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Home My WebLink AboutCASOLAR VAIL LOT 15 PHASE 2 GENERAL LEGALe 'aOE Fo2 ;8 .,7 E1 Uatt1 AO FI FI AH g F F gl F] o i{(, T dcr!A _aa trer U AFrzz l{E lr FIFza =oF€ e? 'oC{E Fl t-rHZ AEt4dq e4 o k F a et&:Q ZA E(no or4 UU q Fi F] A o e oz t4& c| :>a Irl O Iaddo TOWN OF VAIL75 S. FRONTAGE ROADvArL, co 8L557 970-479-2L38 APPLICA}ff CONTRACTOR OWNER DEPARTI4ENT OF COMMTJNITT DEVELOPMENT L^rtf BIL ft+ yuSsLdr G- ON JOBSITE AT ATL TIMES Permit #: 898-0086 St,AEUS...: ISSI]EDApplied..: 05/o4/L998Issued...: 05/04/L998 Ercpires . . : I0 /3L/L998 Phone: 970-524-9436 Phone:. 970-524-9436 NOTE: T1{IS PERMIT MUST BE POSTED ADD/ALT SFR BUILD PERMIT ilob Address: l_150 SAJ.IDSTONE DRLocatlon...: i_i-50 SANDSToNE DRParcel No. . : 2L03-014-14-01_8Project No.: iIAY'S FRAMING &EXTERIOR STDINGP. O. BOX 18026, AVON, CO 91620iIAY'S FRAMING 8.EXTERIOR SIDINGP. O. BOX 1_8026, AVON, CO 81_620 SHEARER JOHN F & DIANNE L Tui,'ir:r{.nmm. Dev. apprirY0d amCIuilt Single Family Residencfl6Jrr Type V Non-Rated Recreat.ion Fee----------> .00 100.00 279 -75 BUILDING DEPARTIIEI{TJRM Act,ion: APPR APPROVEDPTANNING DEPARTMENTiIRM Action: APPR APPROVEDFIRE DEPARTMENTJBL _. A!:tion: APPR N/APUBI,TC g{ORKSJRM ACTiON: APPR N/A t*tr****r+i**** * * * * * * * * * * * + i r i * ***i***r*********t****+*rt*r*****tt** See Page 2 of this Document, for any conditsions that may apply to this permiU. DECLARATIONS r heteby ackno!,rledg€ that I have read chis application, filled oqt in full the infor-nation xequired, conpleeed an accurate ploE plan, and atate chat all bhe infornation provlded a6 requir€d lE corlecu. r aglee co conply t{ith the infofmation and plog Flao,to comply ntith all Tovn otdinanceF and slate laws, and Eo build Chi€ et:.uccuxe according to the torn,g zoninq and dubdiviBion code6, deFign rcvier aplrroved, uni for-rn Buj,ldlng code and o!h6r ordinance€ of ghe Tolrn applleable thcr:6to, REQUESTS FOR INSPESIIONS SHAIJI' BE MADE T'IEIITY'FOT'R HOURS IN ADVANCE BY SeDd Clean'Up DepoeiL Tor itAY,s FRAMINC Occupancy: R3Tlpe Construct.ion: V N ValuaE, j-on z 4,29O Fireplace :nfoa'matsion: RcEEricted:#of t{ood/PaI IeL: Building-----> Plan check- - - > Inv66t.igation> $iIl CaIl.---->clead'Up Deposit- -- ---- -> TOTATJ PEES- .. - , 95,O0 - oo 3,00 ReaEuar:anL PIan Reviev- - > DRB Fee-------- Tolal calculated FeeB-- -> Additional Feea---- - --- - > Total Pefirib Fe€--------> P4yDlenl.a-------- EATJANCE DUE'-'- 219 -7a. , oo 2't 9 -75 219.75 ,00 Item: 05100 os / 04 /1998IE.em: 05400 0s / 04/1998Item:' 05600 05 / 04/t995Item:0550005/04/L998 DepE: BUIi-,DING Division: JRM-DEPtr: PLANNING DiViSiON: PER-MTKE MDepr: FIRE Division: Dept: PttB WORK Divlsion: 212L N FRoNIAGE RD #216, VAIL co 8€lF..'n-Llp frepOSit ffiefUnd Description r REPLAEE OVERTIANG TO SIMITAR STYLE ROOF Add Sq Ftr *Of Ga6 Appl lanceB I .oo 20 .00 *Of GaF Log6: l@, Page 2******************************************************************************** CONDITIONSPermit #: 898-0086 as of 0s/04/98 sEatsus---: rssttED * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t * * *** * ** * * * * * * ** * * * * * * * * * * * * * * * * Permit T)pe: ADD/AIT sFR BUrLD PERMTT Applied--: 05/04/i-998Applicant--: iIAY'S FRAMING &EXTERIOR SIDING Issued---l- O5/OA/I998970-524-9+36 To Erqrire| lO/3L/1998 'fob Address: 1150 SANDSTONE DRtocaEion---: 1150 SANDSTONE DRParcel No-- I 2L03-014-14-018 Descriptiorr: REPLACE OVERHANG TO SIMTI,AR STYLE ROOF * * * * * * * * * * * * * * *:l * * * * * * * * * * * * * * * * * * * * * * condiEions * * * * * * it * * * * * * * * * * * * * * * * * * * * * * * 1. FIELD TNSPECTTONS ARE REQUTRED TO CHECK FOR CODE COMPLTANCE.2. SMOKE DETECTORS ARE REQUIRED IN AI,I-, BEDROOMS AND EVERY STORY AS PER S8C.1210 0F THE l_991 UBC. **************************************************************** rolltN oF VAIL, COLORADO statemnt**************************************************************** SEat.ernnt Number: REC-0394 AmounE,: Payment MeLhod: CASH Notaeion: 279.75 A5/04/98 09:52Init.: iIRM PermlE No: 898-0086 Type: A-BUIL,D ADDIAr,T SFR BUILD PEParcel No: 2L03 -014 -t_4 -01"9 SiE.e Address: L150 SANDSTONE DR I.,OCAEiON: 1150 SAIiIDSTONE DR ToEaI Fees:279,75 Total ALL Pmts: Bal-ance: 279.75 279.75 .00 This Payment **************************************:************************** Accorrnt. Code Descript.ion BP OO]-OOOO3].].]"1-OO BUILDING PERMIT FEES DR OO1OOOO3l-1-2200 DESIGN REVIEW FEES PF 00r-000031_12300 ptAN CHECK FEES AD OO1OOOO24O31OO CLEANUP DEPOSITS WC OO1OOOO3]-]-2800 WIIJI' CAI'IJ INSPECTION FEE AmounC 95. 00 20.00 61.'75 100 - 00 3 .00 .'r rCo'ntacr' Ea$l e Cou:rt, O"ro""orsQrr.n at 970-328-!640.f^o_t, Parcel. fl . TOlllt OF VAIL CONSTRUC?ION r^RcEL I :Ql A3 0J't 14 Ol€' Starer pEF$IT AppLICATI6N FORM a t o sot.f /{o t ? -FRrdtnn S om* 4/d^lgg PER}IIT /' r.,eSal Descrjp'Hon: Lotls:l?ffb Block_ r,ittng T{^fi:'r^r'fif;6#&1ilf 3?,*E_87oltner€ Name:€UnNY Address:; rul tlork Class: [ ]-New lu,zJaAfteration [ ]-Additionat t llnepair/t I-other Number of Dwerring unitsr 3 Nunber of Accornnodation units: Nl:mber and rype of Fireplacesi Gas Appliances- 6as Logs-- wood/perr"a _*I t'***'r**************'{'************** VALUATXONS ***********r({i*******************t Iurr,plH", $ tf2-7o-- Er,EcrRrcAL: $ u.rlr6R: spLUr,rsrNG: $ MEct'"ANrcAL: $ll-*___ noC;i; r-AZeG { av._rrJ. _**_T &c v _ fu**r,*******************-***** coNTRAcroR rNroRMAr.,roN ****.***********ffi:ffi; ?:l:l:1. "tf;'?t:.7";&+%-*-J4i Fi,+r'"Ji:Gii-tv;0C""';;";;;;-;:f 'ill liivBAddress: -69-rulY- Lrd0?tb ,Rrronr'QTt etaEo- phone lumber: S',1 .iqtr- Irirectricar contracror: - '- -Bqt:ggf t ,.*P#l.,:f .FW?*-*: ---: Phone Nlrnber: Architect: fttWlncl ktnre#- Address , f.0.-& Generar Descript lon : n ;$ t; ."Lutt r.rf*n',folu2L^ Plumbing Contractor: Address: Mechanical- Contractor: AddreEs: L-,r{1L.atzpe d"tPn-s F Town of va.i} Regr. No.Phone Numbe.r; Tovrir of Vail Reg" NO.Phone Number: * * * * * * * * * * * * * -t+ * * * * * rt 't tl lr * * * it * * * * * FoR oFFIcE usE *****rf *ri*********************r.rr BUILDING PERMIT FEEI BUTIDTNG pIJAN cHEcK FEE:FLUUBTNc FERMTT FEE: : ,1 pLuMBrNc pr.nx iiiniil ;ffi;HEcttANrcArJ prRurr rnn: -]-- Mgcgn1rrcAr, pj:,ei'"iiilc"x-ise, EI.,ECTRICAI, FEE: orHER ryp' oF rEE: ll$lilill"B"X33i*, -. -: - DRB 8ES:TOTAL PERI.IIT FEES: BUILDTNT;; SIGNAT'IJRR; ?ONING: SIGNATURE: e IL VALUA?ION lo*, uP llEPosrr REFmm !o, o Action Form F VAIL Pmject Street Address: Legal Description: ParcelNumber; 2103-01-4140-18 2103-01-4140-19 Comments: esign Review TOWNO ProjectName: Shearer/FriedmanDuplex hoject Description: Remove "box roofs" over entrys and replace with sloping roof to match existing. Repaint entire duplcx. Owner, Address and Phone: Diane Shearer it"li. [a*Bil?t'*4 n"u n n-or, Architect/Contact. Address and Phone: nla o D 1150 A &B Sandstone Drive Lot 15 A & B. Casolar II BuildingName nla Motion by: Seconded by: Vote: nla Conditions:Approved as requested. Town Planner: Mike Mollica Date: 514198 Staff Action Action: StaffApprovednla nls F:\EVERYON E\DRB\APPROVAL\98\SHEARER 504 DRB Fee he-Paid: $20.00 - t,o qucstio,,]all thc Planning Statl' ri 479-2 I 2 ti APPLICATION FOR DESIGN REVIEW APPROVAL GENERAL INFORMATION This application is for any projcct rcquiring Dcsign Rcvicrv approval. Any project rcquiring dcsigr review must rcccivc Dcsign Rwiew approval prior to submitting for a building pcrmit. For specific information, see the submittal rcquircmcnts for thc particular approval that is rcquested. Thc application cannot bc acceptcd until all the requircd infornration is submittcd. Thc projcct may also nccd to bc rcvicwcd by thc Town Council and/or the Plaruring and Environntental Contmission. Dcsign Rcview Board approvat cxpircs onc ycar after final approval unlcss a building permit is issued and construction is startcd. A. DESCRIPTION OF THE REQUEST: B. c. D, E, LOCATION OF PROPOSAL:.LOT: I S /1f ABLOCK:-FILING: PHYSICAL ADDRESS:\r>:ds\e r..<'- .>ro3 o(4 I.td I gPARCEL#s4tuzctn t4a l? (ContactEagleCo.AsscssorsOfficeat9T0-328-8640forparcel#) ZOI{ING: NAMEOFOWNER(S):'#c'a v Orn,-v n/e,- Stf e nB e rZ- -L z:-t-ln^.j .--(-u L MAILING ADORTSS: F2 r.e dZ.rCr-* F. G. OWNER(S) STGNATURE(S): NAME OF APPLICANT: MAILING ADDRESS: PHONE: !d.5linor attcration - Construction of a new building. Includcs any addition whcre square footagc is added to any rcsidential or comrnercial bdilding. $20 lncludcs minor changes to buildings and sitc improvcments. such as, rcroofing. painting, window additions. landscaping. fences and retaining walls, ac. DRB fccs are to be paid at the time of submittal. Latcr. whcn applying for a building pennit. please identiff thc accuratc valuation of thc projcct. Thc Town ofVail will adjustthefceaccording to thc projcctvaluation. PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD, vAIL, COLORADO 81657. H, l TYPE OF REVIEW AND FEE: E Ncw Construction - $200 tr Addition - $50 TOWNAFVNL IJLIILDING MATERIALS:COLOR:* -4.ee*i,t oo I,IST OF PROPOSED MATERIAI,S TYPE OF MA'I'ERIAI.,: /o rrn.'k' e Y,rsl'.t?' 3,t;"(.W;lli^\5 - Roof Siding Othcr Wall Matcrials Fascia Soffits Windows Window Trinr Doors / bol r-uf ,u.J. Door Trirn l{and or Dcck Rails Flucs Flaslrings Chinrncys Trash llnclosurcs Grccnhouscs Rctaining Walls Extcrior Lighting** Othcr S a-,-rv-.. e- l-t'-d'rrr4 /r.r) IIL ",1' * Plcasc spccifi thc manufacturer's coloq numbcr and attach a snrall color chip ** All cxtcrior tighting must mect thc Town's l,ighting Ordinance l8,54,050(J). If extcrior lighting is proposcd. ptcasc in{icatc tlrc nunrbcr of fixturcs and locations on a scparatc lighting plan. ldentify each fixhuc typc and providc thc hcight abovc gradc, lumcns output, luminous arca, and aftach a cut shcct ofthe lighting fixtures. --t'o - a-s b,'t\.\t { S o,t-r"-. € Updatcd 6/97 I 51-i€fiL,ulit gi#,ilqil&H tr(F)4'ik SOLID COLOR EXTERIORSTAIN ,? rur.* and Alkyd I sw 'm27 s\{ }}0s sw:1(\1 st\,301. SW 27:I slv .'it t0 sl\'l l st{:7011 1. DzuFTWOOL) 2. NA\AJO \\'IJITE 3. FORFST BEIIIIY 1. JUNIPEI{ t]LUL 2. R]VEIt BIITCI I 3, CASA BL,ANCA 1 II<L)_\!V()()f) 2. CII-AY I]IIiCH ] RUI)DY l. \.VOODSfV{OKL CIRAY 2. ACADIA BLUF 3. IVIAN"OR HOUSb 1. MIAD()WBROOK 2. SUMMhltl lOUSll BFICE 3- STONINCTON l. oRcl IAI{D 2, BLACK ALDLI{ ]. ROAN 1. FI,ACSTONE 2. \{APLEWOoD 3. POIO\IAC TJLUE I. SAND ('ASTLE 2. IJUCKTHoRN 3 ]EATHER I. BLUI- SPRUCF] 2. CARIBOU 3 CARNELIAN SW .1Or)1 Sl\'l(r7r' I -- :r::lr; I :il:;lII stv l0l2 s\{ :393 I I 1. COTTONiVOOD 2. RIVER BIRCH 3- MUSHROON,I BASKET s!1,301.i sw l03l 3, L IIARCOAL BLUE o o r-* q91f r \*e\\ .',. a'- , I'_ \_ frgci* ,r&+ 5:d;a5 EXTERIOR LATEX and ALI(YD SOLIDCOLORSTAIN ,7 How To Use These o Color number one is the stain color recommended for the body or siding of your house. Color Plans _t o Color number two is a coordinating stain color ttrat can-Ue use<l on the house triml o Color number three is an exterior ColorAnswers paint color which is recommended to be used as in accent such as the doors, shutters or columns. (NOTE: The exterior paint colors shown on this card are a satin ftnish. They are also ivailable in a flat and gloss finish) The Result... COVERPHOTO: Siding: Cottohwood, SW 3040 Trim: RiverBirch, SW3024 AccentTiim, Windows: Mushroom Basket, SW 2025 Choose From TWo Quality Stains- r Preserve and protect wood. r Enhance the beauty of wood texture. o Resistblistering, chipping and peeling. o Are long lasting and fade resistant. o Can be easily applied by pad applicator, roller, orusn or spray. o For exterior use on siding, doors, fences and planters. Ask Sherwin- Williams Ask about our extended payment plan! E4€^*,1^* The Sherwin-Williams Companv 101 Prospect Avenue, Cleveland, Ohiri ,141 15 Fo*to{ -/ro** 2 Pt.c+ - I FrJd*{:t.No. slnx *- l*rln 4L 1 1 f,, Sa,.-Ca a;|Lt:T't { \*- "'-.*.",.'a11 C*,*rL*r ff ?v- |lcLr Eer rurl C lean-up 0eposi t------> ToTAL FEES-----*-----> lli l.L caLt--->3.00 09/t2/!99s DAN Action: APPRItem: O54OO PLANNING DEPARTMENT09/L2/tees DAN Action: APPRItem: 05600 FIRE DEPARTMENT09/t2/regs DAN Action: APPRItem: O55OO PUBLIC WORKS 100.00 325.75 Payrnents---- EALrINCE 0UE------> 3?5.75 ****lct**rr*rcl*tr*********ffi*r*****fi***ffititt*ffiffiirr**lrt##ffit*r*H******rt*rc*iffi*:ffi**ffi***i*ffi Item: 05100 BUILDING DEPAR?MENT Dept Dept Dept Dept BUILDING Division: PLANNING Division; FIRE Division: PUB WORK Divisiont09/12/rees DAN Action: APPR ***f*'tf*H*iffi****t******#H#*i***l#***ffi*****#**rct*********S**ffiJr*ffi*ffi#*lrf*:klrtffitffi******lrffi***** . see Page 2 of this Document for any conditions that nay apply to this permit. DECLARATIONS I hereby acknovledge that I have read this apptication, fiu.ed out in ful,t the infofnation required, conpteted an accurate ptotplan, and state that atl the infornation provided as requi red is correct. r agree to conply uith the infornation and ptot ptan,to codtpty eith atl Toh'n ordinances and state [aws, and to buitd this structute according to the Tom's zoning and subdivisioncodes, design reviev approved, unifofn BuiLding code and other ordinances of the Toyn appl,i cabl,e thefeto. REOUESTS FOR INSPECTIONS SHALL 8E }IADE TIIEI.ITY-FOUR IIOURS IN ADVANCE BY Send C Lean-Up Deposit To: GREAT DMOE \ CHECK REQAEST PREPARDD BY:DATE: VENDORNAME: VENDOR NUMBER: DESCRIPTION oF EXPENaE: GLEAN up DEposIT REFUND FoR Bp # /1 4 a- NAME OF JOB: ACCOUNTNUMBER: 0l 0000 22002 AMOUNT OF REFUND:Oo Uz/- I APPROVAL SIGNATURE: SIGNATURE OF OI'NER OR CONTRACTOR FOR HIITSELF ANO O[.'NER {p*no"oruo t,_ APPLICANT CONTRACTOR OWNER Job Addresstocation... Parcel No..Project No. 1150 SANDSTONE DR 2 L0 3-014-14-019 .00 100.00 325.75 NOTE: THrS PERMIT MUST BE POSTED PROJECT TITI-,E: ADD/ALT SFR BUILD PERMIT ON JOBSITE AT Permit /afu/'.-., q//3 AIL TIMES 895-0 2 9 7 325.75 .00 3?'5.75 #: GREAT DIVIDE CONSTRUCTION P O BOX 2574, VAIL CO 8L658 GREAT D]VIDE CONSTRUCTION P O BOX 2574, VAIL CO 81658 FRIEDI4AN K EVAN & SUSAN O - TRUS40 E 83RD ST, NEW YORK NY 10028 StaIus...: APPROVED Applied. . | 09/72/L995Issued...: 09/L2/L995Expires..: o3/LO/t996 Phone: 30347 62072 Phone: 30347 62072 Description:STABLIZE FOOTING/FOUNDATIoN Number of Dwelling Units: 000 Town of vail edjusted Valuatj-on; 81600 fireptace Information: Restr i cted:. #Of Gas ApptiEnces:#Of Gas Logs:#of ttood/Pat tet: ********ffiffi*i**jr**'(|t*******ffittr**H**********H**t*t FEE SU ARy rt nH***r(t******ff*****fi*r******t**st****rrfi**ffit**i( Eui Lding----> P[an Check--> lnvestigat i on> lliLt cat l,----) 135.00 E7 .75 .00 5.00 Restuarant DRB F Recreation Fee---------> Cl,ean-Up oeposit-------> TOTAL FEES_--- BUILDING DEPARTMENT DAN Actionl APPR PLANNING DEPARTMENTDAN Action: APPR FIRE DEPARTMENTDAN Action: APPR PUBLIC WORKSDAN Action: APPR Ptan Reviey--> .00 > '00 Tota I Calcutatcd Fees--> Addi tional, Fees--------> Tota I Pernit Fee-------> Payments------- 325.75BALANCE DUE---- Dept: BUILDING Division: Dept: PLANNING Division: Dept: FIRE Division: Dept: PUB WORK Oivision: Item: 05L00 oe /L2/LeesItem:05400 oe /L2 /Lee5Item:05600 oe /L2/tee5Item: 05500 oe/1,2/Lee5 *******f***ffilrrrtt*#f,*f,t**rr*******ftffi*f,f,t**tr*t*ffi*i*fi******lrt****lrrtffir#*rrtf,*t*******t*ttr**trtlnt*rr***tli****tr*l*rlfftrt** See Page 2 of this Document for any conditions that nay apply to thie permit. DECLARATIONS I h€reby acknoHtedge that I have read this apptication, fil,l,ed out in futl the informtion nequired, conpteted an accurate ptot ptan, and state that atl the infarmation provided as pequi red ia correct. I agpee to corply Hith the information and ptot ptan, to comp[y Hith all. Town ordinances and state [aws, and to buitd this structure according to the Toiln's zoning and subdivi.sion codes, design reviet, approved, Uniform Buitding Code and other ordinances of thc Torm applicabte thereto. IN ADVANCE BY TELEPHONE AT 479-2138 oR AT oUR OFFICE rRofl 8:00 Afi 5:0O PREOUESTS FOR INSPECTIONS SHALL BE I{ADE TI'ENTY-FOUR HOURS Send Clean-up Deposit To: GREAT 0MDE SIGNATURE OF OIINER OR CONTRACTOR FOR HII'ISELF ANO OI,']{ER PAGE 2************tr9.***************************************J.*{.d.{.********************** CONDITIONS OF APPROVAI,Permit #: 895-0297 as of O9/IZ/95 Statu6: AppROVED******************************************************************************** Pernit-Type: ADD/ALT sFR BUrLD PERMTT Applied: o9/12/t995applicant: GREAT DIVIDE CONSTRUCTION Issued: O9'/t2'/t995Job Address: L150 SANDSTONE DRLocation: ParceL No: 2103-014-14-019 ******************************************************************************** CONDITIONS**********************************tr********************************************* 1. FIETD INSPECTIONS ARE REQUIRED TO CITECK FOR CODE COMPLIANCE.2. A STRUCTUAL ENGINEER VilILL BE REQUIRED TO APPROVE THE PIERS SPACING AND LOAD CAPACITY, TOI{N ot vArt coNsTRucfr PERI.IIT DATE:sEP | | t9g5 Job Name: legal Description:L.ot 4;' Job Address: Bloclc /r^. Address: ceneral Description: PLUMBTNG: Electrical Contractor: Address: Plunbing Contractor: Address: Mechanical Contractor: Address: *** ******* * ********** * ********** BUTLDING PERMIT FEE: PLUT.IBING PERMIT FEE: I'fECHANICAL PERMIE FEE: EI.,E9TRTCAL FEE: OTHER TYPE oF TEE! DRB FEE: EI.ECTRICAL: S ltEcHANrcAr: S-9T!Il' +----Ejaa- TOTAL: + work class: [ ]-New [ ]-A]teration I J-Addition"t t6:;air t t-ott""/-Nunber of Dwelling units: - Nunber of, Accomnodation units: f*1"" and Type of Fireplaces: Gas Appriqnces- Gas Logs- wood,/pellet_ fi********************************it VALUATIONg ********* *********** ************* BUIL,DTNG: I &bOo FOR oN ** * * * * * ********** * * ** ** * * * * To$n of Vail Req. NO.Phone Number: Town of, Vail Reg. No.Phone Nunber: Totrn of Vail Phone Nunrber: fotrn of VaiI Phone Nunber: Reg. NO. Reg. NO. oFFrcE usE ******************************* BUTLDING PI,AN C}TECK FEE: PLT'MBTNG PI,AN CHECK FEE: T,TECIIANICAL PIAN CHECK FEE: RECRBATION F8E: CLEAN-UP DEPOSTT: TOTAL PER!{TE FEES: BUILDING: STGNATTTRE: ZONTNG: SIGNATIJRE: MEMORANDUM ALL CONTRACTOFS TOWN OF VAIL PUBLIC WOFKS DEPARTMENT MAY 9, 1994 WHEN A ''PUBLIC WAY PERMIT'IS REQUIRED TO: FROM: DATE: RE: Job Name:Da:€: q-//-qt- '/ -Rteas arding the need for a,pubtic Way permit': 1) ls this a new residence? 2) ls demolition work being performed that requires the use of the ri,ght of way, easements or public properg? 3) ls any utility work needed? 4) ls the driveway being repaved? 5) ls difierent acress needed to site other than existing driveway? 6) ls any drainage work being done affecting the right of way, easements, or public property? 7l ls a "Revocable Right Of Way permit' required? 8) A. ls the right of way, easements or public property to be used for staging, pad<ing or {encing? B. lf no to 8A, is a parking, staging or fencing ptan requirei oy cimmrinir! / Development? !!Vou_ algwered yes to any of these questions, a 'Public Way permit" rnust be obtained.?ublic Way_ Permit" applications may be obtained at the public Works ofiice or at C.o.r.nqultity Development. lf you have any questions please call Charlie Davis, the Townof Vail Construction Inspector, at 479-219.- ' I have read and answered all the above questions. YES NO /-- Ll / L? I l- I /- Job Name Contractor's Signature -,/,/-? )- t PUBLIC WORKS PERMIT PROCESS How it relates to Building permits: 1) Fill out our check list provicted with a buitdino oermit aoplication.lf yes was answered to any of the above questions. then a "puOlic Way', is required. You can pick up an application at either community Developmeni, located at 75 S. Frontage Road or Public Works, tocated at 13dg Vait Valtey Drive. 2l Notice sign offs for utility companies. All utilities must fietd verify (tocate) respective utilities prior to signing application. Some utility companies iequire up to a 48 hour notice to schedule a locate. 3) A construction traffic control/staging plan must be prepared on a separate sheet of paper.An approved site plan may also be used. This plan willshbw locationsof all traffic control devices(signs, cones, etc..) and the work zone, (area of Construction, Staging, etc..). This plan willexpiie on Oct. t5th. and will'need tobe resubmitted for approval through the winter. 4) Sketch of work being performed must be submitted indicating dimensions (length, wjdth & depth of work). This may be drawn on the traffic controt plan oi a -site plan for the job. 5) Submit completed application to the Pubfic Works's office for review. lf required, locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The locates take place in the morning but, may require up to 4g hours to perform. 6) The Public Work's Construction Inspector will review the apptication and approve or disapprove the permit. You will be contacted as to the status and any ttrai mayneeded. Most permits are released within 48 hours of being rec'eived, but ptease, allow up to one week to process. 7) As soon as the permit is processed, a copy will be faxed to community Development allowing the "Building Permif'to beieleased. Please do not confuse the "Public Way Permit" with a "Building Permit" to do work on a project itself. NOTE: * The above process is for work in a public way only.* Public Way permits are valid onty uhtit November i5th.* A new Public way permit is required each year il work is not complete. I Go/pryay o TOWN OFVATL 75 South Frontage Road Vail, Colorado 81657 303-47e-2 I s8 / 479-21 ie FAX s03-479-2452 2. Depanment of C omm uniry Deve Io prne nt IT{FOR}IATIOX TEEDED iIIIEI| APPI.TIITC FOR I IIECHETIICNX.. PENMIT 3. 4. HEAT LOSS CALCULATIONS. TO SCALE FTOOR PIJAI.I OF MECIIANICAL ROOM WITH EeUIplt[Er{T DRAWN rN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU RAT]NGS OF ALL EQUIPMENT IN MECHANICAI ROOM. SHOW SIZE AND LOCATION OF COMBUSTION AIR DUCTS, FLUES, VENT CONNECTORS AND GAS LINES. NOTE WHETHER ELEVATOR EOUIPMENT WILL AI,SO BE INSTALLED IN MECHANICAI, ROOM. FAILUNE TO PROVIDE TIIIS ITFORilATIOf, ITIL:L DELAT YOUR PENUIT. tuwn oflie of communlly development75 roulh tronteo. road Ydl, colorrdo 816!i7 (30:r) 4r$2r3s (300) tU9213S NOrrcE TO CONTRACTORS/O!{NER BUTL,DERS Effective June 20. 199L, the Town of vair Buirding Department hasdeveloped the following procedures to ensure that new constructj-onsites have adequately established proper drainage frorn buildingrsltes along and adjacent to Town of vail roads or st.reeLs. The Tow:r of vail public ttorks Department will be required toinspect and approve drainage adjac-ent to Torn of vair -roads orstreets and the instarlation of ternporary or permanent culverts ataccess poiats from the road or street on to tLe construction eite.such approvar must -be obtained prior to any reguest for inspect!_onby the Town of vail Buirding oepartment ror robtings or remporaryelectrical or any other inspection. prease catt 4'lg-2i60 t;reguest an inspection from the publ-ic works Department.- Arlow arninimum af 24 hour notice. Also, the Town of vail public works Department wirl be approvingall finaj drainage and culvert installation wilh resurting roadpacching as necessary- such'approvar nust be obtained prlor toFj.naL Certificate of Occupancy issuance. 75 south trontrEc road uail, colorado 816!i7 (303) 479-21.38 ot 479-2L39 TO: FROM: DATE: SUB"TECT3 offlcd ol coinmunlty developmcnt ALL CONTR,ACTORS CURREMILYL REGISTERED ?IITTI THETO!{N OF VAIL TOWN OF VAIL PUBLTC WORKS/COMMITNITy DEVEI,OPIIENT }'ARCE 16, 1988 CONSTRUCTTON PARKING & I{ATERTAIJ STORAGE rn summary' ordinance No- 5 states ttrat it is unlawfur for anyperson to ritter, track or deposii. *v-"Jirl-"#i, sand, debrisor naterial , incluli:S trastr turopsters, portable toj_lets andworkmen vehictes.upon any street', ;i;;;"il;;ii;y or pubricplace or anv norti-on tt"i""i.--irre right-of-way on ar' Tosrn ofvail streetl ina.roads is approiinately 5 ft. off paveurent.This ordinance wir-r ue ;r"i;ii;^enforced by the Town of vairPublic works De'artmentl--p"r"lns touna .ril,rirl"g this ordinancewiLr be qiven a 24 hour-rri[i;;";otice-to-ili"i"rr.id nateriar.rn the event the person so notified.eo""-r,oi--Joiprv with thenotice within an:^31 rr""i-tir"-lpecified, the puLtic worksDeparrment wilr remove said urateii"i-ii-irrJ"!"iilre of personnotified' rhe oroviri"i"-Jr-ifil ora:.nance shirl not beapplicable to clnstruction,-r"iii.tunge or repair projects ofany street or alley o, ani'riiriir"" i-n the right_a_way. To.review Ordinance.No. O in fuII, please stop by the Town of:::i"::ii3i"3"Tf,if*:lt"::".;;;i" a copv. rirani< vou ror your acknowledg (i.e. contractor, owner) lnun 73 routh trcnlsge rord Eil, colondo 81657(303) 479-2L38 ot 479-2L39 undersigned, understand the plan check procedure and time oltlcc of comrnunlly dov.lopnGnt BUILDING PERI.iIT ISSUANCE TIME FMME If this permit requrlres a Town of Vail Fire Departnent Approvat,Engineer's (pub'rii works) "eview anJ'approvar,' a iiinnin!'i"pr"t "ntreview or Hear th Departmint reui"n,-.ni'u-""rid fv-iii."HrTi oing ly?[S!.];"9,1 "'.i*ted timi 6"'"-totur ;evie"-;,ai'iai!'as rone All conmerc,iar ('rarge or smar'r) and ar'r mutti-family permits wirlhave to folrow the ibove renii6n"J-maximum requirements. Residentiarand smal'l projects shourd talie i-ieise""u*ornd of time. However, ifresidentiar or smailrer.p*jecis impr"i tn" various above mentioneddepartments with reoard to-necersiiy-""ur"r, these projects mayalso take the three-week perioa. Every.attempt wr'll be made by this deparment to expedite thispermi't as soon as possible. - r".i's\'r r'E Lr I, the frame. 7rVroject Name Cormuni ty Developrnent Departrnent. o Vail, Colorado Derwer, Colorado Monroe & Newell Engineers, Inc, September 6,1995 Great Divide Constouction PO Box 2574 Vail, CO 81658 Athr: Mr. Thomas Weber Re: I150 Sandstone Drive, Vail, Colorado (M&N #3028) Gentlemen: As requested, Montoe & Newell Engineers, Inc. has reviewed the existing building and conducted an analysis to determine the appropriate spacing for underpinning piers. The purpose ofthe piers is to stabilize the foundation movement which is occurring on the south (downhill) side of the residence. Based on a load capacity per pier of 40,000 pounds as provided by the manufactwer, a maximum pier spacing of 8'-0" along both the south side and the east side of the existing building is appropriate. If you have any questions or comments, please call. Very truly yours, ENGINEERS,INC. TOwn nr \leil cFFlct ilijilv r;;rt':f €Ei:!F;, I'iffi's4ffiiB;.9;;' 0048 E. Beaver Creek Blvd. + Suite 301 r P. O. Box 1597 o Avon, Colorado 8162Q t (3O3> 949-'7768. fAX (303) 949-4054 $EP | | fgtS HUBBELL HeuclL-PtER@ Founoarton SvsrEM Saves days and dollars compared to concrete piers, spread footings or other pile methods U.S. Patents: 5,011,336; 5,120,163; 5,1 39,368; 5,171,107 and 5,213,448 Proven for: O New construction piers tr Retaining walls, revetments, lmmediate benefits: D Predictable results o Lower installed costs tr One"trip convenience: No site preparation and no concrete required in many cases tr Holds design loads in specific soils tr Installs in any weather O Raising existing structures O Underpinning existing structures buildings, roadways, dams, levees D Seismic applications For loundation repalr and reinforement applications. B Installs in limited-access situations O Clean - no excavation spoils removal D Installs with available equipment B Less equipment needed: No concrete trucks or grout pumps D Easy to store and ransport O Reusable MR/MANUFACTURER HISTORY Worldwide experience in HelieahPier@ Systems TS/TECHNICAL SUPPORT COMPUTER-ASSISTED DESIGN PACKAGE More than 80 years ago, A. Bishop Chance developed his first patented earth anchor. Since then, the A.B. Chance Company has continued to introduce new anchoring products for tension and compression. Among the most significant mile- stones in anchoring history are the systems of power-installed screw anchors for electric-power and telephone utilities, the pipeline and construction industries. CAPABILITIES These power-installed helical-pier systems have proved extremely reliable and offer predictable holding capacities at economical installation costs. Moreover, their unique advantages have led to a growing range of compression and tension anchoring applications. Loads as high as 200,000 lb. are achievable in certain soiJs, Special terminations allow simplifred load transfer from the structure to the piers. Chance, with 1,400,000 sq. ft. of manufacturing, 1,400 employees and engineering expertise, is by far the leader in helical-pier develop- ment and quality. TgTECHNICAL SUPPORT SERVICES Applied in a wide variety of projects, the reliability of Chance helical piers has been thoroughly proven over decades in all types of soil conditions. Based on this crrmulative experience, Chance has acquired unique resources to support the following services: . Certifred installers - Training and field supervision r Design assistance - Geotechnical engineering guidance for special cases r Inventories of standard and specially-desigrred products to match applications to soils. 2 To assist design engineers in applyrng helical piers for founda- tion and retaining projects, Chance Company provides a complete design package comprising: r A technical manual presenting the state-of-the-art in power- installed earth-anchor design, An interactive computer soft- ware program for project de^ signs, Listings of prices for anchors avail able to derive job-cost estimates. The manual accompanies the software program to instruct the engineer in pertinent application aspects through eommentary on design theory, testing and installa- tion procedures. It presents practi- cal examples for "walk-through" experience with the program. This helps to impart both a sense of the design theory involved for these applications and horv the program functions. The software for personal comput- ers minimizes input requirements and decisions by the users but otherwise duplicates the program Chance anchor-application engl- neers employ daily to make project- design recommendations. A series of prompts direct the designer to maintain control over essential design criteria. User profrciency with the program shoultl be quick to acquire. Simple input needed: 1. Soil data - involves depths of layers, strength parameters and type; 2. Anchor description - consists of extension length, installation angle, distance to datum; 3. Load - magnitude and direction. Useful output provides theoretical capacities - both in tension and in compression - of anchor lead sections installed in the given soil conditions. Hold.ing capacity of oarinus anchor sizes is matched, to soil-classifi,caton data to selpct the proper anchor for the specific project load, requirements. DT/DOCUMENT TABLE OF CONTENTS il High-Strength Helical Piers ............. f, Tension/Compression Helical Piers ll Application Examples 6 6 I PP/PRODUCT PBESENTATION MF/MATEFIALS, FIIIIISHES OVERVIEW OF PRODUCTS The Chanceo Helical Piero system includes sha{ts of round and square configurations to match design Ioads. Round shafts (7+" solid steel to 10" diameter pipe) and square shafts (1%" to 2%" solid high- strength steel) are available to obtain the most economical means to carry various loading require- ments. To increase product life in aggressive soils, hot-dip galvaniz- ing to ASTM specifrcations is normally supplied. OPIOVERALL PRODUCT, IN PLACE AUASSEMBLY, INSTALLATION BENEFITS Helical piers have alleviated stresses on buildings caused by foundations shifting in expansive soils. As additional support mem- bers, helical piers extend bearing plates into underlying subsoil. Their small-diameter shafts simply penetrate the expansive zone without signifi cant disturbance. Installed in sections, Chance helical piers can get into low- headroom situations. This is ideal for underpinning foundations showing signs of failure or to upgrade their capacity for addi- tional bearing requirements. For buildings on sites where soil creeps, helical piers can be in- stalled both vertically and at an angle opposing the downhill creep. This permits soil to flow around the small-diameter pier shafts while the companion tieback anchors resist horizontal loads the soil movement places on the structure. To resist seismic loading where conditions dictate, tieback anchors also are readily incorporated into new building construction. 4109 02150/CHA BMne 1586 PP/PRODUCT PFESENTATION FEATURES Special techniques, tools and designs and sizes derived through experience and engineering exper- tise give Chance helical piers advantages not easily duplicated. Subtle yet signifrcant differences set Chance designs ahead: o True helices penetrate the soils with minimal disturbance, r Round-cornere d square shafts and precise helix pitches assure both installation ease and bearing capacities. Quality Assurance is a way of life in Chance Co. manufacturing processes. Chance is recognized throughout the industry as a leader in anchor manufacturing and quality. When you specify Chance helical piers, you can be confident you have selected designs and Iinished products ofthe highest caliber available. TgTECHNICAL SUPPORT AUASSEMBLY,INSTALLATION BEARING.PLATE THEORY The bearing calculations are suitable for both compression and tension as long as the soils being loaded are considered. Foundation desigrr typically can be divided into two steps: 1. Select anchor-helix configuration based on soil characteristics and load. 2. Select shaft configuration based on Ioad and anticipated installation torque. CAPACITY EQUATION The design procedure utilized by the AB. Chance Company is based upon the well-known General Bearing Capacity Equation: q" =CN" + 4 Nq wherequ ultimate soil bearing pressure C cohesion of soil Q overburden pressure N. \bearing capacity factors for Nq Jlocal shear conditions The load capacity of a multi-helix anchor is the sum of a]l individual helix capacities. Individual helix bearing capacity is the product of its projected area (Ar,) and the bearing pressu-re (q'). Reduction in load capacity should be accounted for in sensitive soils. Allowances should be made when the zone of influence for a helix includes strata of different strengths. This analysis depends on a "deep anchorage" failure mode. This condition is satisfied when the helix depth-to-diameter ratio is a mini- mum of 5. HOLDING STRENGTH RELATED TO INSTALLING TORQUE Monitoring installation torque helps indicate anchor capacity. The ratio between holding capacity and installation torque suggests 10 as a rule of thumb. This value typically ranges from ? to 12. Torque moni- tors are available from Chance. Their use provides a good method of quality control during installation. Graphic representation ofLoad inrliuidualbearingpressures I on multi-helix anchor, at left. Model in clay, aboue, illustrates "d,eep anchorage" failure mode. (Bobbitt, 1968) Square-Shaft Heli cal-Pier@ Anchors PPIPRODUCT PRESENTATION UA/USES, APPICATIONS SOUARE.SHAFT ANCHORS DESCRIPTION Square-Shaft (SS) Helical-Piero anchors are designed for simple installation and to maximize the load capacity of each helix. Shafts and helices are ofsteel selected to meet specific installing torques and design loads. Bending moments are of little concern when the piers are installed because soil sufticientlv supports the shafts. Installing equipment may be a utility truck, caisson drill, backhoe, skid-steer loader or hand-held rotary tool. As proper installation affects performance, criteria include high torque, low speed, down pressure and angle control. A torque-to-capacity ratio of 1:10 is excellent to verify capacity. Read torque on the installing equipment meter to assure soil consistency during final depth equal to three times the anchor helix diameter. Tlpical applications are underpin- ning piers, transmission-tower alchors, tiebacks, hold-downs for pipelines anil building foundations. INSTALLING TOOLS Catalog No. Description Weight 6390001 1.50 SS Tool 7 tb.ffiffi. For attachment to a torque-output source directly or via a torque- indicating device, drive tools for the threo SS anchor sizes are ofthe same basic design. The 1.50 SS tool has 5%" bolt circle (B.C.) for slx %" bolts; each of the other two tools has a7Ta" B,C. for six %" bolts. A throughbolt retains the anchor in the tool for driving. CP/COTIPOI{ ENIS, PARTS ffiffill\ -==atll'l - F ---lrl lt+.=:illl r11 lll -=+trjll --,P ftft LEAO SECTIONS 1Yl- 7UNC.2A THREADS THREADED ADAPTER c 150-0032 FOR 1JZ" SHAFT EXTENSION SECTION OVALEYE ADAPTER c 150-0033 FOR |Yz" SHAFT NEW.CONSTRUCTION FOUNDANON BMCKET c150{132 FOR 1Yr'AND 1%'SHAFTS TAPPEO FOR I THREADBAR ADAPTER Cl 14-0158 FOR 1Yr' SHAFT Cl144156 FOR lYi'SHAFT FOR 1%' SHAFTS THREAOBAR AOAPTER cl144228 FOR 2" SHAFT I SLA&REPAIR BRACKET T150{@5 FOR 1%'SHAFT INCLUDES: CHANNEL, BOLT, AND ANCHOR TERMINATOR WALL,ANCHOR KIT T150-00s0 -'@ INCLUDES: CHAIN SHACKLE c r 50{040 FOR 1%" SHAFT c150{042 FOR 2'SHAFT *'*'*& *'*"*$, 8'-DIA. SPECIAL HELIX, 7'-LONG 1 Yr'-DlA. ROUND- ROD EXTENSION. 2O".LONG THREADED€TUD ADAPTER, EMSOSSED WALL PLATE, WASHER AND NUT THREADED ADAPTER c 1504037 FOR lY.: SHAFT FOUNDATION-REPAIR BMCKET c150{121 FOR 1%'SHAFT ct50-0147 FOR 13l.. SHAFT FOR IIASHAFT CP/COMPONENTS, PARTS Max. Instalhtion Torqu€ Ult. Axkrl Strengh (tension) Woiling Load (compressbn) TypicalLifiing Load Lead Secdons 6'& 8' a&10' 8'& 10' t0'& 12' 8" 10'& 12' Threaded Stud 0valeye Threadba Adapter Chain Shackle Light-Duly Bracket Foundation Repair Bracket 12' 14' A10S 02150/CHA Buyline 1386 1s,000 ft.-tb. 150.000 b. \t/all. C'|5G0015 u5e0016 c150-0189 c1scm17 cl5S0018 c114-V?28 O Jacking Tool, Fdn. Bracket Uplift Bmckel New-Construction Bradot 20,000 b. as pier wbradct 20,flX) b. as pier wlbrad<et iO,000 b. as pier wrbta*et 25,000 b. as pier wlbra*et 25,000 b. as pier wrbra*et 50,000 b. as pier wbracket sfr. C1s0"000a st/ztl. C15G00ll 7lr. c.l5c0007 7t. c15C0169 5 ft. c150-0180 31hn. c15e0144 5 fl. C15&0145 5 fi. c15+0013 7 fr. C15S0146 Shb-Repair Bracket T150-0085 T150-0085 c150-0042 @ ttigt -strength and Tenslon/Compression Helical-Pier@ Anchors CP/COMPONENTS, PAFTS UA,/USES. APPLICATIONS HIGH-STRENGTH ANCHORS DESCRIPTION Iligh-Strength (HS) Helical-Piero anchors are designed ofhigh-strength pipe shaIL for resistance to bending moments. The lead section and extensions bolt to- gether and are capable of sustaining 10,000 {t.lb. of applied torque. A torque-to-capacity ratio of 1:7 may be used to verifu HS capacity. Read torque on the installing equipment meter to assure soil consistency during final depth equal to three times the anchor helix diameter. \pical applications are transmission-tower anchors, radio-tower grillages and building foundations. 4 fr.c150-0019 10"7ft.c150-0020 1z',7 fl.c150-0021 14',7ft.c150-0022 Tapped174"-7UNC c150-0044 F] FIr tln tlatr tln tl1F lln llet it 114\ e_i SECTIONS EXTENSION n ll L] itK LEAD fla 'J"Ei' LIEI TERMINATION c150-0043 fF4 rEl c1ffi-oD4s 15lb. TERMINATION c 1 50-0044 13A'EYE 10" & 12" 7ft. c150{023 10'. 12', & 14'7ft.c150-0024 Extension Sections N/A 5n.c15G0025 N/A 7 fi. C150-0026 c303-o754 CP/COMPONENTS, PABTS UAA'SES, APPLICATIONS TENSION/COMPRESSION ANCHORS DESCRIPTION Tension/Compression (T/C) Helical-Piero anchors are designed for loads that often experience high compres- sion and uplift as well as lateral forces. The lead section resembles the HS (see above) type, but T/C extensions are a heavy pipe shaft (6" or 8" diameter). Load capacites of 100,000 lb. tension/compression are common with the T/C type Helical-Pier design. $pical applications are self-supporting towers, refinery equipment and buiJdings subject to uplift. 10" with 14" helix coupler 5.25fl. C150-0027 10" & 12" with 14" helix coupler 5.25 tr. C150-0028 Extension Sections - 8" O.D. Shaft 4" helix coupler on each end 5 ft. ffi nH EXTENSION c150-0029 LEAD SECTIONS A109 02150/cHA UM'SES, APPLICANONS ss (SoUARE-SHAFT) }IELICAL.PIER@ ANCHORS [rpical applications are under- pinning piers, transmission- tower anchors. tiebacks. hold- BuyLine'1386 downs for pipelines and building foundations. Pipeline hold-d,outn anchors and band,s. Foundation und,erpinning for both repair and neu-corLstruction reinforcem,ent. UMJSES. APPLICATIONS HS (H|GH-STRENGTH) HELICAL-PIERO ANCHORS $pical applications are transmission- tower anchors, radio-tower grillages and building foundations. Left, creep resistarrce and und,erpinning combined in new construction. Right, underpinning remedial application. UM'SES. APPLICATIONS Ttc (rENsroN/coMPRESStON) HELICAL-PIERO ANCHORS Tlpical applications are self-support- ing transmission towers, refinery equipment and buildings subject to uoIift. Left, airport lighting-standard supports. Aboue, pipeline-substatinn found.ations. 7 @ Tension-Anchor System for Tieback Applications UA/USES, APPLICATIONS TENSION.ANCHOR SYSTEM STABILIZES TIEBACK PROJECTS D Retaining walls o Dams u Roadways a Buildings u Revetments D Levees For retaining projects, Chance screw anchors can be matched to soil and tension loads in the same way Chance Helical-Piero anchors are for load- bearing applications. Many advantages also are simi.lar: s Competitive installing costs o lmmediate loading o Installs in any weather a Speeds site preparation a Readily available compo- nents a Installs with available equip- ment o Predictable results o Permanent or temporary installation D Removable if required o Less equipment (no concrete trucks or grout pumps) o Labor-saving - keeps crew size small D lnstalls without excavations A.B. Chance Company 210 North Allen Street . Centralia, MO 65240 USA Phone: 314-682-84t4 . Facsimile: 31 4-682-8660 oCopyright 1994 A.B. Chance Co. NOIE: Slncs th3 Chance Company hes a policy of conlinuous producl lmprov.ment, lt r6ss.v€3 ths right to changi d6lgn and sprcitications uilhoul notice. Vail, Colorado Denver. €olorado Monroe & Newell Engineers, Inc. September 6,1995 Great Divide Construction POBox2574 Vail, CO 81658 Attn: Mr. Thomas Weber Re: 1150 Sandstone Drive, Vail, Colorado (M&N #302S) Gentlemen: As requested, Monroe & Nev,vell Engineers, Inc. has reviewed the existing building and conducted an analysis to determine the appropriate spacing for underpinning piers. The purpose of the piers is to stabilize the foundation movement which is occuning on the south (downhill) side ofthe residence. Based on a load capacity per pier of 40,000 pounds as provided by the manufacturer, a maximum pier spacing of 8'-0" along both the south side and the east side of the existing building is appropriate. If you have any questions or comments, please call. Very truly yours, \{$$Uffi rynvet"L ENcINEERS, INc. $9 Vail, Colomdo Derwe{, Colorado Monroe & Newell Engineers, Tnc. Town of Vail Building Deparfinent 75 S Frontage Road Vail, CO 81657 Attr: Mr. Dan Stanek Re: I150 Sandstone Road, Vail, Colorado (M&N #3028) Gentlemen: Monroe & Newell Engineers, Inc. provided the analysis of the existing building to determine the number and spacing of the Helixal piers to be installed. We observed the installation of the piers. ln our opinion, the piers were installed per the supplier's installation procedure. If you have any questions or comments, please call. Very truly yours, :$.-1SHP/aT"LENGINEERS"INC | 0048 E. Beaver Creek Blvd. . Suite 3O1 . P. O. Box 1597 r Avon, Colorado t]L62O . (3Ot 949-7768 r FAX (303) 949-4054II FOUNDATIOnIS INSTA,LLATIOhI HECORD JOB #: DATE: TYPE OF STBUCTURE:-tlJ n { d,P,R +?,&?6tfi,l1)0 Saildstone Dr.Vai{, Co. 81658 'r 001 10 -2r-95 Fran,e/Rock Verrecr ]stor.y|lonroef lrl e,,'rall Foundation Installation 22ao/rro0 ?zoa/ r5o0 1500/4000 1ra)/37io 1600/4000 ,ll{ I s FOlll'll) Pier No. llnll-l r.\r\ rrrTai I ri/ A T Tr v\,:,JJjr Ia\/ I r.tJl lr!,,'f)nrtr1,,:) tq l2 v Remarks: refusal,/40001 t) rr:fusa1 refusal/bar ri rcfusal refusal 400orb "+>its+ refusal i @ a/g,ha / tW o7-r 6.aT/t,"/" (b.?E-- -r0 -\.0 CONSTRUCTION PERMIT hn d€psrtmant of community darelopment TO AE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT PLUMBING FOUNDATION NOTE _ COPY OF PERMIT TO DATE AucusT 8, 1994 BE KEPT ON JOBSITE PERMIT 6862 nnffitr BUILDING ELECTRICAL r. wPE oF coNsTRucTloN | [ t rv v 2. OCCUPANCY GROUP ABEH IRM DfvtstoN 122a34 GENERAL DESCRIPTION OF WORX : GROUP G.R.F-4. VALUATION A\tv-s ALTERATION ADDITIONAL REPAIR( ACCOMMODATION UNITS - NO. FIREPLACES INITIAL TOTAL PERMIT FEES Dr\N- SIAI{EK_ _ _ _q.-B-% _bFFrcr,li ----DATE 4 KN@TS_EN_ _ _B-8-94 ING ADMINISTRATOR DATE I hereby acknowledge that I have read this application, lilled in tull the jJrtormation required, completed an accurate plot plan, and state that all the inf providefiyfequired is correct. I agree to comply with the information and plot plan, to com ll Tdrrrfi ordinances and state laws, and to build this structure according to the Town'/and lsobdivision codes, design t he 71ow n,a.oeffi lf IF-e re t o.review approved, Uniform Building Code and other ordi NO. U MECHANICAL LEGAL Jesc.i";,;Y"aa:;?ffi JOB NAME: FRIEDMAN REROOF OWNER Hnue FRIEDMANN MAIL ADDRESS 40 E 83RD ST CITY NY. NY I OO28 PH. ARCHITECT FIRM MAIL ATTDRFSS CITY PH. GENERAL CONTRACTOR FIRM PLATH CONST?ITCTfON TOWN OF VAIL REG- NO, 1 /. e_? rELE. 949-1905 l),r.r*,.o,-FIRM TOWN OF VAIL REG. NOU(JNIKAUIUK PLUMBING CONTRACTOR FIRM TOWN OF VAIL REG. NO TELE. MECHANICAL CONTRACTOR FIRM TOWN OF VAIL REG. NO, OTHER CONTRACTOR FIRM TOWN OF VA|L REq-NO TELE. lUtdll l/. ut- $rtrL L!l"t-uL!IU : $Ui*4 r'9- i45'2 l*11 | | I.j :r4 Phona Nunberr lDosn of, Vall Ehone Nunber: Torn of Yall Pnons Nunber: TOHN Or VAr! eOrWIRItg[ION Ptrntil.E APBIJCAITTOH DhrBr OwnBEE l{aln€: lrcrhltest; ctrnarrl DeearlBtton! Ilorlc claEst I l-il€v I l-rlteratton I i- NunbFr of, Dwelllng UnLter lddraerr Sddrerer I l-Repil|' I l-othcr Nunber of legoffiedatLon Unltss .Illrbot and fype'of, FLrelrlacrcr Cts Atrpl.|.rnrres.* Oar IoEE_ ttoodr/pellet_U ff t r f r * * * t t t t * i lt *** * * r r i!* i *. * r*i* * vtutilIroN8 * * * * * * * ? *u*t * * r* r * r * * * * * * * it * 'ilurroutc: ErrEcrnrcnr,s !- -ffip*r'L.,.ffi2-bRIIIT{EItrer uEcHf,tIIcALr l-_ 'IUrAIrs l ,w.),f,.******r******+t*gi-{tt*t*t '6IoNISAGN}R, rilFoIl!|l1TIOH rr***i*******irrrrr** ! 6HHl _.pgptraotort 1]l4th__!h-ns{-Lr:chof..- To*n of, vaLl nes. .fO.1 UECHf,IIICALT f- Addresai Bleatrloal eontmotoft Addrcssf '!ovn of '1lal.l Reg. Nb._ Phone l{unberr Flunbtng MdreEEr contra€tort Beg. No. t{ectrqnLaal Contrac'tor r Addreegr Rig, NO, ********t*ttl******lf*.ri****_i** liqR rFlrcl ugE **r**r**itr**f*****a**r_*r **r**r EUIIDINC FERUIT TEEI /2€:. BI'IIDIIIC FtaII CHBCfi FBEs //4-//{-EUII,I}INC PENMIT FEEI I2€:. FLTITIEIIIO PEBUIT TEES ltBCtlAlfIcAL PERI{IE FEEI ELBCTRICAI. FBEI OTHER TXPE OF FEE!pns isii-- -- -#.** EU'UITf,G PIAII CIIECK FEE: UEGI|ANICIIT PIAI| CtlgCK fEBl f,E(f,EATIOlf FEEr clJg,ril-up DEFoEtTr TOTAIT PERUIT SfCtrA'[UnEr IAHII{Er 8IOIIAT{TRE: A;hji'"'"''u"71_' -' "-Ionrr t- o4/ btrt z I AFPIjTCATION I{T'gT EE FI&IjED OOf OOUgI'gfEI,! ON IT IIAT NOtrI BE ACCEF|rED^,Itt**t****t*t*****t*a*lt*t*iitt* PEDffill' xilFoRllf,|rloil r**ri*lrrtG*i****ir****r**r**ill,t l-Butldtng t l-Ffunbtry [ 14.$aoJrtcal I l-Hechffrtcal I l-ottrer rou narn*flhHcbf,ic.fci.Jr0nn/4WI"*'."., || 50 flv,0 -S:.-,r/s r'dsar n"'""rntltlf*;:r }ryr.- rilt?cE rc=e glPDUS*oil*rE pr 166 Connent6t a I i '- i-l-1i fiiil iii:li tl 1l" T_ July 1 , 1994 Page 2 of 3 Roofing Specillcatlon for 1150 Sandstone Ih. BASE BID: TEAR OFT' / MISCELI,ANEOUS: 1l Tear off existing roofing and remove all debris from the site. Plath Construction will keep thejobsite as clean as possible and practical during the construction, and a thorough cleaning of Plath's work areas will be performed upon completion. Plath Construction will take all reasonable precautions to protect the interior of the building from water and weather. However, Plath Construction shall not be held liable for any interior damage sustained from leaks caused by sudden and/or unforseen storms that occur durilg the tear off phase of this work. 2l Tear off and remove four solar panels. Panels to be disconnected from any plumbiag or electrical by others. 3l Inspect the plywood for water damage, and replace as needed. ** This work, if required, will be an additional charge over and above the contract price, and will be charged at the rate of $ 1.85 per square foot. No additional charges will be incurred without prior notification of, and authorization from, the owner or owner's agent.** 4l Plath conshuction will provide all insurance and permits required by the Town of Vail Building Department. DRY-IN / SHAKES / FI"ASIIING: 1l Install 'Jiff-Seal' Ice and Water Guard by'?rotecto 'Wrap' over entire pitched roof area, according to manufacturer's specifications. Extend membrane up walls a minimum of 12" at roof-to-wall junctures. Use mastic as needed. 2l Install Heritage II, 30 year asphalt shingles. Use starter and hip-and-ridge shingles as needed. 3l Install 26 gauge galvanized step flashings at side wall locations. 4l Install 24 gauge prefinished metal endwall flashing and drip edge flashing at eaves and rakes. 5l Instatl (eight) RV-53 roof vents at locations 18" down from the ridge. Price forwork as specified above: $ GENERAL NOTES: 1l Please be advised that materials for this proposal have been bid at current market prices. Due to the current volatility of the market, material prices cannot be guaranteed past 30 daln. l Page 3 of 3 2l Winter work is not figured in this proposal. If roofing work is falls between November 15th and April 15, additionat charges may apply to cover our added expenses for working under adverse winter conditions. Any such charges shall not exceed lWo of the remaining contract amount and are in addition to any snow removal and priming charges that may apply. 3] Plath Construction carries property damage liability insurance in the amount of $1,000,000,00 per occurrence. Ptath Construction carries auto insurance in the amount of $1,000,000.00. Plath Construction carries appropriate Workmanh Compensation insurance through Colorado State Compensation. No further insurance coverage is included is our price, and if required, the additional cost shall be added to the contract price' 4l Upon receipt of the contract price, Plath Construction will issue a waranty certificate guaranteeing roofing against leaks due to flaws in workmanship for a period of 2 years from ihe date of ioofing completion. Leaks qualifying under tJre terms of said warranty will be repaired promptly at no cost to the owner. This warranty does not coYer any subsequent interior damage that may occur. Plan Review Based on the 1991 Uniform Codes NAME: FRIEDMAN REROOF ADDRESS: 1150 SANDSTONE DR VAIL, COLORADO OCCUPANCY: R-3 TYPE OF CONSTRUCTION: V DATE:8-8-94 CONTRACTOR: PI,ATH ROOFING ARCHITECT: NONE ENGINEER: NONE PLANS EXAMINER: DAN STANEK CORRECTIONS REQUIRED The items listed below are not intended to be a complete listing of all possible code requirernents in the adopted codes. It is a guide to selected sections of the codes. The following is not to be construed to be an approval of any violation of any of the provisions of the adopted codes or any ordinance of the Town of Vail. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. ANY UNLOADING OF MATERIALS OR ANY STAGING OF ANY KIND MUST ON ON MORTER PROPERTY ONLY. 3. FIELD TNSPECTTONS ARE REQUTRED TO CITECK FOR CODE COMPLTANCE. t. T'ervn i;f V+ii F\f"f*; ;.r, ;" -rnnf\ f\\ f tir*lu* U'#1. Y" lilftf,'tqr a o bnoru REouesT TOWN OF VAIL JOB NAME READY FOR LOCATION: INSPECTION:WEDES THUR PERMlT NUMB BUILDING: O FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH/WATERtr FRAMING n ROOF & SHEEB" PLYWOOD NAILING T] GAS PIPING tr INSULATION tr SHEETBOCK tr POOL/ H. TUB NAIL tr tr tr tr(rrrunr-FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr tr FINAL tr FINAL tr DISAPPROVED tr REINSPECTION REOUIRED RRECTIONS: -r, /'r-::,, I CONSTRUCTION PERMIT PLUMBING FOUNDATION NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE DATE MAY 20, 1994 8732 dopartmsnt of community development TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT Dtrtr ntrE BUILDING ELECTRICAL MECHANICAL FILING CAqNI.AP TT JOB NAME: MORRIS CONVERSION Hlue DIANE M0RRIS/J. SHEARER crrY VAIL 81657 PH.479-O2 FIPM MAIL ADDRESS GENERAL CONTRACTOR TOWN OF VAIL REG. NO. ELECTRICAL CONTRACTOR TOWN OF VAIL REG. NO. PLUMBING CONTRACTOR TOWN OF VAIL REG. NO. MECHANI FIRM VAIL GAS FIREPLACE rowH Or Vet neC. ruo. 313-S 47 6-927 6 OTHER CONTRACTO TOWN OF VAIL REG. NO. TELE. 1. TYPE OF CONSTRUCTTON I t rV V 2, OCCUPANCY GROUP A8 E H IRM DIVISION Lz2a34 GENERAL DESCRIPTION OF WORK : CON\/ERT EROM I^lnnn Tn n^a I'TD['DI ^r'E PERMIT NO. z E BUILOING ELECTRICAL PLUMBING MECHANICAL 3000.00 TYPE GROUP G.R,F,A, VALUATION PERMIT FEES V-1HR R-I BUILOING PERMIT \NCE PLAN CHECK ELECTRICAL NEWI ALTERATION ( m( ADDITIONAL O REPAIR PLUMBING bfellttic ur'rrrs - AccoMMoDATroN uNrrs -HEIGHT IN FT. - NO. FIREPLACES MECHANICAL WAIVED PER ORDIN, RECREATION FEE INSULATION; TYPE THICKNESS R-VALLUE DESIGN REVIEW EOARO CLEAN.UP DEPOSIT EXr.wALLsl | |USE TAX TYPE OF HEAT GAS wooo TOTAL PERMIT FEES FEES WAIVED AN STANEK 5-19-94 ADDITIONAL PERMITS NEEDED; Y N INITIAL ST, CUT irloNc orF|crAl- - - - o-Ai-E INING AOMINISTRATOR OATE BLASTING )NING & BUILOING NOTES: I hereby acknowledge that I have read this application, tilled out in lull the inlormation required, compleled an accurale plot plan, and state that all the information provided as required is correct, I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Jown applicablt thereto. HIMSELF {.- -..'\t-1.. . tF l .: CONSTRUCTION PERMIT PLUMBING FOUNDATION NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE DATE MAY :0, 1994 -\. H.' wtilnt department of community development TO BE FILLED OUT COMPLETELY PRIOB TO ISSUANCE OF PEEMIT TYPE OF PERMIT trtr D D! trr BUILDING ELECTRICAL MECHANICAL ca sot.an f r JOB NAME: i,iOR8.IS CO}WERSION r,rme DIAIE i'tORkIS/J. SHUARER CITY VAIL A1 TOWN OF VAIL REG. NO. GENERAL CONTRACTOR LECTRICAL TOWN OF VAIL REG. NO. PLUMBING CONTRACTO TOWN OF VAIL REG. NO, F|RM vAiL cAS FIREPI'ACE rowru or vnt Rec. ruo. 3 i 3'-S 47 6-927 6 OTHER CONTRACTO TOWN OF VAIL REG. NO. TELE. r. wPE oF CoNSTRUCT|ON I ff rV V 2. OCCUPANCY GROUP ABEH IRM DfVfSION t22a34 GENERAL DESCRIPTION OF WORK : /ri rtttrfDti ril'^rJ I rl.irlh o^ ^ PERMIT ,I{O. zotr l BUILOING ELECTRICAT PLUMBING l r\\rn 'llrvt, l(J uAit r il\rJrLALr. MECHANICAL 3000 - o0 TYPE GROUP G.R.F.A. VALUATION PERMIT FEES V-1HR P.- I BUILDING PERMIT \l;cE PLAN CHECK ELECTRICAL NEW ATTERATION ()OX ADDITIONAL () REPAIR PLUMBING 66errrruc ururrs - MECHANICAL 'JAI.VED PER OR}IN HEIGHT IN FT. - NO. FIREPLACES RECREATION FEE INSULATION: rYPE THICKNESS R-VALLUE OESIGN REVIEW EOARD FLooR | |CLEAN.UP OEPOSIT Exr. wALLS I I USE TAX ROOF TYPE OF ELEC. SOLAR HEAT GAS TOTAL PERMIT FEES I'EES WAIVUD wooo DAE STANEK 5.19-94 ADDITIONAL PEBMITS NEEDED: Y N INITIAL sr. cur I I I 'UILDING OFFICIAL DATE IONING ADMINISTRATOR DATE BLASTING ZONING & BUILDING NOTES: I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and stale that all the inlormation provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and slate laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ol the Town applicablg thereto. AND THE OWNER. FOR HIMSELF :FrrE:s.r^:,. ta NOTE _ COPY OF PERMIT DATE MAY 20, 1994 a :rF_ TO BE KEPT ON JOBSITE department of community development TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT TYPE OF PERMIT CONSTRUCTION PERMIT PLUMEING FOUNDATION un D tr! T_:1lj( BUILDING ELECTRICAL MECHANICAL I::::LOT BL K FILING .4SOI.A3 rI JOB NAME: rloRRIS C0NVERSION OWNER NAME DIANE MORRIS/J. SHITARER MAIL ADDRESS 212I N FROI{TAGFNR' crrY VAIL 81657 PH.47g-O211 ARCHITECT FIRM MAIL ADDRESS CITY PH. G EN ERAL CONTRACTOR FIRM TO]A/N OF VAIL REG. NO f .r"r*,.o.FIRM TOWN OF VAIL REG. NO.\,vtrtt(AUtvn PLUMBING CONTRACTOR FIRM MECHANICAL CONTRACTOR F|RM vAi; GAS FIREPI.ACE TOWN OF VAIL REG, NO. 313-S rELE. 476-9276 OTHER c6urRncron FIRM TOWN OF VAIL FEG, NO. TELE, I. TYPE OF CONSTRUCTION I II III I V V 2, OCCUPANCY GROUP ABEH IRM DIVISION t?2at4 GENERAL DESCRIPTION OF WORK : nolJ\tF Rr'F E'Pnl,f wnnn 'rn naQ tr\1Dr..Dr ^.D PERMIT"NO. b I.1I z tr .J BUILOING ELECTRICAL PLUMBING MECHANICAL 3000.00 TYPE GROUP G,R,F.A. VALUATION PERMIT FEES V_IIIR R-l BUILOING PERMIT \*'.{cE PLAN CHECK ELECTRICAL NEW( ) ALTERATION( )O{ ADDITIONAL ( ) REPAIR(PLUMBING frSellttrc ururrs - AccoMMoDAroN uNrrs - MECHANICAL WAIVED PEF, OFSI}i] HEIGHT IN FT. - NO,FIBEPLACES RECREATION FEE R-VALLUE OESIGN REVIEW BOARD CLEAN.UP OEPOSIT Exr.wALLs I I I USE TAXryI TYPE ELEC. OF SOLAR HEAT GAS WOOD TOTAL PERMIT FEES FEES WATVEI) ftl.t sTAliEK 5-19-94 ADDITIONAL PERMITS NEEDEO. N INITIAL sr cur | | | ,ILDING OFFICIAL DAT- INING ADMINISTRATOR OATE BLASTING ]NING & BUILDING NOTES:,^.*,. I l I hereby acknowledge that I have read lhis application, fill€d out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Unitorm Building Code and other ordinances of the Town apglicablg thereto. AND THE OWNER. HIMSELF 5L ""= FTREPLACE 33 2 Er4 o TOWN OF VArL CONSTRUCTTON PER}TTT APPDTCATTON FORI'!- "'^^ DATE3 silEn^f 3e 32e P. 6 tlz tPl PERMIT # R[C'D i., f.,egal Deecrlptlon:BIock_ . q$mber and flr1pe of, Flreplasebt Eas Appllances....=L_ car r,ogs_ wood/pellet.J.l;..ll lli*********** **+*****t+* ***#****** * VAITUAIIT.IONS ************ rr ******* *** *** *******'tBUIIJDTNGI E{.|ECTRTCAIJ: S OTHER: $ \PIIJI{BING: i - MEcHANIcaL'$€TO- : BotrAI,:T-E7ryr.v -!-=-r.-l;:If** ****** *** * ******* ****t** * COt0fnACtOR IIIFORIiIATION ***4********************* * *(ECneual Contrectorl U/,.4 _,_ ; , Tonrn of Vail Reg. l{O,,ridgresar - . _ ,, - prr"i,L-uurrJi,"l'*_-_-.T dlectrlcal contracto* rrj/A . Town of vail Reg. Nb.-----Address: - - FhoneNqrnber!i llgrnbfng Contractorr ru/A .:- Tor,rn of Vatt Reb. No. owners Name: bAt'uf Atchitectl AddresEs [ ]-ReFalr f l-othe- elc.l{uuber of Accommodatl,on Units: Address: : nrr-role lfunbert , lY:nih'"ss: o.l$t d, FfiQrhIEe Rb r&ra p,.-j173-og3{ MeclranLcat cqltraqgof1 . .y/ fL 6z45 7?R8ilff0 rolrn of, vatr nef . No. grg-S-ACgressr 148 FlJ-ItT,ffi phong Nulber: .t418-W i. : . P,q- Kii tqTe rnE**l*******i*Yi*Tfi*i**-{**i*li*r* FoR OFFIgS us3 ******************L****n*******BiJrtDfi'fc pBRMIT FBE: BIIrtDrNc pIaN nrncK FEE: fPuruBrNG PERMTT EEE: ---1----i----..t_-./_.;__ FLU{BrNC ptatr cIrEcK FEEaItScI$NrcAA PER!'|I! r,rnr -ll\F-- MBCHANrCAI., PIAN cHEcK FEE!EI.,FCTRfC.AL rEEr -.F ------------ ---RECREATIOII FEE:oTHER EypE Ot FEE! _ / -\ . cLEAlr-up DEposlltsDRB FE8' / -_\- TOfAIJ PERMIA FEESI sQ.FT.BUII,DING: SI€HATUREs zoltrNct SXC$AIrUREIt-t--t-conhents! I I Ill I I , TTPE li.t lt+ttt t .:I I I 'l rmE:iti ;ifi CLEA}I UF IIEFOSIT Jtt, GAs FTREPLA'E 5328I TOIcu oF VAIIJ PUBTIC.....-.t. 432e rloRKS/coMMUtrITy DEVEr',oplmNT za P. 93 TOr FROM: 75 south frcnlale ruad veil, colorado 8166f (303) 479-?rf38 or 479-2139 otttcr ot cofirflunlty dovelopffenl Il, t ,ll {,f' 1AI& CONERA TORS CURREMTI,YL RECISTERED TOITH THETOWiI oF VAIL DATEI suRfEcr! CoopBratLpn en this natter. .t:i. fn suhmary,.Ordinanca No. 6 etates thab lt ie unlawful f,or anyperson to Litter. track or deposLt any eoifr-rJclcr"rana, O*n"i,or tnateriar, includLng trash iumpsteri, poriabre ioltets arrawortsren vehicres *qon-any streebl "id;;.ii;;fi;y;; pulricpr*g" gr any porricin rheieof,. rfre irshl:;li;y-;"-irr rown orvall streets and lg*-ats ie approxjroateiy F ft. -iri- p"rrenent.This ordlnance wili tE rirlEiiy'-iiiio"o"cr by the Toum or vsirPubric works Department. pcrsins found vi6rattng-tiits ordinancewill. be given a-zd hour wrLtten noti"e to remove eaLrt halerial .fn the event the pegpon so notified doee noe conpiy wftf, tnenotioe within the- ed hour tiq{-*pJJfri"a,- ih",;ffiiio workgDepartrnent wlrr rendve said'ridtciiar "t trri -.x!iiii-"r personnotiflea' The Drovisione of tnie-;rainance eiriii-noi u.appllcabre to clnerrusrlon,-naillti:"Ef i,'i r;i;.ri p=Jif"t_ "rany atteet or alley or any utilit_i-ee in ttre-risht{Hf. To raview ordinanca.No..6.in -futl, please stop by the &own orX::l-:l_il:l"g_o:p?*$*.!; elilin I copy- r!""i. you ror your - '- t-v courPlcryoRioa}trR\ (i. ,lr srtsbl , -' F ']: c: r contractof, ownAf) r: lt:lt ld, llI Ittt{ lt' t1.i I ;i i,lIttd f.'- I r | !!r/r J"r""" I 75 squth lronlagd toad y!il, cdlonCa 01617 (3061 479-2t38 or 479-2139 3€3g2B4s2BoF I REFLACE I t I I trI lt I . ,rrTl '; lnwn olllco ol communlly develoPm€llt I n suir-otNa pERFlrT rssuANcE TrME TRAME .l . If thts perm.it requires';a 'Town ofPVtll,:flre Departnent Appruval, Engineen'r (Pub] ic l,|qrks) reyiew and approval , a P'lanning Departnent . revi'etqr Health Department revtevr, and a review by the Building' Departnent, the estitrrated t{rne for a total review may take as long aq thfee weeRn. All conmercipl (large on small) and all rnultl-family permits will. have tq follow the above mEntloned max{num requirements. Res'identlal and smll projects sh.ould talte a lesser amount of tJme. However, if rcsidenti:al or smaller proJectE lmpact the various alove nentloned departments witll, regard to necessary review, thes€ projects nay' alid talre the three week perlod. ' Every.attenpt wr"ll be pra'de bl this deparhnent to expedite thls : . perrnit a$'qqon ns. Fossible. :, :e frane. ::l il Plan Review Based on the 1991 Uniform Codes NAME: MORRIS GAS FIREPLACE ADDRESS: I 150 SANDSTONE VAIL, COLORADO OCCIJPANCY: R-l TYPE OF CONSTRUCTION: V-IHR DATE: 5-19-94 CONTRACTOR: VAIL GAS FIREPLACE ARCHITECT: NONE ENGINEER: NONE PLANS EXAMINER: DAN STANEK 1. CORRECTIONS REQUIRED The items listed below are not intended to be a complete listing of all possible code requirements in the adopted codes. It is a guide to selected sections of the codes. The following is not to be construed to be an approval of any violation of any of the provisions of the adopted codes or any ordinance of the Town of VaiI. COMBUSTION ArR IS REQUIRED pER SEC. 607 OF Tr{E 1991 UMC. INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO APPENDX CHAPTER 21 OF TIIE 1991 I'MC. GAS LINE TEST AND INSPECTION IS REQUIRED BEFORE CONNECTION oF ANY EQUTPMENT pER SEC. 1206 OF THE 1991 UMC. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 OF TIIE 1991 I]MC AND SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF TI{E 1991 UMC. FrELD INSPECTTON rS REQUTRED FOR CODE COMPLTANCE pER SEC. 305 OF THE 1991 UMC. WHEN NEW ELECTRICAL LINES ARE REQUIRED WORK MUST BE DONE BY A LICENSED ELECTRICIAN. Town of Vail 3. 4. 5. OFfi#f; CIOPY Pfi 5'ts -e r TION REQUEST TOWN OF VAIL 479-2138PERMIT NUMBER PROJECT DATE READY FOR LOCATION: INSPECTION: JOB NAME u-<-r,"i ,' (-..]i1'*@1i\'tWED BUILDING: tr FOOTINGS / STEEL PLUMBING: ] DEHGROUND tr FOUNDATION / STEEL tr tr tr tr r tr tr ROUGH / D.W.V. ROUGH / WATERO FRAMING n ROOF & SHEER' PLYWOOD NAILING GAS PIPING O INSULATION tr SHEETROCK NAIL tr tr FINAL FINAL POOL / H, TUB ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS O CONDUIT tr_ tr SUPPLY AIR D tr FINAL ROVED tr DISAPPROVED tr REINSPECTION REOUIRED RHECTIONS: {4 co INSPECTOR TION REQUEST TOWN OF VAIL \.. 47g-21g8 i ..ti ,;,ld u". / CALLER READY FOR LOCATION: INSPECTION: f-; MON .'/) TUESr- .\ WED,j PERMIT BUILDING: D FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATER O FOUNDATION / STEEL tr FRAMING r-I ROOF & SHEER- PLYWOOD NAILING GAS PIPING tr INSULATION POOL / H. TUB O FINAL ELECTRICAL: o felap. PowER MECHANIGAL: tr HEATING tr ROUGH D EXHAUST HOODS tr CONDUIT tr SUPPLY AIB tr APPROVED CORRECTIONS: DISAPPROVED REINSPECTION REQUIRED ,'Ze'^1"..L* ZU?rt INSPECTOR CONSTRUCTION PERMIT LI PLUMBINGn rouruonrroru q.150 SNADSTONE DR department of community development TO BE FILLEO OUT COMPL€TELY PRIOBTO TSSUANCEOF PERMIT TYPE OF PERMIT DEtr BUILDING ELECTRICAL MECHANICAL LEGAL -.DESC. 161 IINIT FILING {I BLK- CASOLAR ]] troeNaire' LAcKHART ELECTRTcAL OWNER 1150 SNADSTONE DR MAIT ADDRESS CITY PH. ARCHITECT FIRM MAIL ADDRESS crry PH. GENERAL CONTRACTOR FIRM TOWN OF VAIL REG. NO, tl,l"*i3: rrnu DOUBLE DIAMOND SERVIOE TowN oF vArL BEc- No. 134-B 47 6-627 2TELE- PLUMBING CONTRACTOR FIRM MECHANICAL CONTRACTOR FIRM TOWN OF VAIL REG= ILO. OTHER CONTRACTOR FIRM TOWN OF VAIL FEG. ILO TELE. INOTE DATE _ COPY OF IN ON SEP PERMIT TO BE KEPT ON JOBSITE 2, 1992 NO PLANS PERMIT NO.005702 1. TYPE OF CONSTRUCTION I II III IV V 2. OCCUPANCY GROUP AB € H IR M OfVISfON 122a34 GENERAL DESCRIPTION OF WORK : SERVICE FOR HIDT TUB. TYPE GROUP G.R,F.A. VATUATION PERMIT FEES NFW( ) ALTERATION+ ) ADDTTTONAT ( ) REPATR( ) DWELLING UNITS - HEIGHT IN FT. ACCOMMODATION UNITS - NO, FIREPLACES AODITIONAL PERMITS NEEDED: CLEAN.UP DEPOSIT TOTAL PERMIT FEES ERNST GLATZLE SEP 1I, 1992 review approved, Uniform Building Code and other qrdi of the Town applicable thereto. I hereby acknowledge that I have read this application, lilled out in lull the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree lo comply with the inlormation and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design NOTE -,- ffJ?T;: BE KEPT ON JOBSITE 4 u'' rtIU J- D eurlormc Al-eltcrntcaLfl MECHANTCAT !!u CONSTRUCTION PERMIT drprrtmcnt of community dcvcloprncn t TO EE FILLED OU' COMPLETELY PFIOF TO ISSUANCE OF PEFMTT TYPE OF PERMIT PLUMBING FOUNDATION DAT€ PER IT NO. cr '" -l r YPF 0r coNslRucltoN I lt t tv v 2 OCCUPANCY GROUP AB E H I R tI OIV|S|ON t22.31 GFNEFAL OESCRIPIION Or wOR( : -5:€evrc-L -r& lE tt<,15 . IYPE GROUP G R.F.A. VALUATION ATTERATION AOOTflO At( ) REpAtR( l DWELLING UNITS _=._- HEIGHI INFI ADDITIONAI. PENMITS NEEDED: INIIIAL CI-EAN.UP OEPOSII 9-tt-71 I hereby acknowledge lhat I have road thls appllcatlon, tlll€d out In full lhe Informellon required. compleled an accurale plol plan, and slato that 6ll thQ Informallon provkled as required ls correcl. I agreo lo comply with the Informalion and plol plan, lo comply wilh all Town ordinances and slale laws. and lo build lhis struclure according to lhe Tornl zonlng end subblvlsion codes, design revlew approved, Unilorm Building Code and other ordlnangts ot lhe Town applicable therelo. OF OW ER OR COI{IRA TOB FOR HIMSELF TEGAL DESC. toT 8tK FIIING JOB NAME: lccrrft+AT OWNER EAHE tgck IA+7CT cnt WL PH. //Eo ta^A.r-,4a. Wtqr s ,oA ARCHITECT FIRII MArL lloDf,E$9 CITY PH. GENERAL CONTRACTOR FIRT TOrrrN oF vA _ REO. NO. EI.ECTRICAL CONTRACIOR enn la,*tL Jri,^--l Gtt, rown oF YAfL R eo. No. I lq ' 6. ,ot, 4 k- 6t7z- PLUMBING CONTRACTOR FIRfl IOWI{ OF V IL REO. tir(t, MECHANICAI CONTRACTOR FIR iil rowN oF v^lt nEG. No. ?EI E OTHER CONTRACIOR FINM _TowN oF varL REo. No. rEL€. [.:..r:{: }1 ,4:.'r'\ ' : {{ { <- '7 PERMIT NUMBER OF FFI(JJ EU I JOB NAME INSPECTION:MON L it lt i-rowN oF,3(DATE READY FOR LOCATION: CALLER TUES /FRI AM PM \,. {!,1 -..,,: ,'- .'" / L INSPECTION REQUE$T VAIL THUR BUILDING: O FOOTINGS / STEEL tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER" PLYWOOD NAILINE tr INSULATION - tr SHEETROCK NAIL r-r _ tr FINAL ELECTRICAL: tr TEMP. POWER tr ROUGH O CONDUIT E , tptr trKFINAL PLUMBING: D UNDERGROUND D ROUGH i D.W.V. tr ROUGH / WATER D GAS PIPING tr POOL / H. TUB tr ! n FINAL MECHANICAL: tr HEATING tr EXHAUST HOODS tr SUPPLY AIR D tr FINAL F APPROVED CORRECTIONS:-i )d'LA. - :' tr DISAPPROVED tr REINSPECTION REQUIRED I DATE f NlQDEa\-rl"\D flll{\.lr L-!, | \,,/ n -----------:,-, -- 7 d€partmont of community development TO 8E FILLED OUT COMPLETELY PRIOR TO ISSUANC€ OF PERMIT TYPE OF PERMIT NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE PLANS CONSTRUCTION PERMIT rN 0N AUG 245, 1992 DATE I.TYPE OFCONSTRUCTION I II III IV V 2. OCCUPANCY GROUP ABEH IR M DfVfSfON 122a34 GENERAL DESCRIPTION OF WORK : CONVERT SPA ROOM TO ST.EEPTNC PERMIT NO. \:' \.' \J \.' \.!, I.' zo F) BUILDING 8,ooo ELECTRICAL I,ooo PLUMBING 2 ,000 DEMO - FRAMING. INSTALL HEAT MECHANICAL PIIMP - PAINTING.TOTAL 11,000 TYPE GROUP G.R.F.A. VALUATION PERMIT FEES v R-3 0 1 I ,000 BUILDING PERMIT r55 et 8qa- a) o R mra ?+s PLAN CHECK 101 ELECTRICAL 50 NEWO ALTERATION !(XX AODITIONAL () REPAIRI PLUMBING $30 / $B ll4L334 DWELLING UNITS - ACCOMMOOATION UNITS - HEIGIIT IN FT. - NO. FIREPLACES MECHANICAL RECREATION FEE DESIGN REVIEW EOARD CLEAN-UP DEPOSIT 100 EXr wALLS I _.'| NONE _ I USE TAX ROOF TYPE ELEC. OF SOLARHEAT wooD TOTAL PERMIT FEES $ 444 CIIUCK FELDMANN AUG 27, L992 ADDITIONAL PERMITS NEEDED: Y N INITIAL .t "r' I lx I uir-oir,rC Orgcirr_ oArE MIKE MOLLICA AUG 15, 1992 )NING ADMINISTRATOR DATE BLASTING ONING & BUILDING NOTES:r^--^" I I NU EXTERfOR CHANGES ARE APPROVED AND NO ADDITIONA1 GRFA IS APPROVEDoeuo I l* | I hereby acknowledge that lhave read this application, filled out in full the information required, completed an accurate plot plan, and state thai all the intormation provided as required is correct. I agree to comply with the inlormation and plot plan, to comply with all Town ordinances and slate laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the applicable thereto. CLEAN UP oT: A.T. SMITH CORP. PO BOX 333 AVoN. C0 8L620 TURE OF OWNER OR CONTRACTOR FOR HIMSELF ANO THE OWNER. gatr EUILDING ELECTRICAL MECHANICAL M PLUMBINGE rouNoartorl ql5OA SANDSTONE DRV \, 005666 LEGAL TDESC. LOI FILING 'JOE NIR['AE. LOCKIIART REMODEL OWNER nnrvre EUGENE LOCKIIART lI5OA SANDSTONE DI MAIL ADDRESS clrY vArL !16-80ee ARCHITECT FIRM MAIL ADDRESS CITY PH. GENERAL CONTRACTOR FIRM A.T. SMITH CoRP.T03-rrowN 8F vatL BEG-NQ. 84s-7532 l"l,l"-'^i?31 FIRM HIINT ELECTRIC TowN oF vArL REG. No. r25-E 949-4061 PLUMBING CONTRACTOR F'RM CARR PLUMBING & HEATINT rowru or vntt. Rec. Ho, 183-P rete 949-6534 MECHANICAT CONTRACTOR FIRM TOWN OF VAIL REG. NO OTHER CONTRACTOR FIRM TOWN OF VAIL REG. NO. TE\E. . CONSTRUCTION PERMIT doprrtment of community dcvelopment TO BE FILLEO OUTCOMPLETELY PRIOR TO ISSUA}ICE OF PERMIT TYPE OF PERMIT fJ eutLotncn ElecrRrcnl NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE nFPn , - rt DATE -i$:rI-L.. .. -; ' \'. EtrD ntr D PLUMBING FOUNDATION MECHANICAL LEGAL DESC. LOT-BLK FILING ,5'0-// gln<! Stuit* bt ]ron r'rme' L ptk /y'a.1 R* .^"4.( OWNER nauef4- llfi.<,a.2 L ock r/afl urrl looness i4-0 -4 )q ncltranp) ctry L/,t,' | , C-, w.*7QX ctg ARCHITECT sle1a /'744'+ MAIL ADDRESS ctw PH. GENERAL CONTRACTOR errru i4, T. 5",r,// ('.,,.72 rGfE *+i-7J-) \- J'-1'#?3h ew t/.-t f L1*cf-,'.. rowrr orvet nea. ro. /1.5--f'.w PLUMBING CONTRACTOR rrnN\Lf\sr?rCr;ry' ti \ ,o"r" o, u ra "ru. no. I { 1'- P rELE '\\\-\a- j-F MECHANICAT FIRM TOWN OF I/AIL REG. NOUUNIKAUIUK OTHER CONTRACTOR FIRM TOWN OF VAIL REG. NO. I. TYPE OF CONSTRUCTION 2. OCCUPANCY GROUP I t lv tv ,X ^B E H t(g_rt Dtvtstotl oescnrriror or v3'f l',t a /4| 2 A', ")4TZGEI{ERAI.C ,,,-'vt WORKD^ PERMT NO. J 5r;tt AUILDING ELECTRICAL Z 5o oeec/ <77/q0- 5-o oo oQ / tf00 - rPl-Utl8l G y S'- dZu ttcr a A/)l - t A oant - A e *'ct -,Fa:::t:,':.y '(*ec'r^r'car.Ji;\r,,/,ffi UilL) -TYPE GROUP G.B.F.A. VALUATION PERMIT FEES K5 -?EUlLDll,lc PERMII i<\ - PtAiI CHECK ln(' ELECTRICAL 4/\ -- NEW( ) ALTERATION J ADDITIONAL REPAIR (PLUMBIT'IG ?rA fK DWELLING UNITS - AOCOMMOOATION UNITS - HEIGHT IN FT. - NO.FIREPLACES MECHANICAL RECREATION FEE R-VALLUE 11 x< R.ru;arJ ct-EA -UP DEPOSTT too 2 exr wnr-r-sl | |US€ TAX ROOF TYPE OF ELEC. SOLARHEAT GAS tvooo TOTAr- PERMTt FEES "///g - i '---, ./ /.2 -'4- X /:: / '/ t---a tr^ft// __E_.2b::12 __ _ DATE ADOITIONAL PERMITS NEEDED: Y N INITIAI ST. CUT zoNtNc t aUrLolNG oTegf Na 24.4''-21 c-ia"rt ea, uZ a ,u,( a'att ,rt a-/l)b*.+-O /' I hereby acknowlodge that I have read thls application, lilled out in full the lnformation required, compleied an accurat€ plot plan, and state that ell the information providgd as required is correct. t agree to comply rvith the Intormation and plot plsn, to comply wilh all Town ordinanc€s and state laws, and to build this structure according to lhe Town's zoning and subilivision codes, d€sign review approved, Unilorm Building Code and othsr ordinances ot thejown .LEAN up DBposrT To: lt 1d.-..,.- ._.. -appllcable lher€to. - N.l . 'i \v1 1\ "\) .'.,\'i- - TURE OF OWT{ER OF CONTRACTOR FOR HIMSELF \t-. t;\ 75 routh front ge road Yail. colorado 81657 (303) 479-2138 ot 479-2L39 otflca of conlnmlty dcvclopment BUILDING PERI.iIT ISSUANCE TII{E FMME If this penT,it. requl:res a Town of Vail Fire Department Approval,Engineel''s (.Pgb]ic works) reyiew and approval,' a planninb' oepa"t*entreview or.Health Department review, anb'a review by the 6uiibing' - Department, the estinated tirne for a totar review inay take as 16ngas three weeks. Al] coranerc'ial (large or small) and all multi-famity permits willhave te follow the above mentioned maximum requireminis. Residentialand.small projects_should take a lesser amount of time. However, ifresidential or smaller projects inpact the various above mentioneddepartments. with regard. to necessary review, these projects mayalso taRe the three week period. Every attempt wil'l be nade by this department to expedite thispermit as soon as possible. I, the frame. undersigned, understand the plan check procedure and time <---z9z'z* Agreed to by.. Corununi ty Devel opment Departnent. r I i- I luwn n llal 75 soulh fronlsEG road Yeil, colorado 81657 (303) 479-21.38 or 479-2139 TO: FROM: DATE: SUBJECT: ofllce ol communlty deyelopment ALL CONTRACTORS CI'RRENTLYL REGISTERED T9ITH TITE TOWN OF VAIL TOWN OF VAIL PUBLTC WORKS/COI.{MUNITY DEVELOPMENT MARCH 16, 1988 CONSIRUEIION PARKING & MATERIAL STORAGE rn summaryr.ordinance No. 6 states tbat it is unlawfur for anyperson to litter, track or deposit any soil, rock, sand, debrisor nateriar, including trash durnpster-s, poriable ioilets ana---worlioren vehicles. upon any streetl sidewaik, alley or publi-p1?9" or any portion thereof. fne right-oi-way 6n all Tor,m ofvar.l streets and.l9ads is approxinately 5 ft. off pavenent.This ordinance wilr be strictry enforcid. by the Town of vail _ll?]i: works Department. pers6ns found .riirri[ing this ordinancewr-rr- be given a 24 hour written notice to remove-said material .rn the event the person so notified does not compry with th;--notice within the 24 hour tine specified, the p"6ri" worksDepartment will remove said nate-riat at ihe expense of personnotified. The provisions of this ordinance snirr not beappl'icabre to construction, maintenance or repair projects ofany street or alley or any utilities in the r-ight-a-way. To.revier,,r Ordinance No. 6 in fu1l, please stop by the Town ofY?il Bu]+ding Department to obtain a copy. firank you for yourcooperation on this matter. RgFdrand acknowledged by: -4' -/'tWt-'--- -t' "r-4 y'''-cz ,- lur' Po s i t i onl Re 1 -Ei o ns h i p-(i.e. contractor, owner) I Plan Review Baged ontbe 1992 Uniform Codes NAME:LOCKHART REMODEL DATE:8/27/92 ADDRESS:l-L50 SANDSTONE DR. #A CONTRACTOR:A.T. SMITHVAIL, COLORADO ARCHITECT:NONEOCCUPANCY:R3 ENGTNEER:NONE TYPE OF CONSTRUCTION:V PI.,ANS EXAMINER:C. FELDMANN CORRECTIONS REQUIRED Tbe items listed below are not intended to be a cmplete listingof all possible code reguireneats in tbe adopted codeg. It is aguide to selected s€ctions of tbe codes. lfhe following is not to be construed to be an approval of any violation of any of tbe pro- visions of tbe adopted codes or any ordinanca of the Torn of Vail . 1) SMOKE DETECTORS ARE REQUTRED pER SEC.1210 OF THE 199r- UBC. 2') AN EGRESS WINDOW IS REOUIRED IN THIS ROOM PER SEC.12O4 OF THE 1991 UBC. 3) FIELD INSECTION IS REQUIRED FOR CODE COMPLIANCE. FIlrAt INSPECTToN'S COUPLETED The ltens l"for td to be conplete beforegtvlng a pernit a floa1 C of 0. Please check off ln the box provl.ded.tl n FINAI I.'ECUANICAI DATE:tls CERTII'ICATE OF OCCUPAT{CY DATE! il T LAI.IDSCAPING DUE DATE: ,rru "o*,\*N\l.N \*-..\N \\$\ 1't / /)0ub rru#cn REQUEST 4lttrDATE ','/'/Z ,o" *o"a PERMIT NUMBER OF OJECT READY FOR LOCATION: INSPECTION: h, ( TOW VAIL -4, )F -.' THUR FRI -@ PM CALLER BUILDING: tr FOOTINGS / STEEL PLUMBING: UNDERGROUND tr FOUNDATION / STEEL Eoro" / D.w.v. p(rnnurruc il tr ROUGH / WATER - ROOF & SHEEBu prYwooD NATLTNG GAS PIPING tr INSULATION (sneernocx n tr POOL/ H. TUB NAIL o tl tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANIGAL: /xearrruc /?//-t1 tr ROUGH tr EXHAUST HOODS tr CONDUIT N SUPPLY AIR C FINAL D FINAL 7rrymo\tED tr DISAPPROVED tr BEINSPECTION REQUIRED CORRECTIONS: 7 a I ,*#"toNTOWN OF REQUEST. VAIL 42.ro, *o*, INSPECTION:( ,/7ltt THUR FRI :0e6 n PERMIT NUMBER OF PROJECT DATE READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PL n tr tr tr tr t-- UMBING: tr FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATERE FRAMING - ROOF & SHEER" PLYWooD NAILING GAS PIPING tr INSULATION POOL / H. TUB tr tr SHEETROCK NAIL tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANIGAL: O HEATING 6 u tr ROUGH tr EXHAUST HOODS CONDUIT D SUPPLY AIR tr FINAL O FINAL APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: 7 }LJ/JL a It READY FOR INSPECTION:MON TU WED THUR LOCATION: 7-// BUILDING: tr FOOTINGS / STEEL PLUMBING: O UNDEBGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL ., FRAMING , ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL/ H. TUB O SHEETROCK NAIL N FINAL ELECTRICAL: tr TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS tr SUPPLY AIH PPROVED COBRECTIONS: DISAPPROVED tr REINSPECTION REQUIRED INSPECTOR n5iFsgop \; a;rl a) q+q -'/A/c '1o l"f -i' 'l"rtctoN REeuEsr L,-/ / /JlPrPtC lrrffi PERMIT NUMBER OF PROJECT TOWN OF VAIL L/3 lq 7- JoB NAMEDATE READY FOR LOCATION: INSPECTION:MON ED THUR C>-'.-{- 'j /r ./ AM CALLER TUES a I fraer CORR ECTIONS: BUILDING: tr FOOTINGS / STEEL PL tr tr tr tr tr tr n UMBING: UNDERGROUND ROUGH / D.W.V, ROUGH / WATER D FOUNDATION / STEEL tr FRAMING rr ROOF & SHEER" PLYWOOD NAILING GAS PIPING E INSULATION POOL / H. TUB O SHEETROCK NAIL rl tr FINAL N FINAL ELECTRIGAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT n D SUPPLY AIR tr Vrrrunl O FINAL .APPROVED ,..//O DISAPPROVED fI REINSPECTION REQUIRED INSPECTOR '':l ii |.t . -" r t'i.l .+' bor*l rt Etlc lo. a:,ao tno la atlrtat tnd nulbtr L4r! trD,/ol g^lcll ltlD,/Ol Srtl l: , afofrr gAtL tt, r n u!.tvbldr of :'c? A't. ll,ocl A, ! lO!8 BrEr grttrlvlslotl. ac.iosd Lng tJ ih. Plrt racorded l{ov"b'r i, lt?8 io noof 271 tt Pr4t ':21. !tt- ., trltllUl f t:.-v 2-ar'71rt lQct?i?n vl:h .: t .trd .tt|gul'r tb' hor'dltDntt 'ndqrpurt.nat;.a th'i.to urioneinf, or in rntrrlrt 'pgrrt'lnlD9' rnd tb? rlvorrt^:. r:.4 rc1,rraagri, iclrrndc. and fG|.lndcrt, r'ntt, l.ruer . r,n, prof it! tr,..Lii-itnO .iI rhr-r"trt1' 1!9ht' trtl''.. iilr^"... cirtr rnd a.-r J'*r.trotvrr ct tht c.td prrtl€3 ot tha iiirc ptit, .rttrtr 'n lr or rqultyf of1^1n-:1d to Lrre 'bov'iiiii f't.O l.tl...' rith th. hrr'dltrllntr rnd 'ppurt'nenc"' TO HIr,t lllD fi, tloLD tht t'td Pr'll"s 'bow b'rg'l['rl rrd &rcrtbtd' rith tnr rfloitiJt*tt. trr' to thc 'rld Prrtltr of ttr aacond P.rt' th.tr rlii'rr rnlr a3stgat torovrr' And th' "tdpirri.. ot lh" t rr.t p.rt, f )r tf,-r'!l", th'lr h'lrrr .racutora. .no rrrrlnirt;iiorr, co coraaan t. grrnt, b.rgrlnr ant igi; .o .,.4 ,ttl thc .rtd g.;tl.' ot-th' 'tcond P'rt' :b'tr. brlrr rn! ..artqa. trrat at ifl ttr ol tbt tot"I l nq 'nd drllvrry ;i-iL; Frt.tttr, tf,.-'l rr. qll rlre{ o! th' Pr'rtt'! 'b?::;;;F'-; or 1iod, ilic, prrtrct, lD'olu!' rtrd lnd'("i;bl' ".trtl "i lnrr.litncc. rn ii. la trn r!rpl*. rtrd h'Ye gcar - -;ifr; ;lr{i' ,"t.i-itta'laf ul iotlorltt !o grtrr ' '!'r{'tn' r'll il-;rmt ri* rrr in rnrr .d losi rr elorarld' rtd th't th' aar .o irr lr,o sitlr tro rll lcrrr rtrd ot}dt gr'nt' 'G.itr,-t r.., ll.er, ilror, itrrrnt? :4 enctrbrlncor of ..ire*-rrnrl or na! 'rr; rb.t.;' rr. 's'f,t t'nltrd lt't'r t't'nt rrorfid lD aoot rl .t-"ili-ii iii le t,- n'srlclrclt r'coro'd - la tol .ltlt .t ?t aat. ;;,-ir--lr -e!.^i$. look l|l al t'oi tlr ffr;e iir-.i-rr|.- l-tr'rtlltqr-rJ.'Yt}!{t "'!'it''3 eh€tr I-f".t f ua c =ti t:.t-ot rrL- t-altlrisli. rtxl s": lroFr tv H*ii;-tr. Fii-nir-ei .r r*.1lilr lrr'rrv l' lt'r "' .irr..itrl, .ti tr -r r.{ariJ E-r?t ln t}' q$rrt "arlr..;;lt ;.rtt ^|.r cf, th ig Frtt? oi tli 'ccd' 9'3t'{EiiEiri .rro .'.lF .fal..t .ir '{ tr''3. F '..dt oa F lsr' i-Arr lr-;i. r.iar oG -6 ;trl- &-ffrr -er. 5 F rt th'rl*' - clr' liilitir x i-rr crnl rrrt orrt rd-rltl r'llut rro tolftu ffid:-;!. .iq"l..--riitiiirlir-rrcuar tr' c'rr' ' IE l[$t't ET;FiE'-'ii t|r r* tt rr t'd'r 'Lrl b' qx)rrcrbl' to rtf fl-,rr. ;rr/trl tlll DaD' r.a. tllt lttl t!" o! |bt' lt"' LE"' -n B. a .!a url r- cl!r3t!lr.- " tq':r lt l' 6rtEr' e( tr clqr !a cortl c irl"iioc litir og 9lrlomdo' E)rtttrt od- il irtit-gt .rG-Ju dse trf t|n FUILD' r' lta'ltr to ;i;;--5;- rrr.r- lrffir' o' --t ItI' rcrtrd' ?lorL' ;ffi'd b -iilt1 ;r-- lE3t r,aa oa !la aaad Da3tt ,ttllStttlr S't tb' r'ld Prstl" ct tL firra ?. rt t!3 rd fa ooiricrrltiot' ot tx 't ot E'rttty F t tll. rlrd ?tr. rrrdn! fft;;-:ata,!o01. to- th' 'r !l FriL' -oti.I-lrt'. f..t ln n ad P.ld-ot rD:-ttlg-?!:!1" ot tt.o rled p.rt, eh. r.c. r Pt *+rrli lr irrrty contorlrJ rld rcrnorl$d' ii].'r..itrC, llrpf.ea, rold end iorrvpd ' 'nJ FI ?h"c . ')r"'frt'ji-;';;;;-;;rrrrl rorr' i"*:v.*f PlilI:'-:"b tD' 'rrdt.rtl.s of Gb aaoL Pr.t, tb:lt hotr' ':rd r|qlon' fdr'rrr' 'lltnr follcln{ a.-.ucjiii il-iittii-it-lrnd' ritueto' Itlnr rnd il;-i;-.h;"cxiiy or rrgrr rni tt't' of color!6o' to tltt I ll ,lll3aa llF*t?. !b. .ald Drr3[.f o( ti. llrrt t|.stb.!r h.r.sto ..t tLlr h.adr t^ie drf raa F|r tllrr .brr.ir I t trn.,I ''.':li stAt3 0P cotSllD0 cotrf,tt or Dll. , i tB. l Tha (orego I n9 i nrtrurnt ra it lhrr lo?H d.t ot i.y, f9t9. by DGAfil L. cAnPlx'tll. rclnor.ladgcd batorr ta tlox .nd DOxAl.o l. hrttd .r I ,, i/":.:- 1.i tit c(r'llrron drprrer, \44- :t, f l:l3-_.. rltn.rr rt .nd olll,'trl ...I. -1.''..ry