraction Fraction Thermal Mass Co[[acients ------------ -------- -------- ------------ ---- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value -------------- ------------------- -------- Zone = Garage Boiler Comb. hyd ACsplitl2 Air cond. Zone = Residence Boiler Comb. hyd ACsplitl2 Air cond. WATER HEATING SYSTEMS -- boiler/tank 0.87 AFUE Conditioned -- central split 12.00 SEER Conditioned -- boiler/tank 0.87 AFUE Conditioned -- central split 12.00 SEER Conditioned Distrib Water Water # of Energy Volume ctor (gal) F Wrap R-val System Name Type Heater Name Heater Type Htrs ---- a ------ ----- Boiler Standard Weil-MCLein Boiler w/tank 3 -- 80 10 WATER HEATING SYSTEMS MISC Solar savings Solar system wood stove wood stove System Name fraction type boiler? boiler pump? -----NO ----- No Boiler -- - WATER HEATER/BOILER DETAILS pilot Rated water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R-value (Btuh) ---------- ------- Weil-McLein -- 87% 175.00 -- 10 0 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R-value -------------- ------------- ------ -------- -------- Boiler __ -- Rad F1r Radiant floor 1 0 -- .Mar, 28 00 11:48p Mark Burggraaf 970-731-4279 p.12 COMPUTER METHOD SUMMARY Page 7 C-2R Project Title: TOBEY RESIDENCE Run: 231 28-Mar-00 SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'Residence' is heated by a combined hydronic space and water heating system. 2. Zone 'Garage' is heated by a combined hydronic space and water heating system. 3. Zone 'Residence' has non-standard internal gain of 101300 Btu/day. The standard value for this zone is 98561 Btu/day. 4. Zone 'Garage' has non-standard internal gain of 32900 Btu/day. The standard value for this zone is 15639 Btu/day. £'3~'~."ti'P" kni~~:`~..~,.e. ~,~ '~.a,i.5^.vJ 7c4"*m~°~c°5.+.~`1',y~a~'.... °2q6 -4.._._ ..~ Y I'IEP4YORTH-PAW LAK GEOTECHNICAL~ INC. 50?0 Road 15-4 - .. Glenwood Springs, CO 61601 Fax 970 9d5-S-FS4 Phone 970 9~r7968 ~!/. ,:.r SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED TOBEY RESIDENCE TRACT C, McCABE RANCII PITKLN COTJNTY, COLORADO JOB NO. 198 784 DECE:~iBER 18, 1998 PREP?,RED FOR: STRUCTUR~,I, ASSOCIATES ATTN: SH.~ir`E EVANS 4185 COUNTY ROAD 154 GLEr-WOOD SPRItiGS, COLOR4D0 81601 ~ ~. HEPWORTH - PAWLAK GEOTECfINICAL, INC. December 18, 1998 Structural Associates Attn: Shane Evans 4185 County Road 154 Glenwood Springs, Colorado 81601 Job No. 198 784 Subject: Report Transmittal, Subsoil Study for Foundation Design, Proposed Tobey Residence, Tract C, McCabe Ranch, Pitkin County, Colorado Dear Mr. Evans: As requested, we have conducted a subsoil study for the proposed residence at the subject site. Subsurface conditions encountered in the exploratory borings drilled in the proposed building area consist of from 2 to 2'/z feet of topsoil and 1'/z to 2 feet of stiff, sandy silty clay overlying relatively dense sand and gravel with cobbles. Groundwater was not encountered in the borings at the time of drilling to the drilled depths of 9'/z to 16 feet. The laboratory testing indicates the clay soils posses some settlement/heave potential when loaded and wetted. The proposed residence can be founded with spread footings placed on the natural subsoils, or structural fill, and designed for an = bwa e Bann "~~6~`io~,0'06'p Slabs-on-grade bearing on the clay soils, or properly placed and compacted structural fill, should be feasible. The report which follows describes our exploration, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services during construction to review and monitor the implementation of the geotehWi~;-alsscommendations. If you have any questions regarding this report, please contact us. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Yoiyng, P.E. Rev. By: SLP DAY/ksm ,,. . :;: N.,.~:,4 N TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................... I PROPOSED CONSTRUCTION ................................... 1 SITE CONDITIONS .......................................... 2 FIELD EXPLORATION ....................................... 2 SUBSURFACE CONDITIONS ................._................. 3 FOUNDA ~~3N SEARING CONDITIONS ........................... 3 DESIGN RECOMMENDATIONS ................................. 4 FOUNDATIONS ........................................ 4 FLOOR SLABS ........................................ 5 SURFACE DRAINAGE ................................... 6 LIMITATIONS ............................~ ..............~... 6 FIGURE I -LOCATION OF EXPLORATORY BORINGS FIGURE 2 -LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES FIGURE 4 -SWELL-CONSOLIDATION TEST RESULTS FIGURE 5 -GRADATION TEST RESULTS TABLE I -SUMMARY OF LABORATORY TEST RESULTS ~~ H-P GEOT'cCH PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for the proposed Tobey residence to be located on Tract C, McCabe Ranch, Rose Spur Road, Pitkin County, Colorado. The project site is shown on Fig. 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Structural Associates dated November 16, 1998. A ne'Ia expior'ation program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The~.noposed residence will be a single story structure located on the site as shown on Fig. 1. Ground floors will be slab-on-grade near the existing ground surface. Grading for the structure is assumed to be relatively minor with cut and fill depths between about 2 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to reevaluate the recommendations contained in this report. H-P GEOTECH °r 'Z SITE COi`tDITIONS The tract is vacant and located in the southwest portion of the McCabe Ranch Development west of Rose Spur Road. The terrain appears natural consisting of relatively flat irrigated pasture. The ground surface slopes generally down to the north at about 3% to 5% grade. Elevation difference across the proposed building is about 3 or 4 feet. Vegetation consists of short thick grass with some trees along the edge of a steep down-slope a few hundred feet northwest of the building site. There are several shallow irritation ditches that cross the site that were dry except for some drifted snow at the time of our field work. There is a recently completed residence on Tract D several hundred feet to the north. FIELD EXPLORATIOi`t The field exploration for the project was conducted on December 2, 1998. Four exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch_diameter continuous flight augers powered by atruck-mounted Longyear BK-S1HD drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 13/s inch and 2 inch I.D. spoon samplers..~'be.samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Loes of Exploratory Borings, Fig. 2. The samples were returned to our laboratory for review by the project engineer and testing. H-P GEOTECH -3- SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Fig. 2. The subsoils consist of about 2 to 2~/z feet of organic topsoil overlying stiff, sandy to very sandy silty clay. Below the clay, at depths from about 3'/z to 4 feet, was relatively dense, silty sand and gravel containing cobbles and boulders which extended to the maximum depth drilled, 16 feet. Drilling in the dense sand and gravel with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountere"a to the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content and density, gradation analyses and Atterberg limits. Results of swell-consolidation testing performed on relatively undisturbed drive samples of the sandy clay subsoils, presented on Fig. 4, indicate low to moderate compressibility under conditions of loading and wetting. One sample (Boring 3 at 2t/z feet) showed a low swell potential when wetted under a constant light surcharge. Results of gradation analyses performed on small diameter drive samples (minus 11/z inch fraction) of the natural sand and gravel soils are shown on Fig. 5. The liquid and plastic limit testing indicates the clay to have low to medium plasticity. The laboratory testing is summarized in Table I. No free water was encountered in the borings at the time of drilling and the subsoils were-slightly moist to moist. FOUNDATION BEARIPiG CONDITIONS The sandy clay soils posses relatively low bearing capacity and variable settlemenUheave potential. Spread footings bearing on these soils can be used for foundation support with some risk of movement. Due to shallow depth of the clays the risk of movement is probably low. A lower risk of foundation movement would be to bear the footings entirely on the underlying sand and gravel soils and/or compacted structural fill. H-P __ .. .,ws .~ "w.res . ,.. -4- DESIGN RECOD~IlI4ENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with, spread footings bearing on the natural soils or compacted structural fill. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) ~~ t~r~otvro -placed on the upper natural soils should be designed for an allowable soil bearing pressure of 1,500 psf. Based on experience, we expect movement of footings designed and constructed as discussed in this section will be up to about 1 inch. There could be some additional movement if the clay bearing soils become wetted. 2) Footings placed entirely on the underlying sand and gravel soils or on compacted structural fill can be designed for an allowable bearing pressure of 3,000 psf. We expect settlements will be less than 1 inch and occur essentially during construction. 3) The footings should have a minimum width of 16 inches for continuous.. walls and 2 feet for isolated pads.... 4) Exterior footings and footings beneath unheated azeas should be provided F.,kvith.adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is typically used in this area. 5) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at Least 13 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report a lateral earth pressure H-P Gebrec~+ -5- corresponding to an equivalent fluid unit weight of at least 50 pcf. All retaining wails should be provided with underdrains to prevent build-up of hydrostatic pressure. 6) All topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to fum natural soils, Tf the footings are designed to bear on the sand and gravel soils the clays should also be removed. Structural fill placed to re-establish design bearing Level should be a granular material, such as road base, compacted to at least _ .~ ` "" I00% of standard Proctor density near optimum moisture content. 7) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. Pz•oviding at least 2 feet of properly placed and compacted granular fill below the slabs should limit potential movement if clay subgrade soils become wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reiafrr,~a~~e:~z-sx`tould be established by the designer based on experience and the intended slab use. A 4 inch layer of gravel can be placed immediately beneath the slabs to act as a leveling course and provide for subgrade support. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and Less than 12% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 9~% of maximum standard Proctor density at a moisture content near to slightly above optimum. Required fill can consist of the on-site sand and gravel, or imported granular material, devoid of vegeta[ion, topsoil and oversized rock. -6- SURFACE DRAINAGE Positive surface drainage is an important aspect of the project to limit the potential for wetting of the clay soils below the building. The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the '" " ezpah"~ion' pdT€hfial of the clays. 2) .Exterior backfill should be adjusted to near optimum moisture and compacted to at least 9~ % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in ail directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Granular wall backfiil should be capped with about 2 feet of the on-site clayey soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of ~.a?l~aclcfill. LLti11TAT>;ovs This study has been conducted ih accordance with generally accepted geotechnical engineering principles and practices in this area at this tune. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Fig. 1, the proposed type of constn:ction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface H-P GEOTECH -~- ~ conditions identified at the exploratory borings and variations in the subsurface I, conditions may not become evident until excavation is performed. If conditions ' encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and Field services during construction to review and monitor the implementation of our recottunet~',a~'~.~~ ~~..3-~t~-~erify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Sincerely, HEPWORTH - PAW~GF~OTECHNICAL, INC. .aas~eat~i,,. y P ~ (] ~ 1~ .,.. Reviedwed Byung, P.E ~ ~0,~,~.f2-lg-`1`i,~,.~.-~tv~: n \r_ 1 ~~ ~Nd7d91 ~1~~~~ G' Steven L. Pawlak, P.E. DAY/ksm cc: Lipkin-Warner Design -Attn: David Warner H-P Geo7ecH ~. J:./. S Y rP. . .: 1 r` .. .. ... .... ~Y• n5 . ey. .-. ~J.a rl APPROXIMATE SCALE - 1" = 300" ~ ~~~ / ~ / ~ / ~ / ~ TRACT C / \ / BUILDING PROPERTY ~ - ~ ENVELOPE BOUNDARIES VICINITY MAP ~ ecalNC z BORING ] ~ P j i ' a, • BENC.+ MARK: GRCUNC AT BTAHE7 PCINT 90RING. k NUMBER 22 '~'-E~. = 100. C', ASSUMED. g PRCPCSEC l~. RE9CENCE 1th 9CRING 1 F ~ i ~ . APPROXIMATE SCALE ~; 1" = 30' ~g8 78d HEPWORTH - PA`NLA'~C LOCATION CF EXPLCRATCRY BORINGS Fig. 1 ;f. GEOTECNNICAL, INC. 's r -' ,... '„ BORING t BORING 2 BORING 3 BORING 4 ELEV. = 98.6' ELEV. = 97.3' ELEV. = 99.9' ELEV. = 100.4 t. y".' ,._ 105 100 SSUMED GRCUND FLOCR LEVEL 10/12 WC=12.0 95 DD=9a v/12 ' LL=39 PI=20 ~ 0: 43/12 p 0: 65/12 ~ 0~~ WC=4.d m q~ +4=38 ~ 90 . -zoo=la ~ O~ 'ae }, :~;• ~: 75/12 85 O~ T:~: °o° n, ' ~ ~: 25/6,30/2 t` 8C :g: ~v ~ ~ .' .rt.. 1~.~ 105 100 19/12 12/12 WC=15.2 ~~ 00=103 WC=15.6 ° -200=50 DD=105 -200=67 ~ 33/12 gs ~- 30/0 0° Y m -ti I c O . ~' ^ r 70/12 90 w 75/12 ;~' WC=8.7 +4=27 -200=25 SS 8C Note: Explcnation of symbols is shown on Fig. 3. ", E.z~ * ~` "~ i X98 78~ ~ REPWORTH - PAWLAK I LOGS OF EXPLORATORY BORINGS Fig. 2 GEOTECHNICAL, INC. D: TOPSOIL; organic silty clay with scattered gravel and small cobbles, highly to moderately organic with depth, moist, block to dark brown. CLAY (CL); silty, sandy to very sandy, scattered gravel and small cobbles, stiff, slightly moist to moist, brown, low to medium plasticity. SAND AND GRAVEL (SM-GM); with cobbles and boulders, silty, occasionally clayey, dense to very o~ dense, slightly moist, mixed brown and red-brown, rocks are subangular to subrounded. Relctively undisturbed drive. sample; 2-inch I.D. California liner sample. Drive sample; standard penetration test ( SPT ), 1 3/8-inch I.D. split spoon sample, ASTM D - 1586. Drive sample blow count; indicates that 10 blows of a 140-pound hemmer felling 30 inches were 10(12 required to drive the California or SPT sampler 12 inches. Practical drilling refusal. N07ES: 1. Exploratory borings were drilled on December 2, 1998 with a 4-inch diameter continuous flight power auger. 2..Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. Building layout stokes had been placed. - 3.'klevations of exploratory borings were measured by instrument level and refer to the Bench Mark shown on Fig. 7. R 4. ~Tlie exploratory boring locations and elevations should be considered accurate only to the degree implied Cry the method used. 5. 'The lines between materials shown on the exploratory boring logs represent between material types and transitions may be gradual. g 6.~'.~vo free water was encountered in the borings at the time o` drilling. ~f-luctuetion in water level mey occur with time. 7. aborctory Testing Results 4JC = Weter Content ( % ) DO = Dry Density (pcf ) -? = Percent retcined on No. 4 sieve. ,a~-2C0 = Percent passing No. 200 sieve. ~.?L'~_ = Liquid Limit ( ~ ) ~`~rl = Plasticity Index ( % ) t' t t 7 j,. the cpproximate boundaries }gg 7g4 I HEPWCRTi-i - PAWLAK I LEGEVO AitiD NOTES I Fig. 3 GEOTECHNICAL, INC. J ,. .., CLEAR SIXIARE OPET11N6 t. NYDRDLETFR AN ALY56 TILE REAd NGS U.S SfANDAR0 5ELE5 I 24 H0. ] HR 45 YW. 15 YW. 60 YW.19 NW. 4 YIK 1 VW 200 CO iC0 50 U >D Z V' S0 N Q Z L: 40 L C W ~ a zG 1a D O 6 ~ at T J 4 It 2- S 5"6" I .001 .C02 .COS . 009 . 019 .W7 .014 :150 .300 .600 1.18 236 4.]5 9.5.__1 9.0 D.5 > ao use DIAMETER OF PARTICLES IN MILL IMETERS 12J CUY TO SLT rNE 6AN ~ ~ ~ C0B°t,.5 GRAVEL 38 % SAND 44 % SILT AND CLAY 18 % LIQUID LIMIT % PLASTICITY INCEX SAMPLE OF: Silty Sand and Grovel '~ FRCM: goring 2 at 5 Feet ,D 10 20 JO O W Z 40 Q H W so C Z 60 W U C ]D w a rb so v00 W Z G H W C r z W c W `' GRAVEL 27 % SAND cg ~ SILT ANC CLAY 25 ~. LIQUID LIMIT % PLASTICITY 'NGEX % 1 SAMPLE CF: Slty Sand with Grave! FRCM: 9or,ng 4 at ?C Feet ,_ ~ '1qS 78a HEPWORTH - PAWLAK GRADATION TEST RESULTS Fig. 5 GEOTECHNICAL, INC. TIME. READINGS I U.S STANDARD SERIEa CLEAR SCUAR~ DPNINf.G HEPWORTH-PAWLAK GEOTECHNICAL, wc. TAQLE I SUMMARY OE LABORATORY TEST RESULTS ;,;.. ,_, :, ., J06 N0. 198 784' SAMI'IE IUCAIION NATUIIAL NAIOIIAI GRADATION PEIICENT NTEIiUEIIG LIMITS UNCONPINEO tlONING UEPIII Ileull MOISTIIUE CONTENT 1%1 DUY DENSITY Ipcq GRAVR 194) SAND 1%1 PASSING NO, 2W SIEVE LIDUID LIMIT 1941 PLASTIC INDEX 1'wl COMPRESSIVE STRENGTH IP$FI SOIL 011 U4000GN TYPE 1 2 12.0 98 39 20 Sandy Silty Clay 2 5 4.8 38 44 18 Silty Sand and Gravel 3 2%, 15.6 105 67 Sandy Silty Clay 4 2 15.2 103 50 Very Sandy Silty Clay 10 8.7 27 48 25 Silty Sand with Gravel 1 1 ~,~ ~, r . ~. j~~j/~//~~% /i /~ //~~ i i :, ~~_ %y~; T-1 v ~ ,v NONE" LTLE, TFAM, DRAWING INDEX. FAR 61U_ & ANNE TOBEY _ 3 ^ <1 2326 NANNEIKA AVE. 3 d' d ° ` C7 7 1 _10d 0' IMPRO`/EMENT SURVEY NORTHFIELD, IL 60093 ~ p ' ~ Z cl C72 7 3G' d TOPOGRAPHY SURVEY A7,7 VARIES SITPLAtJS ARCHITECTS: ~: P.2.7 1i4'-1'-d' MAIN FLOOR PLAN LIPKIN WARNER DE51GN 5 PLANNING A2.ta 114 =T-d' MAIN FLOCK PLAN 23400 Nl0 R;vERS ROP.D #44 ' A2.2 1/4"=1'-d' UPPER FLOOR PLAN P.C. 80X 2239 ~ F4.7 3/76"=1'-0" ROOF PLAN BASALT, LOIORADG 87627 I A5.7 i/6"=1'-d' fiUIICING EXTERIOR E! EVATIONS 970!927-PA73 (8487 FAX) I A8.2 1/4"=:'-d` EXTRtOR ELEVATIONS j q5,3 1/4"=1'-d' EXTERIOR ELEVATIONS F.5.4 7/4"=1'-d' EXTE210R ELEVATIONS CONTRACTOR: A5.5 t/4"=P-d' EX cRIOR ELEVATIONS STRUCTURAL ASSOCIATES 4185 CCUNTY ROAG 154 A6,7 i/4"=T-0" BUILDING SECfI0N5 GLENNfCOD SPRINGS, COLORACO 87601 I A6.2 1/4"=1'-d' BUILDING 5ECT10N5 570!945-0147 (0482 FAX) Ab.t 7"=1'-d' ~ 6UILDINC-A55EMBLIES $,; 1f4"=i'-d' FOUNCAiION?LAN STRUCTURAL ENGINEERS: -y,2 "' U4"=1'-d' MAIN FLOOR FRAMING PLAN i '. 53 1/»'=1'-G" MAIN FLOOR FRAMING PLAN KURTZ d A550CIAT<5 ' 5.4 //4"=1'-O" UPPER FLCOR FRAMING PLAN 5012 COUNN ROAD i54 i 5.5 1/4"=T-d' RCOF FRAMING PLAN GIEN'N000 SPRINGS. COLORADO 81ECi 970/945-o3G5 (FAX SAME) '.. U I SOILS ENGINEERS: z HP GEOi eCH c 5020 COUNTY ROAD 754 Q ~ ~ GLENW000 SPRINGS, COLORADO 81601 570/945-798b (8454 FAX) . _ ~ ~ O ~U MECHANICAL ENGINEERS: ~ o< {. ~ BURGGRAAF A550CIA1c5 ~ o/ ~ 715 HORIZON DR.. SUITE 726 ~-- O o GRAND JUNO(ION, CCLORAD081506 W t` ~ 970i2435b57 r8286 FAX) I A12CHITECTU~AL SYMBOLS ~ ~ I CIVIL ENGWEERS: O ~' _ BUILDINv SECTON u' ta: 6uILDINGGETP.IL I ANDSGAPE ARCHITECTS: MT. DALY ENTERPRISES F'QERIOR ELNATION 23°00 TWG RIVERS ROP.D »43 - ~ - P.C. 80X 7^3% y/^~.~ fiASA! T, CCLORADG 61627 I V IRTF-RIGR ELEVATION °70/927-3787 (8487 FAX) I I V I I (;~ A55EMBlY SEE ?.8.1 i CONSTRUCTION GRID I ..-~~ ELEVATION MARK ~JI GGOR TAG I .. N/INOCW TAC- ~ ,cam ~ ~_~ C GF.BIN'cTRY TAG RCOM NAME d NUMBER j j 2 ~~A 11m C v ._. ~ ~- rez n ~nen f~^:I P 8 GRAPHIC SCALE (IX YBCI ) 1 Inch A Survelor's CertiSCVte /, XfNYt?I R. W/LSON, dc'ng o Regsfered Lontl Surreyor .n Ne 5(v:e of Colorado, bo hereby certiy that Nis map o{ nshng cvn6fivns nos p¢pared 6y m and under my superv'sion lrpn v su y de by m ondr mCn y supemrion and that bo and ao re t e and c_ a to to Ne b/sf e a d be/ie6 Nvfe: IDis fopo9mp/: ~K M NoM1Dnv/ Nop Accu y Sbndvrds fo. mOOS. 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