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Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 4 VAIL TRAIL CHALET UNIT 2TOWN OF VAIL DEPARTMENTOF COMMUNIry DEVELOPMENT 75 S.FRONTAGEROAD VAIL, CO 816s7 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M04-0041 Job Address: 413 GORE CREEK DRVAIL Status . . . : ISSUED Location.....: 413 FORE CREEK DRIVE, LINIT #2 Applied . . : 0410112004 ParcelNo...: 210108233002 Issued. . : 04/02/2004 ProjectNo: Expires..: 09/2912004 owNER MILLCREEK PROPERTTES, IrlD 04/0t/2004 phone: PO BOX 430 SILOAM SPRINGS AR 72761. License: CoNTRACTOR HEARTH EXCIiAITGE, rNe. (Tt#) O4/0L/2O04 Phone: 97O-827-9623 P.O BOX 670 MINTURN, CO 8L645 License t L74-M APPTTICANf HEARTH ExCI{A}lcE, INC. (THE) 04/0L/2004 Phonez 9'10-827-9623 P.O BOX 570 MINTT'RN, CO 8164 5 License z 174-M Desciption: INSTALLATION OF A'B" VENT GAS PIREPLACE Valuation: $2.795.00 Fireplace Information: Restricted: Y # ofGas Appliances: 0 # ofGas togs: 0 #of Wood Pellet: 0 {i'}*|'t:}*'t*'||:tt*t.|+.ii*.*it+|i+|*||'|*|t*l++**|*ll.ti*|*|1||.******.{ Mechanical---> S50. oo Restusrant Plan Review-> So . 0o Total Calculated Fees--> S7s . 00 Plan Check-> S15. 0O DRB Fee...-._-.> SO . OO Additional Fees-----> $0 . 00 Investigation-> $0. O0 TOTAL FEES-> $?8 . OO Total Pemit F€€--> S78 .00 Will Call--> $3 . 00 Payments---------> S78 .00 BALANCE DUE---> 9o. oo **+'t|t+i*t*t||'i*1.|l.t*it*+l|+tl|tt|{tt*l|+|t|ttt*x|t|*'*fllt*t*.*i*|l*ttllt{lt.t|****|'l*t|lt||t***+t|++itt|*.fl||*+|+Item: 05100 BUILDING DEPARTMENI 04/0L/20o4 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE. Cond: 22 (BLDG.): CODIBUSTIONAIR IS REQUIRED PER SEC. 70L OF THE 1997 UMC, OR SECTION 701 0F. THE 1997 rMC. Cond: 23 (BL,DG.): INSTAL,L,ATION MUST CONFORM TO I{AI'IUFACTTRES INSTRUCTIONS AND TO CHAPTER 10 OF TIIE 1997 I]MC, CIIAPTER 10 OF THE 1997 IMC. Cond: 25 (BI,DG. ) : GAS APPI,IANCES SHAI.I, BE VENTED AccoRDTNG To CHAPTBR 8 AIIID SHAI,I, TERMINATE AS SPECIFIED IN SEC.805 OF THE 1_997 I]MC, OR CHAPTER 8 OF THE 1997 rMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPL,Y WITH CIIAPTER 3 AIID SEC.101? OF THE 1997 UMC A}ID CHAPTER 3 OF TTIB 1997 TMC. Cond: 31 (BL,DG.): BOILERS SIIAIJIJ BE MOITNTED ON FLOORS OF NONCOMBUSTIBLE CONST. TNLESS I.,ISTED FOR MOU}ITING ON COMBUSTIBI,E FIJOORING. Cond: 32 (BI-,DG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQI'EST. Cond: 30 (BLDG. ) : DRAINAGE OF MECIIANICAL ROOMS CONTAINING HEiATING OR HOT-WATER SUPPLY BOIITERS SHAIJIT BE EQUIPPED WITH A FIJOOR DRAIN PBR SEC. 1-022 OF THE 1997 UMC, OR SECTIOIT 1004.6 0F THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurirte plot plarL and state that all the information as required is conect. 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 towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto. AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ELF AND OWNEF '* * * * * * * * + * * + * * * * * * t * * + 'f 't * * * * * * i t * + ** * * * * * *** * {. ** * * * * i * * * * * * * * * * *'* * * {' * * * * * * * t * * * * * * * * * * * * * * * * TOWNOF VAIL, COLORADO Statement * ** * i * * +..******* * * t * * *+ + ** ** * f f ****+ + tl**** ** * * * t*** * * * ** +***f1** * l* * *:t ** * t * ** * * * ** * * t ** * * ** Statement Number: R040005548 Amount: $?8.00 04/02/2OO4O2:13 PM Palment. Method: check Init: DDG Notation: Hearth Exchange 5447 Permit No : M04 - 0041 Tl4)e : I{ECHANICAIJ PERMIT Parce1 No: 210108233 0 02 Site Addrees: 413 GORE CREEK DR \rAIL Location: 413 FORE CREEK DRfVE. ttNIT #2 Total Fees: S78 . 00 This Payment: $?8.00 Total ALL Pmt6: $78.00 Balance: 50.00 * * * * * * * * * + f i * + * + + * * 'l*** * {' '} * * * * * * * * * * ** * * l * * t * * * ** * * * * d' '} * + + * f f * * * * * + * + {( * * * * * * **+ {.*{. *******lt,}* ACCOUNT ITEM LIST: Account Code Descr"iption Curnent Pmts l',|P OO1OOOO31111OO MECHANICAL PERI'4IT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 15.00 h]C OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO Permitwil notueaccep@ ;$ Frontage Rd.Colorado 816s7 rRd. n mw 75 S. Fror Valf Coto RECEIt/EO ul, $rn ba.ltb In co,.MRAgIO R TMORMATTON COMPLETE VALUATION FOR MFCI{AI,T'AI l!r & Materials) Conbct anO-Fhone co^a ** !r* ***lt,t,l.**!trr**trfi ****** PO BOX 2ds4 2008 VAIL rE A ^{E|l'Fl_g \/,PEgTqt FAX. 970.t DEC 11 TOWN OF hlt{ tirl Transmittal Date: 12.05.08 Ta TomOf Vail Attn: Martin Haeberle ProdlllobNumbr Mill Creek Building ffi21248. #Pap,es FiddReport /on, /)en-zea\n, - t/ltit Gr pgturn- tz,/A )/7/4wr- Nores: 4Z,l ?i q?g 7lfr2- c^u/ftiev //t f,hzz, ThT v7t {)z/ ao,rt / fi;:h,*"ftr;::::T:, 4J, \- t 'D! -i:,4r, i<,t \ ftvs{v=fuufr,+,:-i ) -\r Ttr;; sbned: \X\ lett- tv' V,,- \,$ ^\ilr- e."-^il.n ir -'.il'rr{r "'h\" no, *4' 'c q\'\' k'a/ P.O. AOX 24911 AVO'.t.CO 81620 PF970 9.{9.7r00 fAx I7 0.9.{ 9.3377 !rlutions.inc --J ENGIIlEERING Field Report December 2. 2008.Arrival: Nwember2Tth, 2008, 8:30am Deoart: 9:30 am Proiect Mill Creek Buildinq. Gore Creek Drive. Vail. CO #0212{8 At the request of Leah Peterson of Montage Properties, I visited the site referenced above to obserue the south side exterior foundation wall. On the wening of Ncvember 26', the water main supplying the building had ruptured, and the Town of Vail Building official, Martin Haeberle, was concemed about the structural integrity of the wall due to the hydrostatic pressure. The walkway, wtrich is constructed with sand-set pavers, had been undermined by the water, and collapsed in some areas. From the basement, lwas able to observe that the main floor joists appeared to be 2x12's at 16" on center with plyvtlood sheathing. The concrete foundation wall appears to be retaining approximately 22 feet of earth. From inside the storage closets in the basement, I observed no signs of structural damage to the wall. There was one srnall crack in the Men's restroom wtrich appeared to be alloMng water through the concrete wall, which was bubbling the paint. This crack was of very srnall width, and appeared to be a typical shrinkage crack, not a sign of struclural failure. Horever, it does raise into question the integrity of the waterprcofing of the foundation wall; I also observed no waterproofing membrane where the upper floor joists meet the top cf foundation wall. This may cause deterioration of the floor joists and ledger. I retumed to the site on Saturday, Nwember 29'to obeerve the excavation. At the time cf my visit, litde had been excavated at the location of the rupture. I retumed to the site on Monday December 1" and saw that the water main had been repaired, and Quintana excavation was just beginning to fill the hole. We do not belisre that the rupture cf the water main caused any structural damage to the concrete wall- We recommend that the waterproofing of the wall, especially tre area wilere the upper floor joists are $pported by the wall, be improved or installed. We recanmend contacting a waterprcofing consultant, or other agenry to obtain recommendations in this regard. lf you have queSions about these recommendations, please do not hesitate to call. Jeffrey P. Leonardo, ! 37558.. - ,--: : #;i,',(:/'..8..,,&$b,fus tlutions -: ENGINEERING P.O. AOX 24911 AVON.CO 81620 rr 970 949.7 r 00 FA970.949.3377 Field Report December2.2008.Anival: Norember 27th, 2008, 8:30 am Depart: 9:30 am Proieet Mill Creek Buildinq. Gore Cr€ek Drive. Vail. GO #0212{8 At the request of Leah Peterson of Montage Properties, I visited the site referenced abcnr'e to observe the south side exterior foundation wall. On the evening of No/ember 26', the water main supplying the building had ruptured, and the Town of Vail Building official, Martin Haebede, was concerned about the s{ructural integrity of the wall due to the hydrostatic pressure. The walkway, which is constructed with sand-set patrers, had been undermined by fre water, and collapsed in sorne areas. From the basement, I was able to observe that the main floor joists appeared to be 2x12's at 16" on center witr plywood sheathing. The concrete foundation wall appears to be retaining approximately 22 feet of earth. Frorn inside the storage closets in the basement, I observed no signs of structural damage to the wall. There was one srnall crack in the Men's restroom which appeared to be allowing water through the concrete wall, wltich was bubbling the paint. This crack was of very srnall width, and appeared to be a typical shrinkage crack, not a sign of structural failure. Horever, it does raise into question the integrity of the waterproofing of the foundation wall; I also observed no waterproofing mernbrane where the upperfloor joists meet the top of foundation wall. This may cause deterioration of the floor joisls and ledger. I retumed to the site on Saturday, Ncrvernber 29h to observe the excavdion. At the time of my visil litle had been excavded at the location of the rupture. I returned to the site on Monday Decernber 1" and saw that the water mdn had been repaired, and Quintiana excavation was just beginning to fillthe hole. We do not believe that the rupture of the water main caused any structural damage to the concrete wall. We recommend that the waterproofing of the wall, especially the area wtrere the upper floor joists are supported by the wall, be imprwed or installed. We recommend contacting a waterproofing consultant, or other agency to obtain recommendations in this regard. lf you have questions about these recommendations, please do not hesitate to call. Jeffrey P. Leonardo, ! i ' gzseg "; f;L'//*.e\,ffiofiiN