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Home My WebLink AboutPRJ06-0493 B07-0189 LEGALA/P/D Information Activitv: M08-0114 Const Tvp6: Owrier: PIERCE. DABNE Requested Inspect Date: Thursday, October 28, 2010' Asriigned To: JMONDRAGON Inspection Tvoe: MECH Insbection A'rba: JRM Site Address: '1148 SANDSTONE DR VAIL WEST AND EAST SIDES Sub TgOe: ASFR Status: ISSUED Insp Area: JRM Contractor: H Description: {G Phone: 970-328-0988 efiiciency boiler/gas add drive way snow melt and new boiler 03:30 Pil MHAEBERLE K Comment: 10/06/08 Commeni: 10/09/08 Comment: Time Exp: lnspector: JGG Action: PA PARTIAL APPROVALWirsbo tubing in-floor lower level Ok. J*" ** APPTOVEd ** ACI|ON: PA PARTIAL APPROVAL BOILER FLUE'S X 2 ) APPROVED 1OO # AIR Item: 315llem: 320 Item: 330Item: 340Item: 390 REPT]-3].Run Id: L2099 11-01-20 Requested Inspect Date: Tuesday, November 02, 2010 Asaigned To: JMONDRAGONlnsrction TyDe: MECH lns'pection Arba: JRM Sit€ Address: 1148 SANDSTONE DR VAIL WEST AND EAST SIDES A/P/D Information _ Adivity: M08-0219 ^ Type: B-MECH Const Tvo6: Occuoahbv:Owrier: PIERCE. DABNE PENICK. Contractor: AIR DESIGNS. lNC. SubTgne: ASFR Phone: 970-3795454 Status: ISSUED lnso Area: JRM Description: REMODEL: INSTALL AIR CONDITIONING AND VENTTLATTON Reouested Inspection{sl Time Exp: Requested Time: 09:00 AM Entered By: SBELLM K lnspection Historv ,ru. {r" (-.- % liApproved '* ozt26t09 Comment: 340 MECH-Misc. 390 MECH-Final Inspector: APPROVED BATH FANS. CORRECTION REOUIRED oF 90's TEST AP APPROVED GH FANS. AC REFRIDGE LINES 350-5OO # AIR TEST REPTl31 Run Id: L2L04 NorE: THIS PERMIT MUsr BE PosrED oN JoBsrrE AT ALL TIME9/,.:-\ r\\tl'//r' MtNtr''IilV Town of Vail, Community Oevetopmenffiffiuth Frontage Road, Vait, Colorado 81657p. 97 0-479.2'139 t. 97 O.479.2452 inspections. 97 0.479.21 49 'sc6-635s- MECHANICAL PERMIT ASFR JobAdd]ess: 1148 SANDSTONE DR VAILLocation.....: WEST AND EAST SIDES Parcel No...: 210301414016 Mechanical Permit Fee--> $1,320.00 Wi[ Call-----> Plan Check-------:--> $330.00 Use Tax Fee--->Investigation-------> $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 06/04/2008 JRM Aclion: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUTRED TO cHECK FOR CODE COMpLtANCE. Cond:2? (BLDG.): COMBUSTIoN AIR lS REQUIRED PER CHAPTER 7 OF THE 2003 tMC AND SECTTON 304 OF THE 2OO3 IFGC AS MOOIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER,S INSTRUCTTONS AND cl-tcPTER '10 0F THE 2003 tMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCOROTNG TO CHAPTER 5 OF THE 2OO3 |FGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUTPMENT MUST COMPLY W|TH CHAPTER 3 OF THE 2OO3 IMC AND CHAPTER 3 OF THE 2OO3 IFGC.. Cond: 3'l (BLDG.)r BoILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTTBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED tN MECHANTCAL ROOM pRtOR TO AN INSPECTION REQUEST, Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUTPPPED W|TH A FLOOR DRA|N OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. mechcanicaLpermit_041 908 OWNER PIERCE, DABNE PENICK O5I21I2OO8 3600 IT.IVERNESS HOUSTON TX 77019 APPLfCANT HIGHLAND PLUMBING & HEATTNG 05t21t201g phone: 970-328-0988 P.O. BOX 3697 Eagle co 81631 License: 14&M CONTMCTOR HIcHLAND PLUMBING & HEATTNG 0bi2l12008 phone: 970-328-0988 P.O. BOX 3697 Eagle co 81631 License:143-M Desciption: inf,oor heat on all floors, with high efficiency boiler/gas Valuation: $66,000.00 l,r.inri*st*.,***. SUMMARY*i***$*$4.00 Tolal Calculated Fees-->S0.00 Additional Fees---------> TOTAL PERtf,IT FEE*> Total Calculated Fees-> $1,654.00 payments-------> BALANCE DUE-.---> Permit #: M08-0114f85r' <>(fi Project #: PRJ06-0493 Status.. . : ISSUEDApplied..: 0512112008 fssued. . | 09n?J2008 Expir€s. .: 0311'112909 $1,654.00 $0,00 $1,654.00 t1,654.00 t0.00 Q lta€"#,--tt *.r***rr*****tta|l*trs***t*,***.{*r.rr*J,*idtr*r.**+t+r*rt *a*r*|'r***r*r.r}a DECLARATIONS I hereby acknowledge thal I have roed this application, filled out in full the information required, completed sn accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, lo comply with all Town orctinances and staie laraa, and to build this structure according to the towns zoning and subdivision codes, design review epproved, International Building and Residential Codes and othq ordinances of the Torvn applicable thereto. REQUESTS FOR INSPECTION SHALL BE lf,ADE TWENW-FOUR HOURS lN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT oUR OFFTCE FROM 8:0( AM-4PM. t/-l etK Oate mechcanioaljermiL04l 908 +tf*****l'******+*|Iti**'t'i***+ti{l{**f***********{.rr***'r*{.*'t't,t*,t +I't****{.**,r,r*****t*t+{,,t{****{,*** TOWNOFVAIL, COLORADO Statement * + * * * * 'r * * * * * 'r * ** 't**** ** r(*r* * 't * * i * * 't * * 't 't*** * {' {' { + t * * ***t*t***+****f a * + + + * * * * * r r r + * + r r r f tt +; I I i Statement Number: R08000L830 Amount: g1,554.OO Og/L2/200809:36 AM Palment Method: Ctreck PLIJMBING IniE: SAB Notation: 2580 HIGHIJAI{D Permit No: Parcel No: Site Address : Locat ion : This Payment : MP 001000031L1100 PF 001000031"12300 v{c 00100003112800 M08 - 0LL4 2103 - 0l_4 - 14 o 1- 5 1148 SANDSTONE DR VAIL WEST AND EAST STDES $1, 6s4 . oo Type: MECHAN]CAIJ PERMIT Total Fees: Total ALL Pmts : Balance : $1,6s4.00 $1, 654 . oo PV. VV | | | '}* l.**'f t * * * *** * * * 'i * * {' '} * * * * * t t | * * * * * * *'r't *a* + I '} + i 'r **:t:}{r{' * * * tt{' { * I * * * * * * * {, * * * {, * + t * + t * t ****++t ACCOI.JNT ITEM LIST: Account Code Descript ion Current Pmts MECHANI CAJ., PERMIT FEES PI.,AII CHECK FEES IVILL CAI,IJ INSPECTION FEE 1, 320.00 330.00 4.00 I APPucArroI{ wrLL r{or BE o""'=Ty"o"tff ?L!!s$Ttdnrr'eI tt ft "#ilflffHlhffilU' sro-its-zr4e(rnspecdons) qq3 !q 75 S. Frcntage Rd. Vail, Colorado E1657 TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not b€ acoepH withont the following: Prcvide Mechanlcal Rmm Layout drawn to scale to include:o Mechanical Room Dirnensionso @mbusdon Air Duct Size and Locadono Flue, Vent and Gas Line $ze and locationo Heat loss Calcs.o EqulpmentGut/SpecSheets COMPLETE VATUATION FOR ]IEC}IANICAL PERiIIT MECHANICAL: $ AswrcOlfuat or Parcel # )lOZot tt l g016 Job Name: /1 .Yrccce. ,"b ^ddr"* I 143 5*^dt*^iy-;l Legal Description Loe ilB|ock fiFlllng:Subdivision: oB,i"pllr"i-;, " [Phone: Engineer: ll Mdress:Phone: I description of wo*: | -,or Fte,,.lz,no.ll Floor.s ,v/i+A l.l,ah EFr,c-ienov E.il.r /(6 u€Ldr|er InFl,7-I WorkClass: new0{ Mdition( ) Alteration( ) Repair( ) Other( ) Boiler location: Interior Q{ Etterior ( ) Other ( )Does an EHU o<ist at this location: Yes ( ) No ( ) Typeof Bl@: Singlefiamilylf Duple<( ) Mutd-family( ) Commercial ( ) Restaunnt( ) Other( ) No. of Existing Dwelling Units in this bulldlng: I No. of Accommodation Units in this bulldlng: I NofrypeofFireplaces,Proposed:GasAppliances(3) GasLogs( ) Wmd/Pellet( ) WmdBuming(NOTALLOWED) @toanEplPhaselldevice? Yes( ) No( )IE::EJ? TOWN OF VAIL x*****FoR oFFICE 23-2005.DOC ruz3lzffis fur ParEI # h6t It'*q) co +t,-rr L-!-. co oa.t qt:: on I.[: nn)t IXLo o\9 |r) l-/1 >' ObL{) YL1-{ A rt) st b$d -._5("-;" .5't7 (.r} Frt".:$ .*-o I -?,4n-- q, ,.-o FqJ-.u.s .g*rn I I .tdl --l o')4 I/f,,\g I d_* TL C 6 vl n r{ l*' .t/t i ^.\ "))vF vl. SU i\.< cr\;{ "9'I''J ': (ht- ',i fiir\- L d *-)is rt\$J lrUO'gON . EUPPLY IPE)K (]on nltted io Dtc.ll€nc€ HD Supply P. O. box Avon, CO 81620 Project Summary P@ect Number: PIERCE RES Project Name: PIERCE RES Date: 51212008 Prepared [y; Jason Vasquez ph: (970) 9494300 fax: (970) 949-4048 jason.vasquez@hdsupply.com Customer: Highland Plumbing Eagle, CO 81631 Gontact: jjply HIGHLAND PLUMBING & HEATING P.O, BOX 06e7 EaEie, CO 816s1 Project Summary: Location: Vail - Custom, Colorado Total # of loops: 28 Outdoor design temperature: -23 "F Tubing required: Average indoor temperature: 69.3 'F Fluid temperature drop: 10 "F xPA 112" 6'457 fl 12x 500ftcoil Fluid type: 30% Glycol 2x 300 ft coil Totar froor area: 5,893 ft, 1x 1000 ft coil Total heat load: 205,332 Btu/hr Total # of manifolds: 3 Total panel loss: 32,389 Btu/hr Manifolds required: Recaptured panel toss: -0 Btu/hr 2x 11L MFSet' 1x 6L MFSet Total radiant required: 138,384 Btu/hr Total baseboard supplied: 20,770 Btu/hr Total other heat supplied: 13,789 Btu/hr Suppfy water temperature: 174 "F Total flow rate: 35.9 USGPM Maximum head loss: 9.1 psi / 21.0 ft(H20) lllarmBitefFbor' TERMS AND CONDITIONS / MSDS INFORMATION ON REVERSE Page 1 of 2 NorE: THls PERMIT MUST BE PosrED oN JoBstrE AT ALL TIMES Town of Vaif, Community Developm€nt,75 South Frontage Road, Vail, Colorado 81657 _ ( 1) ..-1 ,.. | (.<^ p.970.479.2139 t.97o.479.2452 inspectlons 970.479.2149 3CP- 633:t lr>u t-u\6-l Permit #:PLUMBING PERMIT ASFR Job Addross: 1148 SANOSTONE DR VA|LLocation.....: WEST AND EAST STDES Parcel No...: 21030141.1016 OWNER PIERCE, DABNE PENICK O5I21I2OO8 3600 INVERNESS HOUSTON TX 77019 APPLICANT HIGHLAND PLUMBING & HEAT|NG, 05t21t201g Phone: (970) 328-0988 PO BOX 3697 Eagle co 81631 License: 32&P CONTRACTOR HIGHLAND PLUMBING & HEATING, 05t21t2008 Phone: (970) 328-0988 PO BOX 3697 Eagle co 81631 Licens€: 32SP Desciption: CONVERT DUPLEX TO SFR: NEW PLUMB|NG, DWV, WATER Valuation: $43.000.00 FEE SUMIIIARY Plumbing P6rmit Fee--> Plan Check---------> Invesligation---> $e15.00 WillCall---------> $161.25 Use Tax FeF----> $0.00 Total Calculated Fses-> $4.00 $0.00 $810.25 Total Calculated F€€s--> Additlonal f ses-_..--> TOTAL PERUIT FEES..> Payments--.---1 BALANCE DUE-_> Project #: Status...: ISSUEDApplied..: 051211200a fssued. . t 0512112006 Expires. .: 1111712009 P08-0044 PRJ06-0493 $810.25 $0.00 $Er0.25 $810.2s $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 05/212008 JLE Actlon: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE. DECLARATIONS I hereby acknowledge that I have read thie application, filled out in full the information required, completed an accurate plot plan, and 6tate that all the information as requir€d is ooffect. I agree to comply with the information and plot plan, to comply with all To/vn ordinances and state laws, and to build this sfuoture according to tho towns zoning and suMivision codes, deslgn review approved, Intomational Building and Resldential Codes and oiher ordinances of the To\,vn applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS lN ADVAT{CE BY TELEPHONE AT 970.479.21'19 OR AT OUR OFFICE FROM 8:01 At/t - 4 Plt. igfature of Owner or Contractor 4r/^ _ PL.,nc// ,/ Print Nanr6 plmbpermtl_041908 3->t-oK *+{'****'}************i********++***'t **+**t+ * * * * ** *****+** ****** *+*f +**'t** * * * * * + * * * * '}'}'},}'}r}**** TOWNOFVAIL. COLORADO Statement**+t*******+*********++++****+t++**+******++,1*********ti+*******+**+++***********++****+:t*** St,atement Number: R080000?52 tunourlt: Palment Method: Credit Crd JOHN W. PLYWEI,JL/HTGHIJAITD PI.'IJMBIIIG $810.2s Os/2L/20o809:05 AMrnit: irtENotation: CREDIT CARD Permit No3 Parcel No: Site Address : Locati.on: This Payment: PF 00100 0031123 00 PP 00100003111100 wc 0 0100003112 800 P08 - 0044 T14re : PIrUI'{BING PERMfT 2103-014-140L-5 1148 SATiIDSTONE DR VAIIJ WEST AIID EASIT SIDES s810.2s Tot,al Fees: Total ALL Pmts : Balance: $810.2s $810.2s $0,00****'r*+**++**f***+++++*******+t*+*************,t******++*******+****+*****'t**'i't+ff*********** ACCOI.]NT ITEM UST: Account, Code Description Current Pmts PI,AN CHECK FEES PLT'MBING PERMIT FEES WILL CAIJIJ INSPECTION FEE ]-6]-.25 545. O0 4.00 APPUCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR Building Permit #: Plumbing Permit *t'P0%' &tf* 97 G 47 9 -2149 (Inspections) Vail, Colorado 81657 Contact Person and Phone #'s:Tonrn of Vail Reg. No.: 3}G-P Fax #: COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ @nb.t Easle CounlyAwts Offi@ at 970-328-8640 or visit for Paref # 3.lO3Otr+trtotA Job Name: 6Yie(ce '"0ofi!ffi' ic,.J<{r,ne Dr, voil Legal Description I totr I alocr: I rittng: N Subdivision: zzo, l Phone; Engineer: I Address:Phone: Detailed description of work: A/er^r Pl,,^*",f)WV,Watecfu, workClass: NewfQ Addition( ) Aftention( ) Repair( ) other( ) iypeofB|dg':Sing|e-fami|y-)D,pl*()M,ltiJ.'i|y()Commercial()Restaumnt()other() No. of Existing Dwelling Units in this building:No. of Accommodation Units in thls building: Parcel# ***************************************FOR OFFICE USE ONLY***********ffirve rowl{oF wlt F :\cdev\FoRMS\PERMITS\Building\plumbing-..permiLl I -23- 2005.doc Oti0')4 | trzr"'-- ' &t +'^-+ Z=77\1 Page 1of1 tU?312005 11-0't-201 Inspeclion Re_quegt Page 4 Requested Inspect Date: Tuegdav. November 02. 2010- Asriisned To: CGUNION Inspection TvDe: PLMB Insirection Arba: JRM site Address: iJfgf iNB?LoJ+t"Pf=Xo' t A/P/D Information ^ Aclivity: P08-0044 _ Type: B-PLMB Sub Tvpe: ASFR Status: APPROVEDuonsr I voe: -. ._ __.oQcupancry: U'se: Insp Area: JRMOWrier: PIERCE, DABNE PENTCK' Contraclor: HIGHLAND PLUMBING & HEATING, tNC phone: (970) 32S-O9BB Description: CONVERT DUPLEX TO SFR: NEW PLUMB|NG, DWV, WATER Requested Inspectionls) Item: 290 PLMB-Final Reouestor: Coniments: 390-1967 Assiqned To: CGUNION- Aclion: Requested Time: 08:00 AM- Phone: Entered By: MHAEBERLE Time Exp: ok ten foot head of water. ,?,h (.,-. \\JInspection Historv Item: 220 PLMB-Rou Item: 210 PLMB-Underqround - AoDroved'*05123108'lnsoector: JRM Comment: Action: AP APPROVED Action: AP APPROVED Dom waler is at 100 psi 1 gauge. LllBfough/D.W.V. ** Approved'"09/05/09 InsDeclor: NSC Comment: D\AIV is ok ten foot head of wate REPTl-31.Run Id: L2L04 NOTE: THIS PERMIT MUST BE POSTED OA, JOBSITE AT ALL TIMES 7_:_\ tsyz, ry#Fu Community Development 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2 1 39, t. 97 O.47 9.2452, i npsections S7 O.47 9.21 49 ADD/ALT SFR BUILD PERMIT Permit #:807-0189 PRJ06-0493 ISSUED 06t27t2007 o3t04t2008 04/30/2008 Project #: Job Address: 1148 SANDSTONE DR VA|L Location......: l l43 SANDSTONE ROAD ParcelNo....: 210301414016 OWNER PIERCE, DABNE PENICK 06127I2OO7 3600 INVERNESS HOUSTON TX 77019 APPLICANT TB CONSTRUCTION LLC O6t27t2OO7 Phone: (970) 390-9896 2121 N. FRONTAGE ROAD#218 VAIL coLoRADO 81657 License: 853-B CONTRACTOR THD COLORADO INC PO BOX 8338 AVON co 81620 License: 280-A Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMILY RESIDENCE Occupancy: R3 Type Construction:V B Single Family Residence 02101 12008 Phone: (970)748-0862 Valuation: Total Sq Ft Added: $2,1 70,000.00 250 FEE SUMMARY Building Permit Fee---> Plan Check--*-- Add'l Plan Chgck Hours-> I nvesligation------------> Will Call------- Use Tax Fee---- Restuarant Plan Review-*>$0.00 Recrealion Fee----------> $87.50 TotalCalculatedFees---> $16,879.65 TotalCalculaledFees-------> $16,879.65 Additional Fees-----------**--> $0.00 TOTALPERMTTFEES--------> $16,879.65 Payments-*.*-*-*--------> $15,879.65 BALANCE DUE------------> S0.00 $9,941.30 $6,461.85 $385.00 $0.00 DECLAR,ATIONS I hereby acknowledge thai I have read lhis application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plol 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, International Building and Residential Codes and other ordinances of the Town applicable thereto. TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR otl>+lz-ovt" REOUES AD.PRMREV 041908 Permit #: 807-0189 APPROVALS as of 01-25-2010 Item: 05100 BUILDING DEPARTMENT Q712712Q07 jplano Action: AP 1110112007 lplano Action: AP New sheets 52 and 56, foundation redesign with micro piles, 2 hour of plan erview due 0212912008 iplano Action: AP Complete new structural plans approved, need new detail for fireplace support. 04/04/2008 jplano Action: AP NEW FIREPLACE SUPPORT APPROVED, NEW STRUCTURAL SHEETS APPROVED, 2 HOURS PLAN REVIEW DUE 0112512010 CG Action: AP FIREPLACE FLOOR PLAN REVISION Item: 05400 PLANNING DEPARTMENT OOl29l2O07 bgibson Action: AP office set routed to E-2 1110112007 bgibson Action: PA foundation revisions approved by planning. office set routed to John Plano. Item: 05600 FIRE DEPARTMENT O7l1Ol20O7 DRhoades Action: AP Approved as noted: Monitored fire alarm system required. Must comply with NFPA 72 (2002 ed.) and Town of Vail Standards. Item: 05500 PUBLIC WORKS 0711912007 gc Action: AP Status: ISSUED See the Conditions section of this Document for any that may apply. AD.PRV]REV 041908 Permit #: 807-0189 CONDITIONS OF APPROVAL as of 01-25-2010 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTTON R313 0F THE 2003 tRC. Cond: CON0009573 Structural Engineer to review micro pile installation reports and supply the inspector a letter veriffing design critera has been met Cond:CON0009801 New structural drawings approved revision date 2/15/08, new detail required for fireplace support by framing inspection AD-PRIVIREV 041908 'l***lt**'r************'t******t****{'***{'i'*****'$**'***t'*'}*****{"tt'**|*{'*'t * * * *******t*} * r * * *'t**'}'}'} TOWNOFVAIL, COLORADO Statement * * * * t * {' 'l * * **'r * * * * *+'t'l* * 'r:l * * ***f +r.*'}*'}'3t'rt't't*t*'t{.':*{.****{r**+++ft*{.*!r{.**'r**'****I+*f{.{.{r*rrrtt *ra**rl statement Number: R100000045 tunount: g110.oo oa/25/201010:43 AIrt Payment Method: Check COI,ORADO Init: SAB Not,ation: L57I TIID Permi-t No : Parcel No: Site Addres s r I/ocation: This Payment: 807 - 0189 2103 - 014 - 1401- 5 1148 SA}IDSTONE DR VAIL 1148 SAI{DSTONE ROAD De script ion Total Fees: ToIaI ALI, PmTs : BaLance: T!4)e: ADD,/AI'T SFR BUII,D PERMIT $110.00 * 1. * * 'l 'l 'l * * * * t * * * i. * * * a * * * * * * {' rl * 'r * * * * * * * * t * ,t' * I * * * * ,t ******'t'****,t,}*,r**'t'********t't**!t'**'}*t't*'t***** ACCOTJNT ITEMLIST: Account Code CurrenE PmEs PF 001"00003112300 PIJAN CHECK FEES 110,00 $16, 879 .5s $15, 879 . 55 90.00 TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions.2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Description / List of Changes: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) I ; Building:(use additional sheet if necessary) Plumbing: Electrical: $ D D Permit #(s) information applies to: Attention: ) Response to Correction Letter _attached copy of correction letter ( ) Defened Submittal ( ) Other Proiect Street Address:'ti'{""*5ilJr\.".- AJ (Number) (Street) Building/Complex Name:Coso\"u,^Caso\"u,^ "f !r', \ .t,ffl\zo contactName: To^+ bLhbr.trJ '=lil\2oro u VAIt rPArenIE\7LqLI JAN 21 TOWN OF R ---0--- 0l -Jan-10 NQTE: THIS PERMIT MUST BE POSTED ON JOBSTTE AT ALL TIMES Permit #: M10-0009 *m Town of Vail, Community Developmenl, T5 South Frontage Road, Vail, Colorado 81657 p. 970-47 9-2139 t. 97 O.47 9.2452 inspections. 97 O.47 9.21 49 MECHANICAL PERMIT ASFR Job Address: 1148 SANDSTONE DR VAIL Location.....: Parcel No...: 210301414016 OWNER PIERCE, DABNE PENICK O1I2U2O1O 36OO INVERNESS HOUSTON TX 77019 APPLICANT THD COLORADO INC 01t2212010 phone: 970-749-9900 PO BOX 8338 AVON co 81620 License: 421-M CONTRACTOR THD COLOMDO INC 01t22t2010 phone: 970-749-9900 PO BOX 8338 AVON co 81620 License: 421-M Desciption: INSTALL GAS LOc SET INTO S|TE-BU|LT MASONRY FTREBOX AND GAS FIREPLACE (GAS PIPING BY OTHERS) valuation: $7,500.00 Project #: PRJ06-0493 Status..,: ISSUED Applied., | 0112212010 lssued. . : 0112512010 Expires. .: 071241?010 Mechanical Permil Fee--> $160,00 Will Catl-----> Plan Check--------*-> $40.00 Use Tax Fee-----> $4.00 Total Calculated Fees-->$0.00 Additional Fees--------> $204.00 90.00 $204.00 $204.00 $0.00 Investigation----*----> $0.00 ToTAL PERMIT FEE--> Total Calculated Fees-> $204.00 Payments---------> BALANCE DUE-.---> APPROVALS Item: 051OO BUILDING DEPARTMENT 0112212010 JLE Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPL|ANCE. Cond,22 (BLDG.): COMBUSTION AIR lS REQUIRED PER CHAPTER 7 OF THE 2003 tMC AND SECTTON 304 OF THE 2OO3 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S TNSTRUCTTONS AND CHAPTER 1O OF THE 2OO3 IMC Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER g OF THE ?OO3 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY W|TH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2OO3 IFGC.. Cond: 31 (BtDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTTBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST, Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED W|TH A FLOOR DM|N OR OTHER APPROVED y.:1|.:.5.?.T."?f .?:1L"..9I.!tgy.'.tyi:J.:. mechcanical_permit_041 908 DECLARATIONS I heGby acknowledge that I have read this application, filled out in full the information required, completed an accurste plot plan, and state that all the information as rcquired is correct. I agree to comply with the infomation and plot plan, to comply with all Torn ordinances and state la rs, and to build this structure according to the towns zoning and subdivislon codes, design review approved, International Building and Residential Codas and other ordinances ot the Town applicable thereto. IN ADVANCE BY TELEPHONE AT 97 .479.2149 OR AT OUR OFFIGE FRO 8:0( mechcanicaLpermit_041 908 *'l'***'l'l****'lt**'l'**********t******+*********'|,f 't******* * t rt*+*'t*1.*'|.***************!it**{r{t*lr***'i** TOWNOFVAIL, COLORADO Stat€m€nt *** *,r:1. *l' * *************'r***************+************+***********'i**t't'*'t******************++*t Statemene Number: R10000004? Amount: 9204.00 OL/ZS/2OLOLo:44 AM Palment Method: Check COLORADO Init: SAB Notation: 1578 THD s204.00 l' * '8 * * * * * * * * * * * * it :t {t * * * * * * * * * **** *:+ * * * {' 'l *****'t{' 't' 't {''t''t't****{'r'***********{'t 't' { { t't * * * * ****!|r** 't * * { * * ACCOUNT ITEM LIST: Account Code DeEcript ion Current Pmts Permit No: Parcel No: Site AddreeE: Location: Thia Paynent : MP 00100003111100 PF 00100003112300 wc 00100003112800 ML0-0009 2103-014-1401-5 1-14 8 SA}IDSTONE DR VAIIJ T}rtr)e: MECHANICAI.J PERMIT Total Fees: Tot.al AIJIJ Pmts: Balance : $204.00 $204.00 $0.00 I{ECHANI CAI, PERMIT FEES PI,A}I CHECK FEES WIIJT CAJ.I. INSPECTION FEE 160.00 40,00 4.00 Jan 21 201O 6:58PM HP LRSERJET FNX p.1 TUIEC}IAIIICAL PERMIT Eollar / fttnroc & Frrolae Aoollcadom HUST lndudn: -.r, l^ tr @mbusthn Ar nrt Slre and L!@Ean o Fhre debtl or Vgnt sh€, locauon & tetmln*ion s Ga6 Plplr€ lalout Includlng development length calcllaums o Heat Loes cakulaums (Sulte #l Oaso\ar i Company Addres: City:A.son .seta' Co zp%IAVJ dfrtl( i proloct Succt Addraq I l['t6 5.^]r\ i([umb.4 (Str6oq I i euilolngrcornplcx N|rtF: i Gontnctor lnformtlon: jcorp*y' 'TlK)iLNr l5E4 co,ua ru"'., f,aa-l- [It-bLa fI 'ffiv,'t6E-A ftq?-fiF(qrc lddl0onal thocl if nac.rrtry) o Gas Piping Indudad }( cae Piping by others ir tj\ihd b Oas Flrepl€c€ ConvsrCon Boiler Lrcation: Inbrlo. [ ) Extedor ( ) Ot|q( ) Number of Erh0ng Firedaces: Gr6 Apdianca -Gas logs -Numb€r of Propoaad Firrplaca8: eag nppllanceal-c$ togp - Drlo Rscctvcd: Wood/Pdlst- t:Wood/Petlet-L : _^*_'*_- -- -i 1}p6 ot Bt ildlng: Sinsl+Family 90 *o,o t ) Mr-dti:Famiv ( ) Commercid ( Restaurant ( I other ( ) I EESIcoPy AI/AW$ -o gqufitmentOrt Sheets fur Flrcplace9log lnfu $orvlrs rnake, tnodd & Project fA M€chanrcar"" no' Ml0-d001 Lolt* - Bbck #- Stbdiviriorr: Dsfine Scope and Locafion ofwork: Toryn of Vail ,q /,,^nLq f9 IV JAN 22 2010 LOWN OF VAIL C,ontact Phon6: +).aq- C'.\qdcv\fr rrni\Frmits\buildqg\rccbrnisa|Jstrrit-01 0l l0 ?F-f =DI-F II \/ I I 2009 ntrG hl AUG TOWN OF VAIL oFficii'itipy August 11,2009 Job Name: Stru$ural Steel Summary, lf\ Sg1d1t9ne Drive,(-Pierce Residence Remode! Vail. Colorado Job Number: 09-6542 Wl-otE Attn: Mr. Hubbard, As requested, representatives of GROUNb Engineering Consultants, lnc (GROUND) visited the project site to provide structural steel teeting and observalions for the remodel to the Pierce Residence located at 1148 Sandstone Drive in Vail, Colorado. Testing and observations were performed on a part time basis between March 11, 2fi)9 and August 5, 2009 at times scheduled by the contrador. Struciural steel placements including applicable welded and bolted connections were observed during construction on a part-time basis by a certmed lrelding inspector. Based on the test results to date, field observations, RFt's and other projed documentation received, it is our opinion that the materials daced for the structural steel are in general accordance with projec{ plans and specifications. :. The observations and materials testing as indicated abve were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the tested materials and/or work with the contract documents at the times of our obervalion and testing. We did not supervise, direct or harre any control over the Contmcto/s work. We were not responsible for the Contraclois means, methods, procedures, techniques, or sequences of construclion, nor responsible for Contrac{or to carry out the work in accordance with the contracl documents. lf you have any questions regarding this letter, please contact this office. Sincerely, Ground Eqgineering Gonsultants, Inc. fuLL Evan E. Kuhn Mr. Trent Hubbard THD Colorado Bullderc PO Box 8338 Avon. Colorado 81620 Reviewed by: Michael K. Wariner, P.E. G Rr|UIII n EN6I NEEFIIN6 CON5ULTtrNTS INC 101A Airpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Office Locations: Englewood . Commerce CiU Phone (970) 524-0720 Fax (970) 524-0721 . Loveland . Granby www.groundeng.com ' GYPsum NOTE: THIS PERMIT MUST BE POSTED OA, JOBS ITE AT ALL TIMES z-:\ NI)? ryqg!17 Community Development 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.21 39, t. 970.475.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #:807-0189 PRJ06-0493 ISSUED 06t27t2007 03104.12008 04/30/2008 Project #: Job Address: 1148 SANDSTONE DR VA|L Location......: l l43 SANDSTONE ROADParcelNo....: 210301414016 OWNER PIERCE, DABNE PENICK 06127I2OO7 3600 INVERNESS HOUSTON TX 77019 APPLICANT TB CONSTRUCTION LLC O6t2Zt20O7 phone: (970) 390-9896 2121 N. FRONTAGE ROAD#218 VAIL coLoRADO 81857 License: 853-B CONTMCTOR THD COLORADO INC 02101 12008 Phone: (970)748-0862 PO BOX 8338 AVON co 81620 License: 280-A Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMILY RESIDENCE Occupancy: R3 Type Conslruction:V B Single Family Residence Valuation: Total Sq Ft Added: $2,170,000.00 250 FEE SUM IARY Building Permit Fee---> Plan Check-------------> Add'l Plan Check Hours-> I nvesligation------------> Wi1 Ca1_.___-_---> $4.00 Use Tax Fee--------------> $0.00 Restuarant Plan Review*->$0.00 Recreation Fee--*--------> $87.50 TotalCalculatedFees----> $16,769.65 Total Calculated Fees----> $ t6,769.65 Additional Fees---------> $0.00 TOTALPERMTTFEES---------> $16,769.65 Payments-------------> $16,769.65 BALANCE DUE_ $9,941.30 $6,461 ,85 $275,00 $0.00 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plol plan, and state that all the information as required is correct. I agree to comply wilh the information and plot plan, to comply with all Town ordinances and slate laws, and to build this slructure according to lhe towns zoning and subdivision codes, design review ipproved, Intemational Building and Residential Codes and,other ordinances of lhe Town applicable thereto. -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR AD-PRMREV 041908 BE Date Print Name Permit#: 807-0189 APPROVALS as of 08-07-2009 Status: ISSUED Item: 05100 BUILDING DEPARTMENT O7l27l?007 jplano Action: AP 11101/2007 jplano Action: AP New sheets 52 and 56, foundation redesign with micro piles, 2 hour of plan erview due 02/29i2008 jplano Action: AP Complete new structural plans approved, need new detail for fireplace support. 04/04/2008 jplano Action: AP NEW FTREPLACE SUPPORT APPROVED, NEW STRUCTURAL SHEETS APPROVED. 2 HOURS PLAN REVIEW DUE Item: 05400 PLANNING DEPARTMENT 0612912007 bgibson Action: AP office set routed to E-2 1110112007 bgibson Action: PA foundation revisions approved by planning. office set routed to John Plano. Item: 05600 FIRE DEPARTMENT 0711012007 DRhoades Action: AP Approved as noted: Monitored fire alarm system required. Must comply with NFPA 72 (2002 ed.) and Town ofVail Standards. Item: 05500 PUBLIC WORKS 0711912007 gc Action: AP See the Conditions section of this Document for any that may apply. AD-PRMREV 041908 Permit #: 807-0189 CONDITIONS OF APPROVAL as of 08-07-2009 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECToRS ARE REQUIRED PER SECT|oN R313 OF THE 2OO3 IRC. Cond: CON0009573 Structural Engineer to review micro pile installation reports and supply the inspector a letter verif,ing design critera has been met Cond: CON0009B0't New structural drawings approved revision date 2/'15/08, new detail required for fireplace support by framing inspection AD-PRMREV_ 041908 * * *+****++*+* * ** * * * * * * ++ ** * * * + * * * * * * * * * * * * * * ** * ** 't* 'r * * ** 'i**** * ** ** * **,|* ** * * ** *****r! ******** * TOWNOFVAIL, COLORADO Statement * * *{.*** * * {'*******l+*********+********++***l*++++*********++*** ** ***:}*****r******t********** * stat.ement Number: R090000994 AmounE: $55.00 oe/o.t /2oo9\2:35 pM Pa)menE MeEhod: Check Init: MH NoCation: Permit No: Parce1 No! Site Address : Location: This Payment : 807-0189 2t 03-0r.4-1401--6 r.148 SAIIDSTONE DR VATI, 1148 SAIIDSTONE ROAD Descript ion ToEal Fees: Total ALL Pmts : Balanee : T\G)e: ADD/AI,T SFR BUII,D PERMIT $s5 - 00 {.*:lrt'l***l.***{.l.*{'****'i**{******+* '* ****'t*****{**:t * * * * * * ** **+****a++**a+**+ t*r+*1* + + 1. ** * *+t**** ACCOUNT ITEM LIST: Account Code CurreDt Pmt6 PF 00100003112300 PLAN CHECK FEES 55.00 $I5, 769 . 55 $15, 759.6s $o. oo Qre-r.c. go7-o181 tlLt C0PY*e l or' BillGibson - Re: Letter Flom: Bill Gibson To: Galen Aasland Date: o5l22l20o81:53PM Subject Re: Letter Hey Galen, The construction methods described in your lefter dated 5/20/08 will comply with Town's definition of an addiUon. so this project will not be considered new construction. Mditionally, "9r€y'' windows of the same style as prwiously presented, but provided by a different supplier, will be acceptable for this project. Sincerely, Bill >>> Gafen Aashnd <galen-a-aasland@hotmail.com> 0512212008 9:47 AM >>> Bill, Attached I have enclosed a letter in regards to the Pierce remodel. I appreciate your rwiew and response. @len Aasland E-mail for the greater good. lain the i1n lnjtptUeApm MicrosoL fi1e://C:\Documents and Settings\Administator\Local Settings\TempVGgrpwise\48357 A... 0512212008 Galen A. Aasland. Architecl P.C. 5/20/08 Bill Gibson Town of Vail Community Development Re: 1148 Sandstone Rd.o Fierce Remodel Bill, To follow up on our phone conversation of the afternoon 4/17/08 which also corresponds with a number of meetings we have had, I am writing this letter which details a couple of items in regards to GRFA and rernodel requirements at the Town of Vail. As I believe you are aware Trent Hubbard has taken over as general contractor for the project from Tom Meyer. The project is nearing the start of framing. Part of the original foundation remains. New portions offoundations have been added. Original plywood and concrete floors as detailed in the drawings submitted to the town as part of the DRB and Building Permit processes have remained in place. As we have discussed, the plywood and concrete floors will rernain in place. Framing under them will be revised. On the main and lower level we will be allowed to add a second layer of plywood and gypcrete (glpcrete for the heating system) over the existing floors. At the lower level concrete floor, we will be allowed to add a leveling layer of concrete over the existing concrete floor. At the upper level we will be allowed to add a second floor and framing (and gypcrete) ov€r the top of the existing plywood" as long as the original plywood remains in place. Per our meetings, you have told us that this will fulfill the requirements that the Pierce Remodel will meet the requirements of the town of Vail to be a remodel and not viewed as new constuction. As we are about to move to framing I would appreciate your written confirmation that this will meet the towns' definition and requirements We are also in the process of ordering windows. I rwiewed the DRB forms from the 2d time we went to the DRB. The window color was listed as "Gret''. Can we use a standard "Grey''from any differing supplier?. Respectfu lly submitted, Galen Aasland Dabney Pierce Trent Hubbard MegHanlon P.O. Box 383. Vail. CO 81658 970476-8181 Cc HLAh[D PLUMBING & HEATING TFIc. BAGLE COLORADO September 18,2008 Ifyou have any questions, please do not hesitate to call. Sincerelv. John Plymell OwnerlMaster Plumber Town of Vail Community Development 75 South Frontage Road Vail, CO 81657 RE: Pierce Resience, 1148 Sandstone Drive, Mechanical Permit # M08-01l4 To whom it may concern: As requested, we are sending you infonnation regarding the addition of 1000 ft" of snow melt. This needs to be added to the mechanical portion of thisjob. The boiler will be a Triangle Prestige 175 and will also be in the mechanical room next to the boiler for the house heat. This boiler will only operate the snow melt. Gas mains have been sized accordingly and boiler venting and combustion air are terminating in tle same location as the house boiler. You already have literature on file for this boiler previously provided by us with the mechanical application. Htr-ott( *=n 2008 lU VAIL -trGIEI SEP 19 TOWN OE n lDl ill] (970) 328-0988 P.O. BOX 369'l .Eagle, CO 81631 (970\390-1967 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES -,':--\/t\(\ ES-t',l1 TVTNffUILV Town of Vail, Community Oevetopmenffiiiluth Frontage Road, Vail, Colorado 81657 o. 97 0479-2139 f. 97O.479.2452 inspections. 97 0.479.21 49 MECHANICAL PERMIT ASFR Job Addrass: 1148 SANDSTONE DR VAIL Location.....: WEST AND EAST SIDES Parcel No...: 210301414016 OWNER PIERCE, DABNE PENICK 09/03/2008 3600 INVERNESS HOUSTON TX 77019 APPLICANT AIR DESIGNS, lNC. 09/03/2008 Phone: 970-379-5454 P.O. BOX 817 GLENWOOD SPRINGS co 81602 License: 135-M CONTRACTOR AIR DESIGNS, lNC. 09/03/2008 Phone: 9703795454 P.O. BOX 817 GLENWOOD SPRINGS co 81602 License: 135-M Dosciptlon: REMODEL: INSTALL AIR CONDITIONING AND VENTILATION Valuation: $45,000-00 Mechanical Permit Fee*-> Plan Check-----> Investigation----------> Project #: Permit #: Status...: ISSUEDApplied..: 09/03/2008 lssu€d. .: 09/0312008 ExDires. .: 0310?12009 3c6 o'l'Jf M08-0219 i6r-o t*{ PRJ06-0493 $900.00 Willcall-------> $225.00 Use Tax Fee-> $0.00 Tolal Calculated Fees-> $4.00 Total Calculated Fees-->$0.00 Additional Fees----> $1,129.00 TOTAL PERMIT FEE---> Payments-----------> BALANCE DUE-_....> $1,129.00 $0.00 $1,129.00 s1,{29.00 $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 09/0312008 JLE Action; AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FOR CODE CoMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this applicalion, filled out in fullthe information required, completed an accurale plot plan, and slate that all the infotmation as required is conect. I agree to comply with lhe information and plot plan, to comply with all Town ordlnances and stale laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the To\ rn applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:O( AM.4PM. Signature of Owner 'Te.z'r-e-s Print Name mechcanicalJerm il_041 908 )-: -of VAIL MECHANICAL PERMIT APPLICATION Mechanical Room l-ayout drawn to scale to include: Mechanical Room Dimensions Combustion Air Duct Size and Location Flue, Venl and Gas Line Size and Location Heat Loss Calculations Equipment Cut / Spec Sheets Project Address //rr So-l rl"".- k..Projec{ #:Pg.tot''o+qb Building Permit #: Mechanical Permit #:Mo( -0Lrc1Contractor Information n^m^--.- Ar- I\.o.. ,,^rc T'^2. Company Address: City:State: 6€ Zip: Contact Name: Contact Ph:cel 7 ?o j7? €/S/ E-Mail: Detaited Description of Work: (Use additional sheet if necessary) Complete Valuation for Mecfianical Permit: Mechanical $ Property lnformation Parcel #: Work Class: New( ) Addition( ) Remodel Qd Repair( )Other( ) Legal Description: Lot # Subdivision: Blk# Job Name: aruner tlame: Pt u <rs- Rp-g Mailing Address: _ lfor eircet * Conta www.eaglecounty.us/patie) Boiler Location: Interior ( ) Exterior ( ) Other ( ) No/Type Existing Fireplaces: Gas Appliances( ) Gas Logs ( ) Wood/Pellet ( ) NolType Proposed Fireplaces: Gas Appliances( ) Gas Logs ( ) Wood/Pellet ( ) Bullding Type: -tSingle-FamilylQ Two-Family( ) Multi-Family( ) Commercial ( ) Townhome ( ) Other ( ) Architect( ) Designer( ) Engineer( ) Name: Phone: Fax: E-Mail: Date Received: O Eretr[V E SEP o 3 2008 TOWN o-E VAILIn,wftt/rL|!dt,t7n'c *** * * * * * * * * *,1f * * * * * * * * * * * * * * * 't * * * ,|. * r | * rr!r * * * * * ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * +* * * * * {. TOWNOFVAIL, COLORADO Statement ******'i******{****,r.*********'t't*******{.******************++*****{.****,r**'t*****'t *,i***1.* *** *i.** Statenent Number: R080001535 Amount: St,L29.OO 09/03/200801:54 PM Palrment Method; Check DES IGNS INC Init; JLE Notation: 115 6 AIR Permit Nor Parcel No: Site Address: IJocat ion : This Payment: M08-0219 210 3 - 014 - 1401- 6 ]-14 8 SANDSTONE DR VAIII WEST AND EAST SIDES $1, 129 . o0 Type: MECHANT CAL PERMIT TotaL Fees; TotaL ALL Pmts; Bal-ance: $1,129.00 $1,129.00 $0.00 ******+****+***************ftf*******r.******++******'f**** * rt * * * 'r..a *:*:r:r:r:t * * **rr ********{i**{'****a ACCOIJNT ITEM LIST: Account Code Description Current Pmts MP 00t 0 00 0311l_10 0 PF 00r_00003112300 wc 0 01000 03 L1_2 800 MECHANTCAI, PERMIT FEES PLAN CHECK FEES WILI, CALL INSPECTION FEE 900.00 22s .00 4.00 NOTE: THIS PERMIT MUST BE POSTED ON JOBSTIE AT ALL TIMES Town of Vail, Community Development, 75 South Frontage p. 970.479.2139 f . 970.479.2452 inspections ELECTRICAL PERMIT ASFR JobAddress: 1148 SANDSTONE DRVAI- Location.....: WEST AND EAST SIDES Parcel No...: 210301414016 OWNER PIERCE, DABNE PENICK O8/18/2008 3600 INVERNESS HOUSTON TX 77019 APPLICANT DOUBLE Q ELECTRIC 08/'18/2008 Phone: 970-748-9780 P.O.BOX242 EDWARDS co 81632 License: 190-E CONTMCTOR DOUBLE Q ELECTRIC 08/18/2008 Phone: 970-748-9780 P.O. BOX 242 EDWARDS co 81632 License: 190-E Desciption: NEW SERVICE AND RE-WlR|NG FOR INTERIOR REMODELValuation: $68,000.00 Square feet: 6000 FEE SUMMARY Road. Vail. Colorado 81657 970 479.2149 Status . . Applied . lssued . Epires. G;&" -o35s E08-0188 Sor -ota1 PRJ06-0493 . : ISSUED.: 08/18/2008.: 0812712008.: 0212312009 Permit #: Project #: Electrical Permit Fee-----> Investigation Fee---------> Will Call Fee-------------> Use Tax Fee------------------> Total Calculaled Fees------> $270.25 $0.00 $4.00 $0.00 $274.25 Total Calculated Fees-> Additional Fees-----> TOTAL PERMIT FEE--.> Payments---- BALANCE DUE----.--> $274.25 $0.00 $274.26 $274.25 $0,00 APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 08/18/2008 JLE Action: AP CONDITIONS OF APPROVAL Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and stale laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR TNSPiCT|ON SHALL BE MADE OFFICE FROM 8:00 Al!l,,t 4 PM. ft -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR elec_prm_041908 Date ***** ***tt*|(*'i*** ** * '1. * ***tr*t ** 'i * * * * ** ** ** ** * *******'t' * t * * * * * * '| '| * tt | '| | '| rt' '| * 't 't * 't 't 't '| | '| 't 't 't '| '| f i't'i'tt TOWN OF VAIL, COLORADO Statement * * * ** * * * * * * * **t *t t '|' '| | * * * * ** * 't' * * * * * 'r * * * * f* *,t** * *** * ** * * * * * * * t * * t * ** * * * * * * * * * * * * * * * + * * 't * *** * ** Statement Number: R080001484 Anount't SZ74,ZS 0e/27/200811:45 A],l Palment Met.hod: Check IniE : DDG Notation: Double QQ 15688 Permit. No: 808-0188 Type.: EIJECTRICAIJ PERMIT Parcel No: 2103 - 014 - 1401- 6 SiEe Address: 1148 SA}IDSToNE DR VAIIJ IJocat,ion: VIEST AIID EIAST SfDES This Payment.: 1274.25 ********f **tf tt|t{'t****'t*'t ****'t'*'t*'i********l'******* ACCOUNT ITEM LIST: Account Code DescripE ion EP OO1OOOO31111OO EIJECTRTCAI' PER},!IT FEES WC OO1OOOO31128OO WILL CALL INSPECTION FEE Total Fees: i27 4 .25 Total AIJIJ Pnta: 5274.25 Balance: $0. 00 Current Pmts 27 0 .25 4.00 P." -ffi APPLICATIOT{ WILL NOT BE ACCEPTED IF IT{COMPIETE OR U! Proiect #: Building Permit # Electrical Permit #: 75 S.FrontageM. Val| Colorado 81657 CONTRACTOR IN FORMATIOT{ COMPLETE SQ, FqITAGE FOil.AREA OF ryORK AND VALUATION oF WORK (labor & llaterials) Town of Vall Reg. No': EIECTRICAL VALUATION : $AMOUNT OF SQ FT IN STRUCTUREI or vislt c{ pa'd saaelrc* WorkClass: ttew64 Addition( ) Remodelp| Repair( ) TempPower( ) other( ) ffion, Yes( ) No( )WorkType: Interior( ) E<terior( ) Bothp<) TrpeofBtdg.: Singeerlyl@mmerchl ( ). Restaurant( ) Other( ) l,la of Acmmmodation Unlts in this buiHing: a Fire Alarm ExisE Y **************rr************************FOR OFFIICE USE OIILY*******************it***************** +714,25 r 1r?1/?nnq $oa- o \81 c&Ftecn HEPWORTH PAWLAK GEOTECHNICAL April?4,2OOB Dabney Pierce 3600 Inverness Drive Houstorl Texas 77019 Job No. 106 l0l7 Subject: observation of uphill rrench Excavation, Renovation of Existing Residence, Parcel 14, Casolar II, | 148 Sandstone Drive, Vail Colorado Dean Ms. Pierce: As requested by Brian Blomquis with rlID colorado, a representative of Hepworth- Pawlak Geotechnical, Inc. observed the excavation at the zubject site on Aprit 18, z00E to evaluate the soils exposed for foundation support. The findings of our observations and recommedations for the foundatiur design are presented in this report. we previously conducted a subsoil shrdy for design of fourdations at the site and presented our findings in a rcport dated February zE,ZW7,Job No. 106 1017. At the tirne of our visit to the site, an eight foot wide fterch excavation on the uphill, north-northeast side ofthe exising house had been crrt in one level about 14 feet below the adjacent ground surface. The soils exposed inthe bonom ofthe excavation consisted of relatively dense, silty, clayey sandy gravet with cobbles. No free water was errcountered in the excavation and the soils were moist. The subgrade had been compacted. The soil conditions exposed in the excavation are consistent with ihose previously errcountered on the site and suitable for zupport of spread footings designed for the recommended allowable bearing pressure of 2,500 psf. The bearing soils should be protected from frost and concrcte should not be placed on frozen soils. Other recommendations presented in our previous report which are applicable strould also be observed. EGtr[VE .!,, i-,i i:L\ irr'tl APR 2,r 2008 TOWN OF VAIL Dabney Pierce April24, 2008 Page 2 The recomrnendatbns subsdtted in this lener arc based on our obrcrvation of tlre soils expod within the foundation excavation ald the previous limited strbsurface exploratbn at tbe site. Variations in tlre subourface conditiom below the excavation could increase tlte risk of foundation fiDvemetrt. sre should be advisod of any variations encoudered in &c excavation conditirns for p,ssfole cbanges to reconrendations coneairpd in tlris leter. If 1ou have any rpestions or need firrtlrcr assistancg please call our office. Sincerely, HEPWORTH - PAWLAK GEOTCHNICAT, INC. DEH/ksw Galq A. Aashland tuchirecr Law Offices of Margaret Hmbn - Atta M4 Hmlon THD Color& -Ath: TM* Hubbard (e-rnail) Monro+Newell Engineers- Attn: Harrrcs Spaeh Job No. I(b lOlT cstectr TOWN OF VAIL DEPARTMENT OF COMMTJNTTY DEVELOPMENT 75 S.FRONTAGEROAD vArL, co 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: 807-0189 , !.- Project # PRJ06-0493 l) oc' o ) )r Job Address: I148 SANDSTONE DR VAIL Starus. . . : TSSUED Location.....: 1148 SANDSTONE ROAD Applied . . : 0612712007 Parcel No,..: 210301414016 Issued . .. : 0310412008 Expires . ..: 0413012008 OWNER PIERCE, DABNE PENICK 06/27/2007 36OO ]NVERNESS HOUSTON TX 770L9 AppLrcANT TB CONSTRUCTTON LLC 06/27/2007 phone: (970) 390_9896 2121 N. FRONTAGE ROAD #2].8 coLoRADO 81557 License: 853 -B CONTRACTOR THD COLORADO rNC 02/or/2008 phone: (9701748-0852 PO BOX 8338 AVON co 81520 License: 280-A Descriotion: REMODEL OF RESTDENCE TIIRN DUPLEX INTO SINGIJE FAMILY RESTDENCE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: 2,1 70,000.00 Revision Valuation: $ 16,270.00 Total Sq Ft Added: 250 * * * * * + *,* * *,t it rt l i * t t * t * * * * * * '*,r *,f + * )t+ Building----> $9,94 1.30 Restuarant Plan Review-> $0.00 Total Calculated Fees-> $ 16,714.65ptan check--> $6,461.85 Recreation Fee----_-___-_> $g7.50 Addjlional Fees-__--_*> $0.00lnyestigation-> $0.00 TOTAL FEES-----------> $16,714.65 Total permit Fcc_____> 915,214.65 Will Call----> $4.00 payments----------> $16,714.65 BALANCE DUE-----+ $O.OO Approvals:rtem: 05100 BUILDING DEPARTMENT 07/27/2OO7 jplano Action: Ap LL/OI/2007 jplano Action: Ap New sheets 52 and 56, foundation redesign with micro piIes, 2 hour of plan erview due o2/29/201e jplano Action: Ap Complete new structural- plans approved, need new detail for f irepJ-ace 04/04/2oog jplano SUPPORT APPROVED, NEW PLAN REVIEW DUE Action: AP STRUCTIIRAIJ SHEETS NEW FIREPLACE APPROVED. 2 HOI'RS Item: 05400 PLANNING DEPARTMENT 06/29/2007 bgibson Action: Ap Lo E-2 L1,/ o1/ 200'7 bgibson revisions approved by Plano. Item: 05600 FIRE DEPARTMENT O7 / 1-O / 2OO7 DRhoades noted: I hereby acknowledge that I have and state that all the information Town ordinances and state laws, approved, International Building REQUf,STS FOR INSPECTION SHAI,L BI] MADE TWENTY.FOUR 4 PM. SICNA Action: PA planning. of f ice Acti-on: AP office set routed foundation set routed to ,John Approved as Monitored fire alarm system required. Must compfy with NFPA 72 (2002 ed.) and Town of Vail Standards. Item: 05500 PUBLIC WORKS 07 /L9/2007 gc Acrion: Ap See the Conditions section of this Document for any that may apply. DECLARATIONS read this application, filled out in full the information required, completed an accurate plot plan, as required is correct. I agree to comply with the information and plot plan, to comply with all and to build this structure according to the towns zoning and subdivision codes, design review and Residential Codes and other ordinances of the Town apDlicable thereto. T 479-2149 OR AT OUR OI-FICE FROM 8:00 AM . NTRACTOR FOR HIMSELF AND OWNER '}:|.*+,|.,k,t,****+++**'k*'|.,t****,l*'|.**,|.*:t.**,l*'t**'i+*++'t*'t.**'i***+,i*tt.,t*'|.********'t!t****{.:*'t.'}****|}**{.**** CONDITIONS OF APPROVAL Permit#: 807-0189 as of 04-16-2008 Status: ISSUED *.:t********+***,1.*,1.*+++,t ***t*******************'t**,tt*****,t *,t *******,t*i.,t {. ,t + + + * * * {. * dr * * {i * :t !t *,i,t!*1.*************t Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 06/27/2007 Applicant: TB CONSTRUCTION LLC Issued: 03/04t2008 (970) 390-9896 To Expire; 0413012008 Job Address: I148 SANDSTONE DR VAIL Location: I148 SANDSTONE ROAD ParcelNo: 210301414016 Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMILY RESIDENCE ti****************************+,t*{.******:t t!,r,t ****,t *+ COnditiOnS +******++********++***+d.1.'t'r.***:r*+***,i.**,i*:r.*:} Cond: 12 (BLDC.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: l6 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R3I3 OF THE 2OO3 IRC. Cond: CON0009573 Structural Engineer to review micro pile installation reports and supply the inspector a letter verifoing design critera has been met Cond: CON0009801 New structural drawings approved revision date 2/15/08, new detail required for fireplace support by framing inspection *******:l'***********l*******ttttt******!i*!r!r***********r**r****r*t****************{.*r.t **t***** TOWN OF VAIL, COLORADO Statement + * * * * * * t * * * * * * * * * * * * * * * * * * * * * * * * * **++t+f + t + * t t * a t t t * t * + * * * * * + * * + * + + t + t * * * a t t * t * * * * * * * * + + + t + t Staternent Number: R080000474 Amount: g110.OO 04/L6/2OOB10:58 AM Palnnent Method: Check Init: DDG Notation: THD Construction Check 2?93 Permit No: 807-0189 Tlrpe: ADD/AL,,T SFR BUIIJD PERMIT Parcel No: 2103-014-1401-5 site Address: 1l"48 SAMSTONE DR VAIL Locat.ion: 114 8 SANDSTONE ROAD TotaL Fees: s16 .71"4.65 This Payment: $L10,00 Total ALL pmtsr $16,714.65 Balance: So. oo ****+******** *******:i'l **** *ttt ttl i * l' * ****'a*****t**++*+++*a***a+*+******* ****** * * * * * * ******** ACCOUNT ITEM LIST: Account Code Description Current Pmts PF OO1OOOO31123OO PI"AIiI CHECK FEES 110.00 c&Ftecn HEPWORTH . PAWLAK GEOTECH N ICAL March 10, 2008 Dabney Pierce 3600 Inverness Drive Houston, Texas 77019 Subject: Dear Ms. Pierce: As requested, arepresentative ofHepworth-Pawlak Geotechnical, Inc. observed general conditions and micropile installation at the subject site on February 2ge and 29d', 200g. The findings of our observations are presented in this report. We previously conducted a subsoil study for design offoundations at the site and presented our findings in a report dated February 28, 2008, Job No. 106 1017. At the time of our first visit to the site several mimopiles along the south wall had been installed. Installation had ceased due to warming causing slougbing of the north trench wall. Shotcrete was used to stabilize the trench wall and micropile installation was to resume on February 29, 2008. The site was muddy and water was pooling in the northeast excavation from melting snow. Drillers stated that water would not compromise the pier as grout was pumped intemally displacing any surface water. A subsequent visit was made on Februmy 29,2008 to monitor micropile installation. Drilling began in the northeast corner after pumping out existing water. cooler moming temperatures and snow removal limited water infiltration during morning installation. After installation, the northeast excavation had 1 to 2 feet of grout. The four micropiles in the northeast excavation and two micropiles in the south wall excavation were completed during the day. subsurface conditions consisted ofsilty, clayey sands and gravels with scattered cobbles and boulders based on drilling conditions. observed micropiles were installed to a depth of 29 to 30 feet below the bottom of the excavation in dense to very dense material and were grouted to the surface. l,r\,. 9li''!)1i. \J i,+ .rrr.rrl 1r1,g.,,!1,1 it{\ rr\ lr, { rrr 13o? - oltt JobNo. 1061017 Observation of Micropile Installation, Renovation of Existing Residence, Parcel 14, Casolar II, I I48 Sandstone Drive, Vail, Colorado l'.rrl., r lr'l-s+l-:l l!r c 5ri,, t t Ilrr rr tr.''.lJr.r"Ji 5' I gStl l, I ' Dabney Pierce March 10, 2008 Page 2 According to our observations on February 29, 2008, soil oonditions and micropile installation appears suitable for foundation support. we understand the micropiles are desigrred for a total load of 70.gps each. A full drillers report and site plan for all completed piers should be provided to Hepworth-pawlak Geotechnical for review and fural foundation analysis forthe proposed residence Ifyou have any questions or need firther assistancg please call our office. Sincerely, HEPWORTH _ PAWLAK GEOTCHNICAL. INC. 5* w p4d,*AL@ Scott W. Richards Reviewed by: SWR/vad Galen A. Aashland, Architect Law Offices of Margaret Hanlon - Attn: Meg Hanlon THD Colorado - Attn: Trent Hubbard (e-mail) Monroe-Newell Engineers - Attn: Hannes Spaeh Daniel E. Hardin P.E. Job No. 106 1017 c&eecrr lfitr G0ffirnuGil0t Gorrmw 15969 S. Golden Road Golden, CO 80401 Phone: 30t-974-3007Fax: 303-97.f.3007 March 10,2008 To: THD Colorado, LLG PO Box 8338 Avon, CO 81620 Attn: Trent Hubbard Re: 1148 Sandstone Drive, Vail, Colorado - ilicropile Foundation System Trent, ln February and March of 2008, HTM Construction Company installed 2 Sacrificial Test piles and 30 production piles for the Pierce Residence, located in Vail, CO. The test anchors were installed and tested on February 21,2008 and were tested on February 25, 2008. The results of the test verified the assumptions for the design of the micropiles. The production micropiles were installed per the plans and specifications and will meet the structuralengineers required load schedule. lf you have any questions, feel free to contac{ me. ffi#w R#i:3*q TOWN OF VAIL DEPARTMENT OF COMMLINITY DEVELOPMENT 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT PCrMit #: 807.0189 Project # PRI06-0493 Job Address: l14E SANDSTONE DR VAIL Status . . . : ISSUED Location.....: 1148 SANDSTONE ROAD Applied . . : 0612712007 Parcel No...: 210301414016 Issued. .. : 03104/ZOO9 ?RTCC -61{q 3 Expires . ..: o4/30l2}Og OhINER PIERCE, DABNE PENICK 06/27/2001 35OO INVERNESS HOUSTON TX 77079 AppLrcANT TB CONSTRUCTTON LLC 06/27/2007 phone: (9?O) 390-9896 2].21 N. FROI\TTAGE ROAD #218 VAIL coLoRADO 8l-557 License : 853 -B CoNTRACTOR THD COLORADO rNC 02/01/2008 phone: (970)748-0862 PO BOX 8338 AVON co 81_620 License: 280-A Descriotion: REMODEL OF RESIDENCE TURN DUPLEX ]NTO STNGLE FAMILY RESIDENCE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: 2,170,000.00 Revision Valuation: $16,270.00 Total Sq Ft Added: 250 ******,r*,tr:ir**'tl.* Building_.--> $9,941.30 Restuarant plan Review-> $0.00 Total Calculated F€es-> $16-604.65 Plan Check--> $6,461.85 Recreation Fee----------> $87,50 Additional F.ees------> $0.00Investigation:> $0,00 TOTAI FEES------+ $t6,604.65 Tohl permit Fec----> $16,604.65 Will Call---> 54.00 payments-----; $16,604.65 BALANCE DUE..--> $O,OO Approvals:rtem: 05100 BUILDING DEPARTMENT 07/27/2007 jplano Action: Ap 7L/01/2007 jplano Action: Ap New sheets 52 and 56, foundation redesign with micro piIes, z hour of plan erview due 02/29/2OOg jplano Action: Ap Complete new structural plans approved, need new detaiL for fireplace support. Item: 05400 PIJANNTNG DEPARTMENT 06/29/2OO7 bgibson Action: Ap to E-2 Lr/07/2OO7 bgibson revisions approved by plano. rtem: 05600 FIRE DEPARTMENT Oi /LO/2007 DRhoades noted: Action: PA foundation planni-ng. office set routed office set routed to .Iohn Action: AP Approved as Monitored fire alarm system required. Must comply with NFPA 72 (2002 ed.) and Town of Vai] Standards. rtem: 05500 PUBLIC WORKS 07/19/2007 gc Action: Ap See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with alt 'l-own ordinances and state laws, and to build this strucfure according to the towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR 4 PM. INSPf,'CTION SHAI.L BE MADD TWENTY-FOUR HOURS IN Al)vANC{ BY TELEPHONE AT 479-2149 OR AT OtlR OFFICE FRoNt 8:00 AM . OF OWNEROR CONTRACTORFOR HIMSELF AND OWNERSIGNATURE ******+*****'***'1.*:F**********+******,t **+*******+*+**+**:t*+*+!t**+**:t **ir*:k***********,1.***'t***'t *'t ****'t *'&**** CONDITIONS OF APPROVAL Permit #: 807-0189 as of 03-04-2008 Status: ISSUED**:1.*1.***,1*****'i***'ltl.*******++****+**'l*****+***'t *+*****iF*'t+**+*******'******{.*,t **,t *:t *{.*****)t **:Ft'i********* Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 06/2712007 Appficant: TB CONSTRUCTION LLC Issued: 03/0412008 (970) 390-9896 To Expire: 04/30/2008 Job Address: 1148 SANDSTONE DR VAIL Location: 1148 SANDSTONE ROAD ParcelNo: 210301414016 Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMILY RESIDENCE *:t*********************:*+,N,,t+******!F*rt************* COnditiOnS ,r. * ,t + * :r. * * * * * x. r. ,t * r. * !r< * * 't * :r. * * * * rt ******++'t *:k:t * '** 't Cond: l2 (BI,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: l6 (BLDG.):(SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R3I3 OF THE 2OO3 IRC. Cond: CON0009573 Structural Engineer to review micro pile installation reports and supply the inspector a letter veri$ing design critera has been met Cond: CON0009801 New structural drawings approved revision date 2/15/08, new detail required for fireplace support by fiaming inspection *'||*'1.*'l'**{.***t*t*i'**r'***'}t'*****{'*****t****|*{r*****'t*r(*{.*,r{*rr***I*{*t't******r*****t*rr'*,*******ri TOWNOFVAIL, COLORADO Statement * + * * * * * * * * * * * * l * f i********+**+*l*t****+***+ll****al * ** * '* * * *f { * 't * * * I **'i**** ********** * * * * * * * lt StatemenE. Number: R080000240 Amount: 9102.39 03/04/2OOg:.1 :0? AM Payrnent Method: Check Init: DDG Notation:TIID 47 55 Permit No: 80?-0189 Tyf)e: ADD/AIJT SFR BUIIJD PERMIT Parcel No: 2103-014-1401-6 Sit.e AddreEs: 1148 SANDSTOITE DR VAIL Location: 1148 SANDSTONE ROAD Total. Fees: ToTAI AI,IJ Pmt s : Balance : This Payment :$r.02.39 **lt**+**++ 'r'{' * * **i*'r * * + { * * * {' *f | {' * * * * +*** * ** ++ * f,*** {' * f t r * * * + * * * * * * * * * 'f * * * + | + * * * * * + | + * * * * * + f, + * ACCOLINT ITEM LIST: Account Code Descript ion a\rl.ra?rl- Ittn|. a $15, 504 .55 $15',, 504 . 5s $0.00 62 .05 40.34 BP 00100003L11100 PF 0 010 0003112 3 00 BUILDTNG PERMIT FEES PIJAN EHECK FEES *m$i olsl 75 S. Frontrage Rd. Vail, Colorado 81657***All Revision submittats must inctude the Fietd Set of approved ptans. No furthertFPpEJioZlgB will be performed until the revisions are approved. "** i ^ _ .,^ CONTRACTOR INFORMATION J 31bffi COMPLETE EVALUATIONS FOR BUILDING PERMIT & Materials REVTSEDAMoUNT: s lbAO ELECTRICAL:$OTHER:$ PLUMBING:$MECHANICAL:$REVISED rorAl: $\LL1O For Parcel # Contact .llssessors Office at 970-328-8640 or visit Zlosol+l +ot t Job Name: lpetJr ?&N\DD6-JobAddress: [\tfg 5il'\]Dt'foN{r €D subdivision: C t#Ljr VAIL i Ur^frrlD$o A1 a\$apl.CatntfrToGl .lf0 Drruu A(2 uNDtl- SvajcruL€, FIT \^ r49o PlLe Addition( ) Remodel( )( ) Demo( ) Other( ) WorkType: Interior( ) Ederior( ) Both EHU exist at this location: Yes ( ) No Type of Bldg.: Single-family |\) Two-family ( )( ) Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building:No. of Accommodation Unib in this building: No/Tvpe of : Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burni : Gas Aopliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burnino (NOT ALLOWED |l*|s***lt**********|l**ri**|b'.***************t***FoR OFFICE USE ONLY**ffi**ff*ffi**ffi**tH*,'lrlt Flcdev\FORMS\Permits\Eluilding\building_revision_4-1 8-2007.doc \L Page 1of 1 n tf,Z ?a 1t-t t- .l )4/18n007 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGEROAD vArL, co 81657 9'70-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: 807-0189 Project # PRI06-0493 Job Address: I148 SANDSTONE DR VAIL Status . . . : ISSUED Location.....: I148 SANDSTONE ROAD Applied . . : 0612712001 Parcel No...: 210301414016 Issued...: 1110212007 Expires...: 04/3012008 ohrNER pfERcE, DABNE PENICK 06/27/2007 3600 TNVERNESS HOUSTON TX 170L9 APPI-,ICANT TB CONSTRUCTION I-,I-,C 06/27 /2007 Phone: (970) 390-9896 2121 N, FRONTAGE ROAD #2]-8 V A -L l-.r coLoRADO 8r_6s7 Li-cense: 853-B CONTRACTOR THD COLORADO INC 02/0I/2008 Phone: (97O\748-0862 PO BOX 8338 AVON co 8L620 I-,icense: 280-A Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMILY RESIDENCE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: 2,170,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 250 :f* *+t +rt:! r' a:i '1.:l a *:t Building---> $9,879.25 Restuarant Plan Review-> $0.00 Total Calculat€d Fees-> $16,502.26 Plan Check--> $6,421.5 I Recreetion Fe€--------> $87.50 Additional Fees------> $0.00 Investigation-> $0.00 TOTAL FEES-----.--> $t6,502.26 Total Permit Fee----> $16,502.26 Will Call---> $4.00 Payments-------7 $16,502 26 BAI ANCE DUE------> $O.OO Approvals:Item: 05L00 BUILDING DEPARTMENT O7/27/200'7 jplano Action: AP lt/0t/2001 jplano Action: AP New sheets 52 and 55, foundation redesj-gn with micro piles , 2 howr of plan erview due Item: 05400 PIJANNING DEPARTMENT 06/29/2007 bgibson Action: AP office set routed to E-2 lL/oI/2007 bgibson revisions approved by Plano. ftem: 05500 FIRE DEPARTMENf 0t /I0 /2007 DRhoades noted: Action: PA planning. off ice Action: AP foundation set routed to ilohn Approved as Monitored fire alarm system required. Must compfy with NFPA 72 (2002 ed.) and Town of Vail Standards. Item: 05500 PIIBLTC WORKS 07/19/2007 gc Action: AP See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information 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 towns zoning and subdivision codes, desigr review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWEN'I'Y.FOUR HOURS IIi AT OUR OFFICE I'ROM 8:00 AM . 4 PM, :l.k SIGNATURE OF OWNER OR CONTRA +***{.**.** ** {.*{. t'*'fi**** *+ * +*'f + * ++,i* 'lr *'t '1.* {. +*++* +**+ * *{. *+ * +'t *'}*,t*'**********'f **+!t *,f *f 't *,t*+*+**+*++,t +'t *;t{.** +* * CONDITIONS OF APPROVAL Permit #: 807-0189 as of 02-05-2008 Status: ISSUED t **,f 'tr *,t **!&***,t t*,t i,t ,t * *+d.** * *,t **'i***'|*rt'|**************************,|:**x(*,|**********+*****:+******t**+*t:t,t ** Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 0612712007 Applicant: TB CONSTRUCTION LLC tssued: Il/021200j (970) 390-9896 To Expire: 04130/2008 Job Address: I148 SANDSTONE DR VAIL Location: Il4SSANDSTONEROAD ParcelNo: 210301414016 Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINCLE FAMILY RESIDENCE ******* ** ***** 'i:i,f * 'i** ** * +* ++ 't *'1. '** *** **,*** ******+,* * COnditiOnS **!r.*,r.**:r.+***** * ** ** * ** ******* * ** ** * +t ** ***** Cond: l2 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R3I3 OF THE 2OO3 IRC. Cond: CON0009573 Structural Engineer to review micro pile installation reports and supply the inspector a letter verif,ing design critera has been met TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGEROAI) VAIL, CO 8r6s7 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADDiALT SFR BUILD PERMIT Permit #: 80?-0189 Project # PRI06-0493 Job Address: 1148 SANDSTONE DR VAIL Status . . . : ISSUED Location.....: ll48 SANDSTONE ROAD Applied . . : 0612712W7 ParcelNo.,,: 210301414016 Issued. .. : ll/02/20f7 Expires. ..: Ml30l2W8 or,'rNER PIERCE, DABNE PENTCK 06/27/2007 36OO INVERNESS HOUSTONTX 770t9 APPLICAN| TB CONSTRUCTIoN LLC 06/27/2007 Phone: (970) 390-9895 2121 N. FRONTAGE ROAD #218 VAII, eorJoRADO 81657 I-,icense : 853 -B COITTRACTOR TIID COIJORADo IIIC 02/OL/2OO9 phone: (97orz4a-o862 PO BOX 8338 AVON co 81520 Lricense: 280-A Description: REI,IODEI. OF RESIDENCE TIIRN DUPLEX II{TO SINGI,E FAMILY RESIDEI{CE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: 2,170,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 250 Building---- > $9,819.25 Restuarut Plan Review- > $0.m Total CalculaEd Fees- > $16,592.26 Plan Check--> $6,421.51 Recreation Fee-------> $&7.50 Additional Fees-----> $0.00 Inv€stigation- > $0.00 TOTAL FEES----------> $16,5@.25 Toral Permir Fe€------> $f6,502.26wilcarr--'-> $40o gp;-;;;--:---i ttot$.ffi Approvals: ItEM: O51OO BUIIJDING DEPARTTI{ENI 07/27/2007 jplano Action: Ap 1-1/Ot/2O07 jplano Action: Ap New sheets S2 and S6, formdation redesign hrith micro piles, 2 hour of plan erview due IIEM: O54OO PI,ANNING DEPARII{EIflT 06/29/2007 bgibson Action: Ap office aet routedto E-2 1-1/oL/20O7 bgibson Aetion: pA foundationrevisions approved by planning - office set routed to itohn P1ano. Item: 05500 FIRE DEPARTMENT *i.*,k*******,t****{.***{.***it***'i*****t!*,f *****1.*i**,f *********+*:F*******:{.t*'******{.rk*,t'tt,t *********:t+,t**********:F CONDITIONS OF APPROVAL Permit #: B07-0189 as of 02{8-2008 Sratus: ISSUED d<****!**r***!k**************:t'f ,t *:******,!*******:F******'r************:r*{.*********!t:t*,*!t*******:[:f *******1.*:t:t*r.:F* Permit Type: ADD/ALT SFR BUILD PERMIT Applicant: TB CONSTRUCTION LLC (970) 39G.9896 Job Address: 1148 SANDSTONE DR VAIL Location: 1148 SANDSTONE ROAD ParcelNo; 210301414016 Applied: O6lnlzWj Issued: Il/02/2007 To Exoire: 04130/2W8 Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMILY RESIDENCE **'t!s*********************************t *****{.**d.*** COnditiOnS 1.t!**!***,t*****************:f *******:t *:t ***1.*d.** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQLJIRED PER SECTION R313 OF THE 2OO3 IRC. Cond: CON0009573 Structural Engineer to review micro pile installation reports and supply tlrc inspector a letter veriffing design critera has been met .o7/Lo/2oo7 DRhoades noted: Action: AP Approved as Monitored fire aLarm system required. Must comply with IIFPA 72 (2002 ed.) and Town of Vail Standards.Item: 05500 PITBIJIC WORKS o7/L9/2007 gc Action: Ap**t*t+*:l*+****+:F r See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information 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 structrre according to the towns zoning and zubdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. NEQI'ESTS F1OR INSPECTION SIIALL BE MADE TWENTY-FIOTJR HOTJRS IN AT 479-2149 OR AT OUR OFFICE IROM E:lXl AM-4 PM. SIGNATURE OF OWNER OR CONTRA AND OWNER Lw, January 25, 2008 Mr. Charlie Davis Chief Building Official Town of Vail Re: Pierce Residence-l148 Sandstone Drive Buildins Permit # 807--189 Dear Mr. Davis: This letter is written to confirm that as oftoday's date, Jarnrary 25,2008, TB Construction is no longer the General Contractor of record on the captioned propedy. TB Construction acknowledges that the firm of THD Inc.has been engaged b-v the Pierces to act as General Contractor from this day forward. lVith this lstte1 TB Construction LLC requests that the Town of Vail transfer Building Permit # 807-0189 and the Associated electrical/mechanicaUplumbing and any otier associated permits and approvals to THD lnc. Ttrank you for your attention to this matter. Sincerely, 7/ t 4.--y' To*M"r", / TB Construction LLC cc: -Nlk. Galen Aasland cc: Mr. Trent Hubbard lE) hI .T Ec-lvtr oril#'dihr Depafunent of Community Development Building Safety and Inspection Services 75 South Frontage Road VaiL Colorado 81657 970-4n-2138 FAX 970479-2452 www,uailgov.mm UA-org? January 15, 2008 Mr. Galen Aasland Architects P.C. P.O. Box 383 VailCo 81658 Re: Pierce Residence 1148 Sandstone Dr. B.P. 807-0189 Dear Mr. Aasland, This correspondence is to document and confirm a phone conversation we had on January 15, 2008 regarding the above mentioned building permit and expiration date. Through my research of the Town's files, this permit was originally issued on 7 12712007 . Prior to the building permit expiration date, revised plans were re-submitted to the Town for a second plan review. This plan review was completed and the building permit was re-issued on L110212007. Per the 2003 International Residential Building Code, section R105.5; the revised building permit is valid for 180 days from the date of re-issue. Building permit 807-0189 is valid until 4/30/2008. I have enclosed a new copy ofthe permit for your use that shows the expiration date of4l30i2008. Please contact me if any fufther assistance is required. Chief Building Official Town of Vail 970-479-2142 Department of Community Development Euilding Safety and Inspection Seryices 75 South Frontage Road Vail, Colondo 81657 970479-2138 FAX 970479-2452 www.vailgov,com January 15, 2008 Mr. Galen Aasland Architects P.C. P.O. Box 383 VailCo 81658 Re: Pierce Residence 1148 Sandstone Dr. B'P. BO7-0189 Dear Mr. Aasland, This correspondence is to document and confirm a phone conversation we had on January 15, 2008 regarding the above mentioned buiHing permit and expiration date. Through my research of the Town's files, this permit was originally issued on 7 12712007 . Prior to the building permit expiration date, revised plans were re-submitted to the Town for a second plan review. This plan review was completed and the building permit was re-issued on tL10212007 ' Per the 2003 International Residential Building Code, section R105.5; the revised building permit is valid for 180 days from the date of re-issue. Building permit 807-0189 is valid until 4/30/2008. I have enclosed a new copy of the permit for your use that shows the expiration date of 413012008. Please contact me if any further assistance is required. Chief Building fficial Town of Vail 970-479-2t42 TOWN OF VAIL DEPARTMENT OF COMMUNIry DEVELOPMENT 75 S,FRONTAGEROAD vAlL, co 816s7 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: 807-0189 Project # PRJ06-0493 Job Address: 1148 SANDSTONE DR VAIL Status . . . : ISSUED Location.....: 1148 SANDSTONE ROAD Applied. . : 06/2712007 Parcel No...: 210301414016 Issued . .. : 1l/02/2007 Expires . ..: 0I/23/2008 OhINER PIERCE, DABNE PENICK 06/27/2007 3600 INVERNESS HOUSTON TX 710L9 APPLICANT TB CONSTRUCTTON LLC 05/27/2007 phone: (970) 390-9898 2121 N. FRONTAGE ROAD #218 VAIL coIJoRADO 816 5 7 License: 853-B CoNTRACTOR TB CONSTRUCTTON LLC 06/27/2007 phone: (9tO) 390-9895 212]. N. FRONTAGE ROAD #218 VATL coLoRADO 81657 I-,icense: 853 -B Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMTLY RESIDENCE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: 2,170,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 250 ,i * t *t +++ +:f:t:l rt+ + + + ** +* * **:! ** * * * t + +* Building-----> $9,879.25 R€sruarant Plan Revicw-> $0.00 Total Calculatcd Fe€s-> $16,502,26 Plan Check-> $6,421.51 Recrcation Fee---------> $87.50 Additional Fees--------> $0.00InYestigation--> $0.00 TOTAL FEES------------> 516,502.26 Tolal permit Fee----> $16,502.26 Will Call----> $4.00 payments---------------> $16,502.26 BALANCE DUE----> $O.OO Approvals:Ifem: 05100 BUILDING DEPARTMENT 07 /27 /2007 jplano Action: Ap 11,/01-/2007 jplano Action: Ap New sheets 52 and 55, foundation redesign.wi.th micro pi1es, 2 hour of plan erview due Item: 05400 PLANNING DEPARTMENT 06/29/2007 bgibson Action: Ap office set routed to E-2 1,L/ 07/2007 bgibson revisions approved by Plano. Item: 05500 FIRE DEPARTMEMT 07 /L0/2007 DRhoades rr a\f arl . Action: PA planning. of fice Action: AP foundation set routed to ,fohn Approved as Monitored fire al-arm system required. Must comply with NFPA 72 (2002 ed.) and Town of Vail Standards. Item: 05500 PUBLIC WORKS O7/I9/20O7 gc Action: Ap See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot ptan, and state that all the information 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 towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPEC'IION SHALL BE MADE TWENTY-FOUR IIOURS IN ADYANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM . 4 PM. OF OWNER OR CONTRACTOR * ***** *******:k**'f 'l*++****,t +!t,t **++,t****,i*++*,t **!r*i(**************{.*{.**,t++**,t,r***{.*{.,f ******,t*******{<*{.*,i*** CONDINONS OF APPROVAL Permit #: 807-0189 as of I l-02-2007 Status: ISSUED*************++******!i*{.****+**+**{.*+******+*,i*'r*****+;*{r*{,.f*************:t,t+++{r***+dr*!t{.*****+**t*****:t,t** Permit Type: ADD/ALT SFR BUILD PERMIT Applied: Q6lZ7/2007 Applicant: TB CONSTRUCTION LLC Issued: lt/02/2001. (970) 390-9896 To Expire: 0t/2312008 Job Address: 1148 SANDSTONE DR VAIL Location: I148 SANDSTONE ROAD ParcelNo: 210301414016 Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINGLE FAMILY RESIDENCE ********t*********+***1.++****!t *+*** ++ + +* *** **++:t*{. COnditiOnS * * ++ ******+* *ri +* * ** *** ******* ** **{. **'t+:F,tt **** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FoR CODE COMPLIANCE. Cond: l6 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R3I3 OF THE 2OO3 IRC. Cond: CON0009573 Shuctural Engineer to review micro pile installation reports and supply the inspector a letter veri$,ing design critera has been met *x.* r'1.*{r*t! * * {t * * * ********* {. 'l 'l ****:t't***t'*****+*t*t't****rr:t:}t************'t***'i*,t*+*+tt+++tt'tttt'| TOWN OF VAIL, COLORADO Statement * + + {' { * * * * * * {' * * * 't * * * * * + * * t + * + * I * * * * * * t' * *****{'*{'*****+t+ttt++++*****ar*++*****a*t**********a** Statenent Number: R0700024lG Amount: 9111.00 tt/02/ZOO7]-1 :10 AM Pa)ment Method: Check hit: LT Notation: TBconatruction / #11s0 Permit No; 807-0189 TIT)e: ADD/ALT S FB. BUIIJD PERMIT Parcel No: 2103 - 014 - 1401- 6 Site Address: 1148 SAMSTONE DR VAIIJ Location: 1148 SAfiIDSTONE ROAD Total FeeE: $15,502.25ThiE Palment: gtlX.oo Total J{IJIJ pmts: #L6,SO2,25 Balancer S0,00 l.**1*'i'lr**** 'r 'tr ** *i(********{. t rt+**!rt *||!r!r!r*****tt**tttitrt't't{*******'t|{f * * * ,t * ,r ,r t * * * * * ,t i i ,t * t t t | | | ACCOTJNT ITEM LIST: Account Code Description Current pmts PF OO1OOOO31123OO PI,AN CHECK FEES WC OO1OOOO31128OO WIIJL CA]'L INSPECTION FEE 110.00 1.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Be?- O/ 89 REVISION TO TOWN OF VAIL BU ILDING PERMIT Separate Permits- are required for electrical, plumbing, mechanical, 75 S. Frontage Rd. Vail, Colorado 81657***All Revision submittals must include the Fietd Set of approved plans. No fu will be performed until the revisions are approved. *** CONTRACTOR INFORMATION 70 -sqb. A : JOE, JR, CHARLIE,GREG,CHRIS COMPLETE EVALUATIONS FOR BUILDING PERMIT (Labor & Materials REVISED AMOUNT: $ELECTRICAL:$OTHER:$ PLUMBING:$MECHANICAL: $REVISEDToTAL:$ il// For Parcel # Contact Assessors Otfice at 970-328-8640 or visit toSo lc{ I .( Dl 6 Job Name: ?tgr.ce JobAddress:lt,l6 5 Subdivision: to*'lr* '4,,"*J*-h.nt!t: s',(s ,( WorkClass: New() Addition( ) Remodel Repair( ) Demo( ) Other( ) Does an EHU exist at this location: Yes ( ) NofQWork Type: Interior ( ) Exterior ( ) Both $,) Type of Bldg.: Single-family pt) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: Z : Gas AoDliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burn Gas Appliances (?J Gas Loqs (i ) Wood/Pellet ( ) Wood Bumins (NOT ALLOWED **********************il****#*********FOR OFFICE USE ONLY**s*:E******:r*'****:t**s*H******:r***:t****n Flcdev\FORMS\Permits\Building\building_revision_4-1 8-2007.doc Paseror1 ilftt.&4t18nO07 TOWN OF VAIL DEPARTMENTOF COMMUNITY DEVELOPMENT 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: I 148 SANDSTONE DR VAIL Status . . . : ISSUED Location.....: WEST AND EAST SIDES Applied . . : 0812812007 Parcel No...: 210301414016 Issued . . : 08/30/2007 Project No , ?RTCC -o ttC 5 Expires . .: 0212612008 OhINER PIERCE, DABNE PENICK O8/28/2OO7 35OO TNVERNESS I{OUSTON TX 77019 APPLICANT 'ftlNE CREEK ELECTRTC, INC. 08/28/2OO1 Phone: 97O-926-2O!4 P. O. Box 173 Edwards co 8]-632 License : 257 -E CONTRACTOR iIttNE CREEK ELECTRIC, INC. 08/28/2007 Phone: 97O-926-2074 P. O. Box L73 Edwards co 81632 License : 257 -E Desciption: TEMPORARYPOWER Valuation: $0.00 Square feet: 250 Permit #: E07-0202 Bo€ ds35 fB or -6 t8t1 s0.00 s54.75 954 .75 $0.00 Approvals:Item: 05000 ELECTRICAL DEPARTMENT va/ 16/ zuul snann Action: AP IteM: 056OO FIRE DEPARTMENT CONDITIONS OF APPROVALCond: 12 (BL,DG.): FIELD fNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information 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 towns zoning and subdivision oodes, design review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. Electrical-----> DRB Fec-----> lnYcstigation--> Will Call-----> TOTAL fEES--> $0.00 S0. oo 93.00 $s4.75 Total Calculated Fees*> Additional Fees-------> Total Permil Fee----> Payments-------------> BALANCE DtJE----> REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV 9 OR A'r OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER CONTRACTOR FOR HIMSELF AND OWNER * * * * l * * t * a + a a + + * + * I t t f, f, a a a + * f f f f,*lf f f,*+ + * + + + * + + * | | * *t**,i** 't't'i** * * {t {t 't* * l' ***{. * **t******* * * * * * * StatementTOWNOFVAIL, COLORADO * * * tt+ + + * + * + + + + I ++*t* * * * * + ***'t*'i:i**********t******t * * * * * * * * * * * * * * * * | | * + + * +* * * * * * * * *** 13 * * * * * * Statement Number; R070001729 Amount,: 954.75 OA/30/200102221 PM Pa)ment Method: Check Init: DDc Notat ion : 'June Creek electric 2075 Permit. No: EO7-O2O2 Tl'pe: EL,ECTRICAL PERMIT Parcel No: 2l-03-0L4-l-401-5 Site Address: 1148 SANDSTOIIE DR VAIL I,OCATiON: WEST AND EAST SIDES Total Fees: S54.75 This Payment: $54.75 Total AJ,I-, PmtE: $54.75 Balance: $0.00 ***************+**********************'********+*******'tt **'t ***|*******************i.:ii.**:r'r*** ACCOUNT ITEM LIST: Account Code Description Current Pmts EI.,ECTRICAI PERMIT FEES WTLL CALL INSPECTION FEE EP 00r.00 0 0311110 0 wc 00r-00003112800 5r. /5a nn 75 S. FrontageRd. Vail, Golorado 81657 4,;*-l t CONTRACTOR IN FORIIIATION 'Sffi l tbftL Tom ofVail Reg. No.;a57L qAntact Person and Phone #t:lkni*., 3?o- b7E-wilM{ Contractor Signature : A/ \t W COIIIPLETE SQ. FOOTAGE FOR AREA OF WORK AND VATUATION OF WORK (Labor & lrtateriats) AMOUNT OF SQ FT IN STRUCTURE:+eb ETICTRICAL VALUATION: $i5D efre,J) abne-robAddress: /1{f *rigb?e M. Uai D^P pz-rc-f' Work Class: NewfQ AddiUon ( ) Remodel ( ) Repair ( ) Temp power WorkType: Interior ( ) Hterior (A BoUt ( )Does an EHU odst at this location: Yes ( ) No ( ) TlOe of Bldg.: Singlefamlly Duplo< ( ) Multi-family ( ) Commercial ( ) Reshurant ( ) Other ( ) Does a Firb Alarm Exist Yes orulsft forPatel# *- il' tl ll l_ I F: \cdev\FORj,lS\PERMITS\Br.rllding\elecdcal_.p€rmtLf 1-23-2005.DOC Page 1 of 2 LU?ai2A0S ; Proairco, Inc. PO. gox 179 Mr. TomMeyer 2121 N. FrontageRoad, #218 Vail, CO 81657 wHrAT RTDGE. CO 80034 0179 ";':;;1' Q,ot oF- o db-ocPtv Re: Asbestos additional inspection in a duplex house. JOyaOf Vail Location: 148 E&W Sandstoneva',co ::::'"rnadu'rexhouse {t-Eip samplinglocations: C 0 PY On 4-28-07 scientist John Taylor took select building material samples inside the condo house.. The following samples were taken: West side main floor: 48W-20 Wall toxture, E. bedroon, W. wall, 5'up. 48W-21 Drywall, E. bedroorL W. wall, 5'up. 48W-22 Wall texture, kitchen closet, N. wall, 5'up. 48W'23 Drywall, kitchen closet, N. wall, 7' up. 48W-24 Wall texnre, living roonr" E. wall, N. end, 5'up. 2nd floor: 48W-25 Wall texhre, S. bedroom, W. wall, 5'up. 48W-26 Drywall, S. bedroonU W. wall5'up. 48W-27 Wall texture, hall junctioq center W. wall, 5' up. 3d level: 4EW-28 Wall torture, kid's bedroorq E. wall, 6' up. 48W-29 Drywall, kid's bedroorq E. wall, 6'up. East side Proairco. Inc. lower level: 48E-20 Sleet vinyl, powder roor4 at S. end. 488-21 Sheetvinyl, powder roonL at bathroom doorway. 488-22 Walltorture, powderroonq S. wall, l'up. 48E-23 Wall texture, E. bedroorq W. wall, 6' up. 488-24 Drywall, E. bedroo4 W. wall,6'up. main floor: 488-25 Ceiling texture, living room, E. side of ceiling. 48E-26 Drywall, living room, E. side ofceiling. 488-27 Ceiling texturg living roorn, N.W. comer of ceiling. front hallway: 48E-28 Wall texture, S. wall, at tiglrt switch. 2od floor: 488-29 Wall texturq S. bedroom, E. wall, 5' up. 48E-30 Drywall, S. bedroorn, E. wall, 5' up. 48E-31 Drywall mud, S. bedroom, N. wall, above light switch. Results of lab assay: See the enclosed report from Quantem Labs in Oklahoma City, OK. Results and Discussion: The sheet vinyl on the E. side, lower level, battroom hallway area (powder room) is positive for asbestos. 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If pubrrary er*dmotcgnhgtlb aotlcttwc6ploutfool t!3 io codill [| d t00#L1650. wo cminud&rrctt F hllot gdE rer'rdea Hbb l$orl bypovidlns &cdb*t optr oxpcirooc c m*.@aTErraco. cliil on &rvicc *ncy ma ru ce m nn' Yc lo* formrd to hcrfug ftcnn you necFccd{tn QnTtlvI libonFriec, U,C. ilililililmilil]11111ffiilffiffi I illrill lu lllil llfi llill llffi il ml $ro" tGts l{!|Hr P!rl( Ofi,. , Od$o|||. CB, Ol( t:ila0 , FG) 7t$tzz? I fu {ac'f lit4a Polrd"nd Ligbt Mlcroroogy Arbortor Anr$dr Roport QumTFMIdNo' ltl912? AccdNdcr: BAIS IbRccirsd: 0il0ll}flIi Rm'iv*lBy TatreDctttGt rHelnrhrlart (}Ii}1/200? Cfirot Pr,cittor Ir. 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Not hltGm enrbse 10 Skroe thl* ofrlric ooal' rycoo4ttcscrl|lhotffu rr4br{3ro*pbbftrdUi" FrIEM it rNvla? $.ndbd Tnd rd U-M $offi.v GScodq-loql'q qtt1E|s,* dt{ b 6'!'ce to[3Ee{ NVIAP rstdilorppxc@r.rrynapnffiolotidiiirluoons*zs-iur#uori,n"cttt6n dodi lrlrEo.l!ry-rys,lEdy ctrbrpldg.ndqgrat ryw1,cp --r arfro.fbos o6**'''n*, Tti E6 bry Dc bcrqro&cad acq1 h nT lM6c rrimqorrl oftuhbdstY.prr. 1 ofz ffi' tooi lLrlw prL Bh,. , qfitu|'r Ctt' o( 7s[2o , (.G) ilr7g't , k fl6f ]S"zlxill Prhr&ed Ligbt Mlsmmryy Arbstor AlrF* Ropert QultsMt*bNo. r49rn Accontlhmbcn 8215 moRDc.hd: ot0lzlxft R€aGiwdE[ T@saDetarlrf Dooenatyte ftsnlnWl AndyrdBy: Sr.lvHol&r lb|blhlo$.: EPA600/R.$/lf6 Pt'ojtct FloiadLocfu Wl*tnb€n futI DtlEripdm Plooeco' Inc. P.O. Bot 1?0 WbcdRitltP,C0 t0034 It4t W.8@dtrilc MA tvA Asb6i0A) Cfcc auagfffSqlaID Ctieitr SutfbID .:@! Nm.Ai.fios rsc(96) Arb@iltbtPttst Cdtdoted6y,2?HoootFsottt whiB Tdrsc wlb Trffic wuE Srrtrtr& i (l09 0lo 4EW.28 H@t.foffi {tw.3}HffiCll|mut Albosfirr Not ftlseot 9Il,i,frI C€ildc NwAullrd Ib odnt0dt uol* ci.,*n -rtd' 4u |*dF &c ef,'ui6' of S' rrob rva 'cct?tllL ft udvF1 QurlB||ltwlAPng&r|TEstndPtMhtrrtry(t.dcortc.!0.9.sEol.ItigI?6'E|Gu|yb|t!€pcciftitsE|lE'ld.Nvl.APr:ccdiffiirdcdr.-.vr"s.#J;rarA'iryayryzaaLf-drruiiailrcu*ore tarnstqrctcGdb chh po&ctd'ra tyXVurf r-y ig,,fityof mrF AowmJil -frtb diJ ot!' !d u r*rorfra q in fr4 r16oar fr' fiiE!4std offuhlcsf' Plll.zdZ No $qlolnBae l\.rrroalrc0, lnc. PO. Box 179 wHrAT RTDGE. co 80034 0179 (303) 458-0264 September 12,2:006 Mr. TomMeyer 2121 N. Frontage Road, #218 Vail, CO 81657 Re: Asbestos inspection in two basement construction areas (rooms). Location: l48W Sandstone Vail, CO Sampling locations: On 9-7-06 scientist John Taylor took select building material samples inside the two basement rooms undergoing renovation. The following samples were taken: 148-1 Overspray, E. room, on floor, S.E. area. 148-2 Overspray, E. room, on floor, S.W. area. 148-3 Drywall, E. roonq N. wall, center point, 4' up. 148-4 Drywall mud, E. room, N. wall, E. end,4' up. 148-5 Drywall, E. room, E. wall, 5'up. 148-6 Drywall, W. room, W. wall, at doorway,5'up. Rezults of lab assay: See the enclosed report from Quantem Labs in Oklahoma City, OK. Results and Discussion: No regulated asbestos was found in any ofthe materials sampled. Submitted By: .-2.edL>*o-( --\.-=t Jol-Taylor,lnsffaor !r;.li :lii i:]fiAl/ QuanTEMLabNo. 141736 AccountNl.Enbsr: 8215 DNte Rdceivcd- 09lt l/2006 Received By: Jeuifcr OBrien Dalc Anallzcd: 09/l l/2006 Analyzed By; Jeff Mlekush Metho<lology: EPA 600 iir r53it P , r.,': 2033 Hedhse F8ft Drive / qk$Drna cltt'l oK 731t0 i (.105) 756-727e / Frx (405) 76$266€ Polarizd Light Microscopy A$hestos Analyris Reporl QuonTEM Sample lD Clic:rt Sunple ltj CorEpo\ili,rn Clicat: Prolecr' Projccl. L0c*Li0u: Fro.iect Nurrber Color I DcrriFtion Proairco, Iuc. P.O. tsox 179 Whr':rt Ridgc, CO 148 Sandstone N/A r\i/A lLsbcilos (90) No{FAsbcstos Fibcr (%i 001 r4E-l Honngcncour Honr)gcncouR llonbge e0u6 t48-4 Hornrgsli;ous Honnggereous Whire Ove16prgy 'l'an orcnpray white Shccbock rl!'hitc D0qall Mud \Mrite Sheetroch White Shechock i\rberbs Not I'relent Asbcslos Nor PrE$rnt Asheslffi No[ Prcse|lr Asbcstos liot Frcscnt .AsbEalos Not Prescui t48-2002 001 Ccllulosc l.:8-5 004 005 Cellulo6e Cell,rlose 006 '148.6 Honrogeneour Asbestos Nor PrEF€nt Cellulose ryi1ry-?F_6 . D c of B.cpffl lJnlcm nlhcrivi$r notcd. upon rcccipt thc crrrulitirn of tlr rurrplt unr rlcq:trbic for urulysis. qnrTEM s a NVL{-I dcc$dited TEM flAd PLM hboratir (Iib Codcr lll959), lltir Np0rt rtlonsonly to {rc sgccit'c itams tc6ed. Nvl.AP 0cc.l€dii0lion applies only to.A,llEIL\ analai3 [4CCm flr. I (l' 1.87 cd.) n{ll ?6'J, Appcndir A o Subparrs E and F]. Thi! rcuert mry noi ts uscd ro chim ptpdrct crdoncttrlt by N!'l*{P or y gthcr a8cocy ofihs US Oovcrnnrer|r. ]}it rEpon rnsy ror bc rqlroducc<l o<rtpt in full, # 6nul tl** wdtr$: aplruval ol 0lr lstorrtory Peqe I ot I BESTCOPY Jcff \{.lckush, lxbcnatary Mungrt M[rB[f t-r ' rtrflll QnnTEMI$No. L4l?36 Accotmt Numbfi' B2l5 Dstc R.cceivcd' 09i I1n006 Rocoivod By: Jennifcr OBrien Daic Arlaiyzcd: C9/t 112006 Aarlyzed By; Jeff i\4likush Methfilologyr EPA 600 QUUTEM Clicnt .Sarnple lD Sanplc tD Compositj,rn- I'br 148-t Honrogencous r48-2 h o nx€cfl cdtus i'looEgeneous 004 005 148-l Honugriocous Honngeneous 00(i 148.6 Honlogen€ous i,E$5Eilfi'r.ABoRriron|rs zBil Herih€ Psrk tr^rr / q(||io.nr c|U OKt3nz0 t FAEITtf*|tml F.x ({08) ZE9Z058 Polnrlzed Light Microscopy ANbestos Analyris Report f,l(; 'l:iU v, LiI Clicnr hojcqr lrojcct l.octtian: N/A Pro]ect NuErb€r' r\iiA Pmairoo, Irlc, P.O. Box 179 Whr-at Ridgc, ft) 50034 l,l$ SandSone NA NA002 Color "Dcscription Whire OvE16p$y 'fan Ovc:sprdy v./hite Shccbock tJVhitc Dryurrll Mud Whire Sherkoek Whir Shq:bock Asbcstos (%d rubrnos Not ljresint A.sbestos Nor P|t6cni A$henlos Not Prcsear Arbcstos Not Pru$Glt .\sbBibs Not lrrBr€nt A.sbestoF Not PrtFcnt wi1u2c06 nir" "li{ipo'r Nol|.Asbastos Fib€r (%1 003 Cellulose Cclliilosc Cellulose Cpllulose BEST IMAGE POSSIBLE l.:8.5 t,'n!!fi ottEllviRt notc l. qron rccript *re o"wlicon of tlre ermple wu $ccptrbla for !n pir. qu[TEM$0lNIL0acauditadTEMadlLMbboratoly(InbCodc|l9l959).'Itisrqmr.lrl83\mlylodFfcciihir.rltsrcsEd" t{vtip rc${.diorion applie! only to -AJIE[L,| aaalEh [accFR Ch, I (t.t.g7 €d,) lerr ?03, Appcrdii A F Subtmi E anC f]. Thir lqron mry not ]c uledochimpr9ductcndollctxdbyNVLAIorauyot}tclt€icncyoFlhcU!Ooycrnrrf,lrl.,ttirrcportm.yntltbErqrortucodo<:cptiofult,widrorr rhr wfllcll tppIovrl of U]: hborutory, Page 1 ol 1 Proairco, Inc. P.O. Box 179 wHrAr RtDGr. co 80034.0179 (303) 458-0264 September 12,2006 Mr. Tom Meyer 2l2l N. Frontage Road, #218 Vail, CO 81657 Re: Asbestos inspection in two basement constnrction areas (rooms). Location: 148W Sandstone Vail, CO Sampling locations: On 9-7-06 scientist John Taylor took select building material samples inside the two basement rooms undergoing renovation. The following samples were taken: 148-l Overspray, E. roorU on floor, S.E. area" 148-2 Overspray, E. roorq on floor, S.W. area. 148-3 Drywall E. roorq N. wall, center point, 4' up.1484 Drywall mud, E. roorq N. wall" E. end,4'up. 148-5 Drywall, E.roonL E. wall, 5'up. 148-6 Drywall, W. room, W. wall, at doorway, 5'up. Results of lab assay: See the enclosed report from Quantem Labs in Oklahoma City, OK. Results and Discussion: No regulated asbestos was found in any of the materials sampled. Submitted By:/2 -=--/Z fi-<=>aa L.".,-_-'=--_- JotnTaylor, Insffitor Proairco, Inc. P. O. Box I79 WH€AT RIDGE, CO 80034-O]79 (303) 458-0264 October 31,2006 Mr. Tom Meyer & David Bolte 2l2l N. Frontage Road, #218 Vail. CO 81657 Re: Asbestos inspection in basement area of an occupied house. Location: 148 E&W Sandstone Vail, CO Sampling locations: On 10-27-06 scientist John Taylor took select building material samples inside the basement rooms to undergo renovation. The following samples were taken: West side 148-15 Wall texture, E. bedroonr" W. wall, 5' up. 148-16 Drywall, E. bedroonl W. wall,5'up. 148-17 Drywall mud, E. bedroom, closet, E. wall, 2' up. 148-18 Wall texture, W. bedroom, E. wall, S. sidq 5' up. 148-l9A Ceiling texture, center hallway, N. end, over sink. East side 148-20 Wall texture, E. bedroom, W. side, at doorway, 5' up. 148-21 DrSnvall, E. bedroom, W. side, at doorway, 5' up. 148-22 Ceiling tefiure, bedrooms hallway, above doorway to E. bedroom. 148-23 Wall texture, W. bedroom, E. wall, at doorway, 4' up. 148-24 Ceiling texture, W. bedroom, center of ceiling. 148-25 Sheetvinyl, bedrooms hallway, at batfuoom doorway. 148-26 Sheet vinyl, bedrooms hallway, at N.W. bedroom doorway. 148-27 Wall texnre, N.W. bedroonr, S. wall, behind door, 5' up. 148-28 Drywall, N.W. bedroom, W. wall, at access doorway. Results of lab assay: See the enclosed report from Quantem Labs in Oklahoma City, OK. Proairco, Inc. Rezults and Discussion: The sheet vinyl on the E. side bathroom hallway area is positive for a$estos. SubmittedBv:ffi John Taylor, Inspector ,il i , l: QuanTEM LabNu. l{3359 AccouxNulber gl15 DNte RPceivod' Lt)i3$12$6 Received By: Tercss D{Jafllstt Datc.A.nalyz:ed' 10n0l2006 A.ualyzed By. Amy Oitl Methodologr EPA 600 QuuTEivi Clierl :in !l* lt) Salrple (D Co:n;.;osirio:i Eil+-tr+# '^tlz|I t hr:r LABONATORIES ?C33 Heritage Park Oriye r Odrhoma ary, OK 73120 / (405) /s5-7?72 ,' Fo( (40s) /5sm58 Polarized Light l[icn;silop.r Asbestos Analvgia Report Ciieut: Projcct Projecr Locatirn' Pl.oject N umbcr' Color i Itt;;;iprion Prcuirco, Inc. P.O. Bos 179 rffiiear Ridgr. CO 1148 Sardstone NiA Asbcslos Ci'o) I{(1 n - Ashest(',s l'iber ilrrI 80034 00t -i8- l5 Hr),llfr$eIeOUs 4E-16 H t)oterle(){r9 ifi-l?jl cin,,8i {io us Itu;E; -l r;thrrc whrt: Shcr:lr.orL lle iBE Ioint L'uurpotrnrJ Bcigc l txtur c $'ir!rs Sbettrt,ck \trhit.: Terlurd wnl|c Shccrrocl ,\sbtrti', l.lot litrrn{ /kbcstos Nor Prcscrit ,{ihi\ti)s lloi I'tcser.t Ctlirlrr5c (lthul"'sc Ccli!losc 001 003 u0.i 48,18 Honogcnoorrs Alhelk) j,\,(r: Freiert ds.19 HomlgcncoL's Asttrsl('r :.lu i Frciqrll.Crllulosr 4 fl-?0 l-! o llraqc:.lc nus -l5ti$1os N.-)t hcscnt Clcliulcsr ':l 4t.21 Hcr.rogcn;ous .drbatos li ut Prcstnr Ccllulos--l0 '.lnlct-s otfrru rrr notec. upon re,rript lhr L|tlndrtror of lh; ranplr rlr.i: uctcptlblr for andl rir QunuTEM is r NVLA? ac;$ditcd TElvl fld lLM isb( rct1,ry iL,rD (,)dc' igl9)p). 'lhii fipon rulNtcs orjy t 1 ths rpccith itsns l$rlcd NVLAF ncaledit tior lpplj.iotrb |o AllERA in.}}sir l.l4CFR Cft, I (I'I-8? cd.) I,an ?63, AFp.:ndiA Ar"1Sbt'farts E rnd Fl. T'his r':pirn nry lot b0 ns(rl tochilnprod!*undols}n}rl1lb:|'t.ivLAF.]1nlDtrt]lcI6{cn9inft}tci.I5c{Ycrl1[1c,1l.Thur;ponrrravtlortr thc writacn f,"pprniil al dr.: hb.ra!.rry Page 1 ot 3 (lellul(lse .:l 0Ll7 BE$TCOPY AyAUEIE i:r,il, ]iii lirt::Pi,1 QuanIEM l.ab No 141559 Acccuntliumher B2lJ DareRecsivcd: l0/i0i2006 Reoeived Ey; Teress f)e.Iaroprt DatcAnrrlyzod: 10i30/1006 AnaltadBy: tuiryGill Methodolos/. EPA 600 Quq'lTD M l,ll ient San4:!e ID Samplc lD Cornusrioir Dis.ription 2033 Hir age rrrfi Dri!0 i Okl{lomr Qity. QK 73120 / {405) ?55-7e7e / Far( ('105) i't5-2058 Folerized Light Mlcroscop-r Asbestos Annlysis Rcport ffi. Clicn(- Projcct: 1148 Sandrtooc Ihoiecr [.oca6on Nin PIojeci i\uinbcr N/A ('rrlcr.f .\ib.^!tor (li) Pn]oi$o. Inc. P.O. Bux 179 Wheat Ridge. (:O 8(0i4 i\r)t!-Ashtslos Frh:r {96t ot18 4S-2: Hir,rlo*crlcous Whill Llfiling T!-xt ic 009 'lA-:j l{on,"'gcnct'ur Fcigc lfrtule 0t I 48.25 Honrogc.r..cor: &:igc $lltdt Vin)l Aft tlS.26 Homogancous B;igc ,Sho€t Vrfl)l ,Ait:;itos NtI Fle$e:)l NA ,r.:t'<rloc liot Prc:rnt Ccliulr-rsc {l 010 .18,24 Homogcnrvus lvh$c .^sbrstos Not Prcscnt Lcltuldtc r'.1 (hiling Tcrt0fo Adlcfl4s l'"csertr (:hq'$otile l5 Cellulosc 2 irll {l{'37 I lnmDgcneous ficiEr Asbeslor }i,1t P$}c(l|. Tocurc Ol{ 4lt?ll I l}nt$gerr€oui whitf :!hcdrr,ck n sbesr(\q l'r€tent (leilulose 5 clrrsorile J 5 NA ANbr{rr$ Not Pr€s€ tli'llulos$ 5 Unless oricr.'Jlsc not$l ulor rrccrpl tlc t!,n{ji:ion oftlc sr[upb u.at nnceDEbl€ &r u)b,i.r Qu*t:TEM is i NVL4r tuct0di{dd TF)M rnd PLt{ Ithor{l$,ry (Ldb dl'Nkr ll)i9591 Tfiii rcp)it reru($ only LorhB st(oifi! ir?nx tcitcd- Nvl Ap as{mditarion npFlics o$ly to AIER.\ ^tlcl)6ir [4f.]CFR fI Ii!-t-E?rd.)ptrn?til.App(ndi1.truSuhr[rtrLuul|). ]li$ rrpolt r$.nct ir ltic,t i) +l$in ttDducl endolsHt!'xl 5 i'NVL{l 0r iuj ltlrr alcrcy (,I drc r-lJ ll'rmrunl Tbi:, icpnrr o1i n ( bc rcpnr.i:.rcctl crwp!'n lutl. rj:h$l tlc \tr ine alf'roTal ofrbe rabonFro, Page 2 of 3 8E$TCOPY At,Ail.THE i,.i :i QdrtnTEM L.ib Nil. 1433J9 AccountNunber- B2l5 DateRecorvcd: 10/30/?006 Receivcd Byr Tcrcsa DpJamett DoteAnalvzed. 10;30/2006 Analyzurl By: funy Cili Mcdtodology' EPA 600 Qua,t lElvf Clicnt Surplc ID Sun+le IO Clianr Pro;ecr Prilicct Lodatalon: Proj+ct Nurnbv- (olor / Descip5on Proa:rc:0, lnr-. P,O. Box l?9 Wheat Rldge. CCr I 148 Sarld$orltt N/A NiA Asbe*os (",i') 11: ?i t1 20fi1 Hsrir8gs Fsrk Dfivr l ooehona dty, ol{ 7st 20 / (405, 755-?'272 | Fil,l&'t?5f,*!fi Polariz+d Light Microscopy Asbcstos Analysis Report sil03..r Lbm''{biikrI 19,\Homog€fisrrus whir$ Cciliug Ttxtrrr /LSc;ios Nor Fru,ic.Dt r0/30n006 Gill. Annli,sr Drtc of R'.'pori I-itlgt rrtieru,is* norcd. tl]$|| rcocrpr tlt( ;, drtirn oltbc s|rrnplc urs 8fi:cpi.lblc f.r aru))sii. (.)u! 'Tli M is r N v I-dP dicrcd cd 'I EM urd PL\{ hbr.rtcq (Lxb t:'-ait :019 j9l. TLjs raporl lcintcj o}tl! t0 lh; lp.r fic itc'rr:' t6$cd. \v i..{P a,:crrdil1lion rpplitr ort 1{, A}IERA tllll}ris [4t CIIRC!. I il-1.5t cd-) thn ?d1, App€rdhA r0 $nb]rrN E ind Fl. Thh np':rt msy nor hr !s..d E) ctrim pr.ducl en.iollrrrcnt by t'i\tLAF ur trny oftd tgf!{} df t]rd fIS 6ovnau)r€1f This t,3t!on m$y nof Dr ruprDCuctd cxcr0t in ful|. \vid,cot Oe $riflna rplx ovi l oftbc laboralor] Paoc 3 of 3 Nim.A$bcstos Fitxt f;t) N,I015 BESTC0PY AI'AILTH.E Proairco, Inc. P.O. Box 179 Wheat Ridge, Colorado 80034 Client: Mr. TomMeyer 2121 N.,Frontage Rd., #2lg Vail, CO 81657 Re: Asbestos inspection in a basement renovation area. Location: l48W Sandstone Vail, CO Inspection Date: 9-7-06 P.O.: 5165 IRS No. g4-t}64g7} Licenied inspector.... $175.00 Analysis of 6 sanples.... $lll.l0 Sample prep and shipping.... $20.00 Total.... $1106.00 2Proairco, Inc. P.O. Box 179 Wheat Ridge, Colorado 80034 Client: Tom Meyer & David Bolte 2l2l N. Frontage Road, #218 Vail. CO 81657 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGEROAD vArL, co 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES DEMO. OF PART/ALL BLDG. PCrMit # DO6.OOO9 Project# ?? &A A,o 35i Job Address: 1148 SANDSTONE DR VAIL Status . . . : ISSUED location.......: WEST AND EAST SIDES Applied.. . : LltWtZ}M ParcelNo....: 210301414016 Issued...: Lll02l2C{ll6 I'R\OG -Ot('( 3 Expires.....: 0510112ffi7 OWNER PIERCE, DABNE PETIICK L1/O2/20O6 35OO INVERNESS HOUSTOII TX 770L9 ARCHITECT AASIJAITD, GAIJEN 1,L/ 02/2006 phone t 970- PO BOX 383 VAIIJ co 81558 License: C0000016?0 APPLTCAI\]:r rB CONSTRUCTTON LLC LL/O2/2006 phone: (970) 390-9895 2121 N. FRONTAGE ROAD #218 VAIL corJoRADo 81557 Iricense: 853 -B eol[TRAcToR TB CONSTRUCTION r_,LC TL/02/2006 phone: (970) 390-9895 2121 N. FRONTAGE ROAD #218 r7n'r? corroRADo 81657 IJicense : 853 -B Desciption: REMOVE LOFT IN MEDIA ROOM, REMOVE DRYWALL IN AREA 2 TO INSPECT FOR STRUCTURAL ANALYSIS Occupancy: R-3 Type Construction: VB valuation: $11,965.00 Revision Valuation: ?? Add Sq Ft: 0 *:******:;ti+:;,lt+:t*+!t:i****tt*+*t **** Building----- > i209.2s Restuarant Plsn Review- > S0. oo Tohl Calculated Fees- > $348.25 Plen Check--> 9135,01 Recreation Fee------- > SO.0o Addidonal Fees----- > 90.00 Investigation- > $0.00 TOTAL FEES------------ > 9348.26 Total Permir Fee----- > 9348.26 Will Cell-----> $3.00 Payments-------*-- > 9348.26 BAIANCE DUE-------> 50.00 Approvals: IICM: O51OO BUIIJDING DEPARTMENT 1-I/O2/2OO5 jplano Action: Ap demo of drywa11for structural observation and loft i,n the media room rtCM: O54OO PI,AIII{ING DEPARTMEIflI Item: 05500 FIRE DEPARTMEITT Item: 05500 PIJBLIC WORKS *******+:l'r'rttt+** See the Conditions section of this Document for any conditions that may apply to this permit. {.*<i.**************i.*********,tt)t***rF********************** ** ************'trt **************'e**t*t<*******rrt<*'*{< CONDITIONS OF APPROVAL Permit #: D06-0009 as of 11-02-2006 Status: ISSUED **it**.***,F*,F*i.*********************************:F+:t 't *****************,F********************t(*(*******tr ******! Permit Type: DEMO. OF PART/ALL BLDG. Applied: 1110212006 Applicanr TB CONSTRUCTION LLC Issued: lL/02120fr6 (970) 39G.9896 To Expire: Osl}llzCf7 Job Address: 1148 SANDSTONE DR VAIL l,ocation: WEST AND EAST SIDES Parcel No: 210301414016 Description: REMOVE LOFT IN MEDIA ROOM. REMOVE DRYWALL IN AREA 2 TO INSPECT FOR STRUCTT]RAL ANALYSIS ,t*{c* {.'******rr*********:*********:F{.*:F*:F****r.******Conditions,1.****:r****i.****************{.********:r*******i.*r.* Cond: 38 (BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT THE VAIL FIRE DEPARTMENT AT 479.2250. Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED, Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read tltis application, filled out in full the information required, completed an accurate plot plan, and state that all the information 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 towns zoning and subdivision codes, design review approved, International Building and Residential Qodes and other ordinances ofthe Town applicable therelo. REQIIESTS FOR INSPECIION SIIALL BE MN)E TWENTY-FOUR HOIJRS tN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OtrTtCE I'ROM 8:fi)AM.4 PM. R FOR HIMSELF AND OWNET *{"ll***f*'l'**i!'}***f***t**f,*+'t*!********+t 't**!t!t***+**:t*:*{(****:t++*****+***+*+++*********+*++++*+* TOWNOFVAIL. COLORADO Statement****+*+:t*'t***+****+****!t**t**********l****'F*,i**+******'i***************'i*,t********,t *********{. Statement Number: R0600018?2 Amount.: Pa)rment Method: Check Construction / 1o o?' 1348.26 Lt/ 02 / 200602 :4! PYrInit : L,T Notationr TB * * * * * * i + {' * * * * * * * * * * * * * * * * *,1' * * * * * * * * ** ****t**'}**********+***+**:t*********** * * * * **,r**** * {. *'N.'N.** ACCOIJNT ITEM LIST: Account Code Description Permit No: Parcel No: Sile Address : Location: This Payment: BP 00100003111100 PF 00100003112300 wc 00100003112800 D06-0009 2103-014-1401-6 1.148 SANDSTONE DR VAII. ViEST AND E;AST SIDES s348.26 T)t)e : DEI{O . OF PART/AL,IJ BLDG. Total Fees: Total ALL Pmts :'Bafance: $348.26 $348.26 $0.00 Current Pmts 209 -25 135.01 3.00 BUfLDING PERMIT FEES PI,AN CHECK FEES WILL CAI,L INSPECTION FEE Fo6- oCof APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR Project #: Buildi etc.!75 S. Frontaqe Rd, Vail, Colorad; 81652 COMPLETE VALUATIONS FOR BUILDING PERMIT & Materials BuTLDING: $ //, 665,-/ELECTRICAL: $ /OTHER: $ "/PLUMBING:$ ,/MECHANICAL: $ ,/rorAl:$ t/.8A5 For Parcel # Contact rt 4*8 Assessorc Office at 970-328-8640 or visitaffiT--tr ztaaotq r qorb /z_toso 14r40 | ? ( l.l -ts) I ou '.ame:io*.[*t-rsj ittfff'3J.u"r.\. ( o*r.L w) Legal Description !qt, 14 -f,ll ancr3 1 a] ririns'lrSubdivision:f_6y-(g>[ot Phone:-tt3 -3aq=&t ^'e,,tflef''r"4: A ffi En ltfdroe z ilt-t:"tl !S2"' r<4+ A*,",-,4 a ?>la-zdlWb-qqQ -??ai Detailed descriotion c ?<,m^* I !+,flvork: tr ' r ,t r'A[YuaJl-5-{E -dt* oaLl .ttt z,Lio r elsnr1ta,,.ste J ;44 r-.-- lnt,.ta l.l Work Class: New ( ) Addition ( ) Remodel ()n"parSo-"f;{1-or,.r1 I Work Type: Interior$\ Exterior ( ) B"th ( )Does an EHU exist at this location: Yes ( ) No ( ) Typeof Bldg.: Single-famity( ) Two-famity(XI uuniramnyl ) commerciat ( ) Restaurant( ) other( ) No. of Existing Dwetling Units in this buitdinO: f_ No/Tvpe of Fireplace Appliances ( ) Gas Logs ( ) wood/Pellet ( ) Wood Burnins (2+ No/Type of Fireplaces es (Xeas Loss ( XwoqOlpeilet l$lvesd Burnins (NOT ALLOWED) Does a Fire Alarm Exist: Yes ([ Nol Does a Fire Sprinkler System Exist: Yes ( ) No K ffi**ffi****r***r****** l****FOR OFFICE USE ONLY F:\cdev\FoRMS\Permits\Buildin g\buitdin g-prmit. DOC Page 1 of 16 0awp00s ;lt? A REs/&p/V!S,tON*@ paRCEL!!.,UsOLAft vAlL J |VtlN F VA|L, EA4_E canNrr. mnmoo f BESTCOPY N 3! d.x! rrrr ! .-r4.. i. : .s- \,' AVAn let F q!:ttin, otltt _ r- .rl - h rb i-. rlr a.rlhfl- !._.t_r-b., . ..4-- Lrrft rq -r. - i. tE .... 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EI. , .r. _at .h _ bo--rL-drl- e! t- .!. *trtrt r-.r- r|lt t -Lt d _ .- _ad _ BESTCoPVI Al/Atuf,E tl Questions? Call the Building Team at 479-2325 Department of Community Development { This cher;klist musf, be omoleted before a Building permit aooliation is aceoted. o All pages of application is complete { Has DRB approval obtained (if required) provide a copy of approval form o * Plan Check Fee required at submittal for projects valued over $100,000.00 (see attached fee . schedule) ( Complete site plan submitted o Public Way Permit application included if applicable (refer to Public Works checklist) u Staging plan included (refer to Public Works checklist) No dumpster,parkino or materiat storaoe allowed on roadwavs and shoulderc without written aoorovat Asbestos test and results submitted if demolition is occurring Architect stamp and signature (All Commercial and Multi Grr[ly) Full floor plans including building sections and elevatiqfi-s(a+ed fbr remodels, 4 sets of plans for SFR and Duplex, 5 sets of plans for MultFFamily and Commercial Buildings) Window and door schedule Full structural plans, including design criteria (i.e.loads) Structural Engineer shmp and signature on structural plans (All Commercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and quantity of fireplaces shown Applicant's Si Date of submittal: Received By: F: \cdev\FoRMS\PermiE\Building\buildingJermiL DOC g o D tr o o o tr o tr Page 2 of 16 ouo9/200s ASBESTOS TESTTNG REQUTREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBUC HEALTH REQUIRE ASBESTOS TEST]NG ANY TIME WHEN MORE THAN 160 S.F. OF MATERI.AL VuILL BE DISTURBED OR REMOVED. AN ASBESTOS TESTAND REPORT IS REQUIRED TO BE SUBMITTED WTH YOUR BUILDING PERMITAPPUCATION FOR ALL REMODEI- ADDMON OR OTHER PROJECTS INVOLVING ANY DEMOUTION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERI.AI-S ARE E(EMPT. . I have included the asbestos test and report with my building permit application o I ceftifo my project will not disturb or remove more than 160 s.f. of building plans submitted with my application clearly indicate this information. (This will review, and will delay your project if found to be inaccurate) material. The construction be verified during plan applicant signature OR date r The building was constructed after October 12, 1988, The date of construction was original consfuctjon date applicant $gnature F:\cdev\Fo RM S\Permits\Buildi ng\buildin gJDermit. DOC (hte Page 4 of 15 04wlaws WHEN A'PUBLIC WAY PERMIT IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A.PUBLIC WAY PERMIT-: Is this a new residence?YES-NO ( Does demolition work being performed require the ugr'of the Right-of-Way, easements or public property? YES__NO_/\_ \f Is any utllity work needed? YES_NO_L_ Are there any improvements being done to the driveway? YES _ Is a different access needed to the site other than the existing driveway? YES Is any drainage work{gling done that affects the Right-of-Way, easements, or public property?YES NO A.,\ Is a "Revocable Right-of-Way Permif'required? YES_ NO___/\__ Is the Right-of-Way, qrfments or public property to be used for staging, parking or fencing?YES NO Y-- ---------]-- If answer lt NO, is q/rting, staging or fencing plan required by Public Works?YES NO X If you have answered YES to any of these questions, a "Public Way PermiY'must be obtained. "Public Way Permit" applications may be obtained at the Public Works office or at Community Development (a sample is attached). Ifyou have any questions please call Leonard Sandoval in Public Works at 970-479-2198, I HAVE READ AND ANSWERED ALLTHE ABOVE QUESIONS. Job or Project Date Signedr Il PRJ #:__ F:\cdev\FoRMS\Permits\Building\buildingjermit.DOC r,ro- x- NOJ- ntractor Signature Page 7 of 16 MATERIAL STOMGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete te)d are available upon request) CODE s-z-l0: DEPOSTTS ON PUBLIC WAYS PROHIBITED Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any streel sidewalk, alley or public place, or any portlon thereof. Notice; Abatement: The Director of Public Works may notiff and require any person who violates or @uses another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the nouce wlthin the period of Ume herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. Summons and Penalty! As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 14-1 of this Code. (1997 Code: Ordinance 6 (1979). CODES 7.34-l AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (ord. 2(1s68) $ 1) Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cttuse it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1) I have read and will comply with the above code provisions: F:\cdev\FORMS\Permits\Building\buildinqjermit.DOC Page 11 of 15 021091200s Proairco, Inc. P.O. Box 179 wHrAl RtDe r. co 80034-0179 (303) 458-0264 September 12,2006 Mr. TomMeyer 2l2l N. Frontage Road, #218 Vail, CO 81657 Re: Asbestos inspection in two basement construction areas (rooms). Location: l48W Sandstone Vail, CO Sampling locations: On 9-7-06 scientist John Taylor took select building material samples inside the two basement rooms undergoing renovation. The following samples were taken: 148-l Overspray, E. room, on floor, S.E. area. 148-2 Overspray, E. room, on floor, S.W. area. 148-3 Drywall, E. roonl N. wall, center point, 4' up. 148-4 Drywall mud, E. room, N. wall, E. end,4'up. 148-5 Drywall, E. roonr, E. wall, 5' up. 148-6 Drywall, W. room, W. wall, at doorway, 5'up. Results of lab assay: See the enclosed report from Quantem Labs in Oklahoma City, OK. Results and Discussion: No regulated asbestos was found in any ofthe materials sampled. Submitted Bv: __\.-= John Tayloq Ins ta. au.J..j c,,(ti.lrll QuanTEMLabNo, 141736 Account Nuubct' B2t5 Dsl€Reccivcd' O9ll112006 Rnceived Dy: Jendfcr Otsrien Dalc Arnl)rzcd: 09/l t/2006 A.ualyzcd By: Jeff rulek$h Methodology: EPA600 QuanTEM Clicat $etnpl€ lD SornplefD Composiljoa - -obr t4E-l i{onogcncous 002 t48-2 H ohrogen cour t48-3 l-lonbgcne4ur t48-{Honurgr:ncou s 005 t48-5 Hormgeneous 006 l9!.O floltroE?neou6 $ffi#ffi"LtBoRailOntES 2(Flt Fl€dlaEe Part Ern e / (XJA]o nl Clty, ol( Zgtg) / (406) TEFpte / Fo. {+06) ZES20S8 Polarized Light Microscopy Asbertoo Analyris Report ri0.ltJu P. l,/!- Clicar Color'/ Dcsctipton White OvorCproy 'fan Ovc!sppdy white Shcctocl. !14:itc Dry\mll Mud Mrhe Sheekock whire ShcclrocL hoairco, Itc. !.O. Box 179 Wlud Rjdgq Clt) t4S SandstonePrqect Prcljcct Locuiou: N/A lrcle€i Nur$er N/A Asbctttrs {70) ,r$egos Not tjrEsent AshcEtos Nfl PrEscnr Ad)e6loi Nor Pm$anr Asbcslos Not Frcscut , .sbe:|os Not lrgsctlt Asborlos Not Plescnr wi12t2N6 oiriiittiidrr Non Asbmms Fibcr (%i NA Cellulose Cc'flulosc to Ccllulose Cellulosc NA 004 tJollr ntlE-nvint notc.l, qr,en receipt $r *nditon of 0r urnph tu r.c4trblr for tnrl%tit. QUaTEM is o iWLAf accrcditid TEM {rd ILM htrorm<xy(.rb Codo lDl959). llris rcport rctclcr orlty b ths pcrii-rc ircn6 rcslcd t{vrAP acaFd.hari applicr or,ly lo AIIER.{ {od)rir [40CFRClt. I (l.t.B? cj.) pafl ?6j, ApDcndii A F SulrF*i n rne fj. Thir rgra't mry not bc uscdPcltimpldr}glclrdorrcmlblNVI"{Poralyoticrt8cflcyoFrhcUsOovcrnnrnr'llBrppflaoEynorhcrc[noauccdcxrcptiniult,wisrnrr fi!'vrdccr: rpprovd of rhr l$onlory Pags 1 of 1 ..t BEST IMAGE POSSIBLE I r Proairco, Inc. P.O. Bor | 79 Wx€^t R roe€, CO 80034-0179 (903) .56-0264 October 31. 2006 Mr. Tom Meyer & DavidBolte 2 l2l N. Frontage Roa 4 #218 Vail, CO 81657 Re: Asbestos inspectioo in basement area ofan occupied house. l,ocation: 14E E&W Sandstone Vail" CO Sampling locations; On l0-27-06 scientist John Taylor took select building material samples inside the basement room$ to r.rndergo renovation- The followiDg samptes were taken: West side 148-15 148-t6 L48-t7 148-18 148-r9A East sidc t48-20 14&-21 L48-22 148-23 L48-24 L48-25 148-26 148-27 148-28 Wall tsrdur€, E. bedroom, W, wal[ 5' up. Drys'all, E- bedroom, W. rvall, 5'up, Drywall mud, E. bedrooo, closet, E- wall, 2' up. Wall tsxture, W. bedroom, E- wall, S- side, 5'up. Coiling texture, o€ntef, hellway, N. eod, over sink- Wall toourg E- bedroo4 W. sidg at doorway, 5" up. Dryrvall, E. bedroom, W. side, at doorway, 5'up- Ceiling textr:rg bedroonu hallway, above doorway to E. bedroom. WaII t€rcure, W. bedrooul E. wall, at dooruray, 4' up- Ceiling teriture, W. bedroom, center of ceiling. Sheelvitryl, bedrooms hallway, at bathrroom doorway. Sheet virryI, bedrooms hallway, at N.W. bedroom doorway. Wall texhrre, N-W. bedroonl S. wall, behind door, 5' up. Dryrvall, N.\il. bedroom, W. wall, at access doorway. Rezults of lab assay: See the enclosed report from Quantem Labs in Oklahoma City, OK. FROM :S M SUEEPING Proairco, Inc. Resultr and Dissussioru The sheet vinyl on tbe E. sidc batlroom haltway area is positive for asbestos. Submined By: Jobn Taylor, Inspector FROI1 :S N SUEEPING iii', l.l,ti)0 ir2lpil FRX NO. 13A3458€264 Nov. 01 2OA5 E1 :S5fil"l \t,?!1i !, iii 80034 P3 S=sili.g+#=W 3F lt$ae F4tlirr.l qrdars|m Cty.S(7!t@/ F05l zlgtItll far i{€) 7S46E Poladacd Liglt Miorortopy Jrebctot Analyrir Regort QuanTEMIzbNo, 14335t . Accortt NulD.n B:tl5 Dot6 Roo6iwd' l0tjry2000 kcrsivcd. Fy: Tqcs. DcIbrD,?a DdsArdyEe r0/J0l2md Foi4 I 148 ssnddotrs Aortyrcd By: /uny Gtll PIojc*t l,ucaioo: N/A Mahodologn EPA500 PtojedNuaber: NiA qtnTEM Clicrt ' Cotor/ lirnplc ID S!trglt ID Cotr,Dos[lon DcsqiFistr Asbci(ot (yei 6lryf h*ircrt. Jnc. P.O.Bo. l?9 Shegt Rid€c., 60 Ajb{So( N$r h..d ,{sbo,s No: hrtar Asbs|psN0| I'rc$rt r\shstrs llot PrcLnt Norr AcbcCD€ lihr(%J oot ,tS-15 l{awngecous Bcier Asb!:rps Xo! PftsI Ccilulo:c 4St6 Houvugw'.rs ' Toxute TJtttc Shcctr.*, BEipe ,oiDt Confouud Bngc tcxtrul $ftitr SbrE$lck V&;E I'll rr Whl€ bt|,l'* AsDttlor Nor llcc6nt Cdlulosc 4Vt'I &tlulos. 4lt-t8 c'alt os€ 00i /$6.19 celltlc's {920 Ccllulo:s 0O-/'48-2r HornogaotDLrj A$#sNaftElsnl Csl&dos, (ldrao rr$svir mt* rpoa reer$l Qo c$dltl6 of io snrglc qss l;!4poblg fu lrJy|ih qTrlTEM E TNYLAI lstdL'|ltBM sqt IaM hbsl|By (lr$ qr*r l4!95S1, Tlh tttofi lllnrE tFly tr' orl$.r:ific .I!au rsqd ]WLAf Itcre4EttcD{rruoroltyroAtL5.t(Aalrltsb[aoCPRCh.f(f..1-!?cd.)h.r75t,At9.4tr15sgebpoqgadFl. lbi, EF.| irltt not t; |l|.d o olrJa po&.' o,&rqrqrlt lry Ni4Jfr.r cq.r a&s' r*{l'r}-6f ac t:S Cat.i&E€}r lDb l:DaG nry |!,rl br rapFa!6{ q.-=!t b frtl dtrr!! drc rriGs rF|{,r!i Of tle lslolat {y. BEST COPY il)l 006 Ho@ot:olour !Ito$EE|EIB Itrorrogcrorts Hoogatuts PIOE 't el3 AVAILABLE FROI4 :S N SUEEPING itr', 1, lirtli lrlllli FRX NO. :3A345P,a,264 Nov, 01 2A@6 AL:55F.i1. lir,i,ill ! i"l N0r..!5€6 F;b'ai96i P4 mffi"lr610nalofln$ Agr l*drEF Psx grtvo / Cfi$orB ON. oX 7!t20 / t,ltF) ?5F,7?iZ t Fq (.q5) 705 '805e Polarizcd Lighil Micoecopy nrbetoc Anrlldr Rcport Qurrl?hrt labNq . 143359 "AccolerNrrbr- ,lJlts D@c X.e."irto4 IOIJOA0Od Rcccivcd8y: Tcrc*l DsJarneE DhrcA.ErVild: 10BC/20O6 AEI)rc.dB$ ADYoill Meftodokr6n EPA 600 Qtrr$:g{ Olient SryIo If, StIIeac ID Cooldrbo Clisrrt Prooirco,lnc. P.O. Box 179 SlhflrRilgG, CO 80014 Projod: 11t18 Srorl*ono Prcjetlmmim: IVA PtsiLlNlsb?I: NtA Color 1 lJrrrlDaro A€b.*r(%) cdl'DG Teierc 003 0to {8'23 L8.1A Hoqloconl flonrogurcOur Horogcrrous llorlogsoootu Ho$ro8fiout Iluogcaccu Roaogsno.rut ArlatbBNoi PJr6dttt A3b6:sd itot hcreEt Agito$ogNoi ltsscrrt . .Asb.rls hr68nr Or+rotitr AJbEsbS lt€{ar Cbrysoclq aiesfids Not Pn''@t AsleSor Nor frrc€0t NA Cellulorc <lEcilg Tettm 1\'Di! ceit|!8 T@E c Bcrge SbcaVinyl S(1Bc Sbc4 vbrt WbhE Sitcctq* <-l 0u 0l? {&35 {E }6 &27 C€llulose CcUulo$a CellDl.f,] Celtutose NAB.i€p Trrorc 0ll rrtt '18-!8 Us!!|' goqyii. loled, npou tud}jl tlt oldiu!4 of Oc r@plsqs $E6plr6l€ ('! itrtlySlt. qrrlTEM ir:t NVIAr ryro$r.dTEth I|d PLM LLl.to,t 11.$ (:.d.: lof 959). ltd reuoi rdlEe orrly ro tlc 4oriffc iterutcaod haUP Itjrt('|Alirsjttlsr olts o.i-HD.RA udtEir taoCPRCrr. I (Lf.87 d.]hr t6t. Attodir aro 8.bF!'rI lsd Fl. T[& r.ton noy nor b! ur"t !9 ol&E trodEr cdo|lsrrar S'.NVL..P d !ry oos rgr!o!' qtoc IrS /.bysnro!trr. Thit rq|rt rrry rEi !. refoCr.oa or6cF in frtt, viiprr*. urtlaa aDttrVC o,f l!0 blo(|lor/. Paett ofs ""1q!tBEST COPY AVAILABLE FRON :S N SUEEPING iirr, i.2titl .i:?:jpil FRX N0. i3A345P,A264 fibori Nov. El1 2A@6 @L2564n ill'll4[ 2, ii'4 A mffi' r.uroRlloBtgl$ !E 2S8 r{dEg€ P.rl( Lirg, olddDfis cls q( t3r?0,lacl7r+i'm, F|t t{et} 758.2C8 PolrrLcd Ligbt Microccopy A*eclcr Ardyeio Repo* q$rflTSMI.€bNo, 143?59 ArnDnllfiErbcc '8215 DatcReceived; 10130?006 nocdvcdB/: TacsaDdrrncu DdoaDet:zed; 10/30/1006 Ar:alyadBy: Aury Gill ldtdrodology: LPA 600 Q\nfEt{ Clhr&EpleD Sanplc ID Dpjstr: Itojccr Loatiol: Projdd}tt$bef Qlo'r/ Dctcr&dsr hoairal, Inc, P.O. Box 179 whoatRiQq CO t l*8 Sr4ilrrone lVrl WA ANcs(%) 80034 Colrpegiliou NSl-AsDo$ros Fibq (o/) 0t5 Ilomogrurus llhire (Hlirq'feft,c Asbettrs Nrx hesal IQB$t2O0(t D!I. otRcP(lr orbrt oftfirisc mcd, upttr ccript Or cocditiar trf thc rnrdc *as uei'rOtc lin mtpil. QmlErf is rNYIalP rsdindTEu $C PIlt hburaDfiy (l.rb C4 tolqt9l nir rpfldet mb rr rle srift iE r6tci.d NyLAf rwrditrtbr rp/icr taly a, AfinAs$uie FoCFR(}T I (1.13?.d)hn ?6lr^lp.odq ^ is SIDF|IG'E |tld f l- nbis tct x n$y Dor bersdtoolin,ra&dcofcqatbyNvtetlPqrDu.lr6!eEy6?t[.lrs{lsvnont'OirrtFtt'|4/ErtDaa?rorctsa+rbhlldtd 6r *rltlto atorwrl ofdp lrlcarory. . Pege 3 tlg BEST COPY AVAILABLE r t TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGEROAD vArL, co 81657 970479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT PCTMit #: BO7-0I89 Project # PRJ06-0493 Job Address: 1 148 SANDSTONE DR VAIL Status . . . : ISSUED Location.....: I148 SANDSTONE ROAD Applied. . : 06/2712007 Parcel No...: 210301414016 Issued . .. : 0712712007 Expires . ..: 0112312008 OUINER PIERCE, DABNE PENfCK 06/2"1 /2007 35OO INVERNESS HOUSTON TX 7'7 0t9 APPLTCANT TB CONSTRUCTION LrJC 06/27/2007 phone: (970) 390_9895 2]-2]. N. FRONTAGE ROAD #218 VAf IJ coIJoRADO 8 L657 Llcense : 853 -B CONTRACTOR TB CoNSTRUCTION LLC 06/27/2007 ptrone: (920) 390-989G 212]- N. FRONTAGE ROAD #218 VAIL coLoRADO 81657 License:853-B Desoription: REMODEL OF RESIDENCE TURN DUPIJEX INTO SINGLE FAMILY RESIDENCE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: 2,170,000.00 Revision Valuation: $0.00 Totat Sq Ft Added: 250 * r* +* )* + + * * * * *,t *,1* *:t * * * * r* t"l ** {.* 1. * * + i Building---> $9,879.25 Restuarant Plan Review--.> $0.00 Total Calculrted Fees-> $16.391.26 Plan Check--> $6,421.51 Recrealion Fee---_------> $87.50 Add tionsl Fees-------> $0.00lnvestigation-> $0,00 TOTAL FEES------*-> 916,39t.26 Total Permir Fee----> $16,391.26 Will Call----> $3.00 Palrnents----------> $16,391.26 BALANCE DUE--> $0.0O + t +:t + *,| +* + * + * 't t * * Approvals:Item: 05100 BUILDTNG DEPARTMENT 07/27/2007 jplano Action: Ap Item: 05400 PI-TANNING DEPARTMENT 06/29/2007 bgibson Actionr Ap office seE routed to E-2 Item: 05600 FIRE DEPARTMENT 07 /tO/2007 DRhoades Action: Ap Approved as noted: Monitored f i-re alarm system reguired. MusL comply with NFPA 72 (2002 ed.) and Town of Vail Standards. Item: 05500 PUBLIC WORKS 07 /J.9/2oo7 gc Action: Ap See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUES'I'S FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM . 4 PM. + * +* **'t** ***+*'lt**********+ * *t *:i,t ***!t*+**{':r****,r***+*** * **'r*****+'}*'t*** *'t+ {'**'t*** *+ * ** *:t * ***+rtr*:t,t ***{ * *t,r CONDTTIONS OF APPROVAL Permit#: B07-0189 asof07-27-2007 Status: ISSUED**'l+***,t*:*** *+ *+* ** **'1.** * +'t:tt:t*'t,i**'i+*'t**+***'i*'***,r+!t+*,*+:r** * ****:i *+ **!****+:i ** 'f *'****+'i:*:t *+***+*f *'t * *!8**{. Permit Type: ADD/ALT SFR BUILD PERMIT Apptied: 06127t2007 Applicant TB CONSTRUCTION LLC Issued: 0itT7/2007 (970) 390-9896 To Expire: 0l/2312008 JobAddress: ll48 SANDSTONEDRVAIL Location: I148 SANDSTONE ROAD ParcelNo: 210301414016 Description: REMODEL OF RESIDENCE TURN DUPLEX INTO SINCLE FAMILY RESIDENCE :* {. * :1. * 'i 'i * * ,} :1. ,s * * * * * * * * * * * * * 'i ,t i * * r"F 't' * * ,t * * * 'f ********** conditions * *** ** ** * ** *****{.*'F***r.rt*:t*;f ***'t '}* t*,}***{' * +* Cond: l2 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CF{ECK FOR CODE COMPLTANCE. Cond: l6 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED pER SECTION R313 OF TTIE 2OO3 IRC. *,r**'***,1*'l:****,r*'rti,lt**t * * * * * * * * * * * * + f i * * * * * * * * * * * * | +t*:**'*****it+tt******+tt*l*********+ +* * * TOWNOFVAIL, COLORADO Statement***++*********{.***+***********lt**l+****** * * * * * * t l+ * lri** ** 'r. rt * * * * ** * li t * * * f + * {. * * * * * {r * * | | '1. *'l** {* statement Number: R070001375 Amount: $9,969.75 07/27/200703:48 pM Payment Method; Check CONSTRUCTION IniE: LC Not,ation: *LoL4lT . B, ' Permit No: Parcel No: Site Address : IJocation: This Payment. : B07-0189 2103-0r"4-1401-5 ].].48 SANDSTONE DR VAIIJ ]-].48 SANDSTONE ROAD i9 ,969 .7s T)Tpe : ADD,/A],T SFR BUII,D PERMIT Total Feea: SL6 ,39L .26 Total ALL Pmts: $15,391.25 Balance:$0.00 1' *t +:l*t'*i.*****,|**1.t+**********'l***********'***'t****************|********{r***|********:tt tt**+* ACCOI.INT ITEM LIST: Account Code Desc riDt ion CurrenE Pmtss BP RF wc 00100003]t LL00 1110000311-2700 00100003112800 BUIIJDING PERI,IIT FEES RECREATION FEES WILL CAI.,IJ INSPECTION FEE 9,879.25 87.50 3.00 tl f t lt. l r,| l-3r\r/r'l ffiYl{tr$ll,l7 75 S. Frontage Rd. Vail, Colorado 81657 APPLTcAflON wrLL NOr BE ACCEnTED rF TNCOMPLtJTl$_til@ Permit #: 3oT- ol ? VAIL B Separate Permits are required for electrical, 6-9 CONTRACTOR INFORMATION FOR BUILDING PERMIT ELECTRTCAL:S $a ,60 TOTAL: $7- l1O. aoo.1PLUMBING: $MECHANICAL:$ lO N u/ For Parcel # Contact Eaqle Counfy Assessors OllTce at 970-328-8640 or visitW JobName: ?^r- Q.**J-l Job Address: , r -. /tl4A <-.r'r6\dY,a W. Legal Description ll Lot: ll Block: ll Filing:Subdivision: oryvners Name: DrLn ua ?.e-ll *#ngYf"*"^,.-r pt5rB z6( o11ovaqW Engirieer: *.^",rr,. €"-*l"ll Address:Phone: Detailed descriotion of work:P*-"JJ "P I?ril* WorkClass: New() Addition( ) Remodet$ Repair( ) Demo( ) Otlrer( ) WorkType: lnterior( ) Exterior( ) Aoth\y[Ooes an EHU exist at this location: Yes ( ) No F ) TypeofBldg.: Single-family( ) Two-family(tf) Mufti-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Noffvpe of Fireplaces Existinq: Gas Appliances { ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burlinq Z} No/Twe of Fireplaces Proposed: Gas Appliances fS) Gas Loqs (' ) Wood/Pellet ( ) Wood Burning(NQT ALLI?WEQ)- l-DoesTfsprinliler Svstem eltt ll91!-l--Ig{] FOR OFFICE USE ONLY I , ,. --1.' d\ q16, />.t_l__1 ' ,'__- --- F:\cdev\FORMs\Permib\Building\buildingJrrmit_4-17-2007. DOC Page I of 7 04hil2N7 tl BUILDING PERMIT APPLICATION CHECKLIST SINGLE FAMILY/DUPLEX CHEGKLIST This checklist is to be used with any single family/duplex permit (new construction , addition, or remodel application.) fl Town of Vait Design Review Board approval must first be obtained (may not apply to interior remodels) ll Plan Gheck Fee must be paid at the time of application for projects over $100'000 valuation (see attached schedule) The following information must be shown on all 4 sets of plans: Architectural Planstr Site Plans. Provide all site plan information as required for the Design Review Application for your project. Refer to the DRB application checklist for complete details.D Gonstruction staging plans. Provide construction staging and materials storage site plans. ! Floor plans. Complete floor plans provided for each level. Complete dimensions, drawing scale noted, use of each room shown on the plans. Location of mechanical equipment clearly shown D Building Elevations N,W,S,E elevations. Show all proposed exterior finish materials, guardrails, windows' doors, and finish grades. D Window sizes and operation types. Specified on the floor plans or elevations. D Stairways, guards, and handrails Show all stairway details with rise/run, handrail and guard details u Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch n Building cross sections. Show roof, wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. Show ceiling heights in rooms and crawl spaces. tr Rescheck compliance certificate and inspection checklist (new construction and additlons only), Provide a complete signed compliance certificate and inspection checklist. Verify all exterior building is detailed on the building plans as required on the Rescheck coppliance report. ! Fireplaces. All fireplace types shorrvn on the floor plans. Specify gas log set, or gas appliance at each fireplace. Structural Plans I Soils Report. Include 2 copies of the soils report for your lot. n All sheets of the structural plans stamped and signed by a Golorado State Licensed Engineer. I Design specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, Soils report number and soil bearing capacity referenced per the soils report. ! Foundation plan. Provide a complete foundation plan with all footing/foundation section details tr Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses clearly shown. Include framing construction details and connection schedules. Other itemsI Asbestos form completed. Asbestos test and report provided disturbed. See Town of Vail asbestos testing requirement form. if any existing construction is proposed to be I Plan check fees. Plan check fees must be paid with your application. will be paid upon issuance of a building permit. The building permit and recreation fees I have read and understand the requirements of this checklist. lf any required information is missing from the application, I understand the application will not be accepted. lb Appl s Signature F:\cdev\FoRMS\Permits\Building\bulldinglpermit-4-U-2007.DOC Page 2 of 7 Mlfll2n7 ll -ffi ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION o I have included the asbestos test and report with my buibing permit application r I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) applicant signature OR date o The building was constructed after October 12, 1988. The date of construction was odginal construction date applicant signature date F:\cdev\FORMS\Permits\Build in g\buildi ngJermiL+U-2007. Doc Page 5 of 7 Mlr7l2w7 ll ,*m WHEN A..PUBLICWAY PERMIT'' IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIG WAY PERMIT'': ls this a new residence?YES-lro}-- Does demolition work being performed require the uqp of the Rightof-Way, easements or pubfic property? YES__NO__'0__ No j.- o o o o ls any utility work needed? YES Are there any improvements being done to the driveway?ves X r'ro ls a different access needed to the site other than the existing driveway? YES. NO X ls any drainage work being dofe that affects the Right-of-Way, easements, or public property? YES NO N o ls a "Revocable Right-of-Way Permit" required? YES ls the Righttglf-Way, easements or public property to be used for staging, parking or fencing? YES F NO_ lf answer it NO, is a parking, staging or fencing plan required by Public Works?YES NO No-f,-- lf you have answered YES to any of these questions, a 'Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Works office or at Community Development. ff you have any questions please call Leonard Sandoval in Public Works at 970479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. F:\cdev\FoRMS\Permits\Building\buildingJermit_+ 17-2007. DoC Cofitractor Signature Company Name Page 6 of 7 o4lLu20o7 TOWN OF VAIL - COMiIUNTTY DEYELOPMENT CONSTRUCTION FEE SCHEDULE 2003 (adopted ilarch I, zl03); updated ltlarch 1, 2005, updated March 13, 2006 I. BUILDING PERI/IIT FEES Total Valuatlon F6es S1.00to$500.00 $23.50 $501.00 to $2,000.00 $23.50 for he first $5O0.OO plus 33.05.00 for eadr additioml $100.00 or fracton thereol to and includirE $2,000.00 $2,001.00 to $25,000.00 $69.25 for the frrst $2,000,00 plus $14.00 br each additional$l,000.00 or fraction lhereof, b and includhg $25,000.00 $25,001.00 to $50,000.00 $391.25 ior fie fl|st $25,000.00 plus $10.10 ior eadr addiional $1,000.00 or ft'action lhereof, to and indudlng $50,000.00 $50,001.00 to $100,000.00 $64it.75 tur tle filgt $50,000.00 plus $7.00 br eaci additional tl,000.00 or traclion th€r€of, to and lncluding $100,000.00 $100,001.00 to $500.000.00 $993.75 tor the first $100,000.00 plus $5.60 for each addifonal $1,000.00 or fraction thereof, to and Including $500,0m.00 $500,001 b 91,000,000.00 $3233.75 br lhe first $500,000.00 plus $4.75 br each additional S1,000.00 or trac{lon thereof, to and including $1,000,000'00 gl,OOO,O01.O0 and Up $5608.75 for lhe first $1,000,000 plus $3.65 for e€ch additional $1,000'00 or facffon ther€of. II. OTHER INSPECTION FEES 1. Insp€ctions oubide normal buslness hours minimum cl|arge turo hours. $47.00 per 2. Reinspection fee assessed under provislon of section 305 (g) of the UBc $47.00 per 3. Inspactions for whlch no fee is specifically indicated including spacial insPecuons, specialtr/otk ordets & zoning. 947'00 per 4. Will Call InsDecflon Fee - aDolies to all III. PLAN REVIEW. Building Plan Re!,/i€rr{ Fee shall be 65% of tho building permit fee. Ptumbing Plan Revieu, Fes shatl be 25% oi the plumbing permlt be. Mechanlcal Plan Reviei,Y Fee shall be 257o of he mechanical permit fee' Sprlnkler Plan Revielv Fee shall be 25% of tho sptinkler pemit fee' Imresflga0on Whenelrer t/lrort has comm€nced without first obtaining said pstmit he investigadon fee shall ba equal to the amount of lhe buildlrE' plumbing, machanical, electtlcal, sprinkler or alarm permit fee. All other fees stiall bs fn addilion b the inrrostigafFn tee. Fast Track Ptan Review fur a fast fack pemit, wtlen plans are not toblly i complete shall pay a plan revlew fee equal to thE building permlt tee' Restaurant Fee H€alth Departnent Plan Revie\i/ for kidlgns shall be a flat fe€ of $75'00 preconstrustion Me€tings A fee may be ctnqed when drne spent ls determined b be exoessive by the buildlrE officlal (excesslve reviEltr is over 2 meetings ot tour hours). $55'00 Per Addlfional Plan Rsvltr Additbnal plan revieu, rcqulrcd by ct|anges, addiuons or revislons b $55.00 , IrtEcHAilcAL PERMTT FEES $20.00 per $1,000.00 vetCClg! check fe6 Dlus 4.25% of ths \raluatonSPRINKLER PERilIIT FEES cdev/building/fee schedule/Permit F€es'adopted2003'&13{6 3-1$2006 Design Review Eoard ACTIOI{ FORPI Department of Community Developrnent 75 Sauth Frontage Road, Vail, Colarado 81657 tel:970.479.2139 fax:970.479.2t152 web: www.vailgov.com ProjectName: PIERCE RESIDENCE Project Descraption: Participants! DRB Number: DR8070062 RNAL APPROVAL FOR AN ADDMON OF GRFA AND REMODEL OF AN EfiSTTNG HOME OWNER PIERCE, DABNE PENICK 3600 INVERNESS HOUSTON IX 77019 APPLICANT MSI-AND, GALEN PO BOX 383 VAIL co 81658 License: C000001670 ARCHNECT MSLAND, GAtfN 02l27lzoo7 0212712007 Phone:970- 02lZil2OO7 Phone:970- PO BOX 383 VAIL co 81658 License: C000001570 1148 SANDSTONE DRVAIL Location! WESTAND EASTSIDES Loh A-7 Block: 14 Subdivision: CASOLARVAIL 2103-014-1401-6 Project Address: Legal Description: Parcel Number: Comments: BOARD/STAFF ACTION MoUon By: Second By: Vote: Conditionsr DUNNING DANTAS 3-0 Action: APPROVED Date of Approvah 031 7112007 Cond:8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to onstruction activities. C.ond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: 113 All development applications submitted to the Town after the effective date of Ordinance 26, Series 2006 shall be subject to the pending employee housing regulations in whatever form they are finally adopted; provided, however, that if the Town fails to adopt the pending employee housing regulations by April t5,2007, this Ordinance shall not apply to such development applications. Cond: CON0008778 The applicant shall revise the green paint tone to be muted at least two shades. Cond: CON0008779 On the east elevations, the applicant shall add an additional step in the stone work. Cond: CON0008780 On the west elevations, the applicant shall revise the grading to expose more stonework at the corner of the stone work step, Planner: Bill Gibson DRB Fee Paid: $30O.OO Building Plan Review List: Single Family Dwelling Duplex/Townhome V-B construction 2003 tRc '?,- - .,r -;, Permit # Lt-\ i -r'\J -' Reviewdatel 7-2-t -c7 plan revisions require! Y/N i. Y/N IY/ rtY/{ IY/N IY/lll Y/N YtFr- heviewed by: -'I,.-n.- tRc Approval dalei '1 ;-1 {-'l Architectural: Digitize floor plans for building area tolals. Correction Reouired Two-Familv Dwellinq Units:Y/N Onehourwall assemblyforvertical separationstoundersideof roof sheeting(lRC R317.1) Y / l*l One hour floor/ceiling assembly for horizontal separations. Supporting construction shall also I have equal fire resistive rating. (lRG R317.1.1) Y / N Check common walls or floors have minimum sound transmission class (STC) of 50. (lBC 1207) Townhomes: (Iwo) one hour wall assemblies, or (one) two hour wall assembly (plumbing/mechanical penetralions not permitted) (lRC R321.2) Check common walls have minimum sound transmission class (STC) of 50. (lBC 1207) Continuity of common wall shall be continuous from foundation to roof sheeting and extend full length of the wall. (lRC R317.2.1) Parapets shall be required unless alternate construction is provided per exceptions (lRC R3'17.2.2 and R31 7.2.3) Each townhouse shall be structurally independent (lRC R317.2.4) Check common wall detail is per actual structural walllfloor/roof conditions. Buildinq plannino: Check location on property for exterior wall, overhang and opening protection. One hour uralls legs than 3', overhangs, no openings <3'(lRC R302) Y / M- Check dwelling unit is maximum 3 stories and maximum 40'height (lBC Table 503, 101.2) .- Y lN' Check separation and opening protection specified between dwelling/garage or carport ff not open on 2 or more sides (lRC R309) Y / N Check no openings from garage directly into sleeping rooms (lRC R309) Y / N-' Check %" gypsum board specified on underside of enclosed usable space under stairs (rRc R311.2.2) Y / l**- Check one hour fireplace flue shaft for other than appliance fireplaces. (TOV) Y / N.- Check minimum of one side hinged 3 ft. x 6ft.8in. exit door provided from dwelling to exterior. Exit path may not travel lhrough the garage. (lRC R311) Y / N Check minimum room areas. One room 120 s.f., habitable rooms not less ihan 70 s.f. (|RCR304) Y / N- Check habitable rooms not less than 7' in any dimension (lRC R304) Y / N'' Check minimum 7' ceiling height in habitable rooms, hallwa)c, bathrooms, laundry rooms and basements (lRC R305) Y / N.- Check for glazing area (8o/o of floor area) and natural veniilation (4% of floor area) in habitable rooms (lRC R303). See exceptions for mechanical ventilation. Media rooms/rec rooms etc. may be artificial light if mechanical ventilation system provided per lRc R303 Y / f{ Check ventilation in bathrooms (lRC R303.3) Y / N - Check bedrooms and basement for emergency escape door or window and window well (lRC R310) Mark egress windows on the plans for the field inspector. Check safety glazing provided in hazardous locations, highlight windows on floor plans for field inspector:(lRC R308) Y / N' glass in side hinged doors, sliding doors, shower doors Y / Dl.. glass in shower, bath, hot tub, sauna etc. enclosures where window is <60" above floor Y / N glass within 24' of either door edge in closed position and <60" above floor' Y / N- ' any glass panel$ >9 s.f. and <18' but >36" above floor Y lff'- glass in railings Y / N'- glass within 5' of water's edge of pool or spa and <60' above floor Y / $- glass at top or sides of stairways within 36' Y / l{ glass at bottom of stairways within 5' Y / N- Check rafter space or attic space ventilation specified and ridge/eave detail provided (rRc R806) Y / N- Check underfloor ventilation specified, or plans show other approved method per ,. exceptions (lRC R408) Y / 1.1- Check floor level and landings at doors. See exception for additional doors (lRC R31 1.4.3) Y / tf Check guards provided where required and detail provided. (R312) Y / N Check stairway for head/riser size and nosing profile, open risers, width, landing size, handrail/guard (lRC R311) Y / lt' Check fireplace chimney termination, 2' above roof within 10'. lf decorative shroud is used on factory built fireplace, it must be listed for use wilh the specific fireplace. (lRC R1004) Y / N Check weather protection specified on exterior walls and any waterproof decks with enclosed space below. (lRC R703) Y / N' Check dampproofingAivaterproofing specified on basement foundation walls (lRC R406) Y / N Check roof covering/underlayment specified. (lRC Ch. 9) Y /-N-- Check vapor retarder installed on warm side of insulation. (lRC R318) Y / 19- Check any foam plastic insulation specified to have thermal barrier installed where exposed to -- interior of building or crawl space. (lRC R314) Y /4( Check for pool, hot tub or spa on site plan. Check compliance with pool barrier provisions. Separate permit may be required if plans are noi included. (lRC Appendix G) rRc Mechanical: Conection ReouiredVTfflnecf required heating is provided (lRC R3O3.S) Check clothes drver location: Y /N Check vent length, and termination comply with (lMC 504, IRC M1501) Check mechanical equioment location: Y lN Check mechanical equipment is not located in a sleeping rooms, bathroom/toilet rooms or storage closet unless allowed per exceptions. (lMC 303.3, IRC G2406) Y / N Check any equipment in garage specified to be 6' above floor unless vehicle barrier is provided, then 18'above floor permifted. (lMC 304.3, IRC G2408.3, G24O8'4, M1307'3) Y rN- Check 30" deep working space provided in front of equipment (lMC 306, IRC M1305.1) Y / N Gheck door large enough to remove equipment (lMC 306, IRC M1305.1.2) Y / N _ Check mechanical room large in cbmparison with size of equipment (lMC 303.5, IRC G2409.4.1) Y / N- Check floor drain provided in mechanical room (lMC 1004.6 ) Y / N, Check mechanical equipment vent shaft and venl termination shown. (IFGC 503.6) Y lN Note combustion air required per IMC Ch. 7 Y /J.l'- Check mechanical room is provided with t hour construction on mechanical room side and 20 - minute door if equipment is over 400,000 Btu (TOV) Y D{- Check if any mechanical equipment in crawl spaces is separated with t hour construction and 20 minute door. (TOV) Check fireolaces: Y / N-- Cneck total number of fireplaces are per Town Code 5-3-3. (1 EPA wood burner with max. 2 appliances, or 2 gas log set and 2 appliances.) Y /{{- Check fireplaces are specified to have gas log set if they are not an EPA unit. Y/lf- Checkflreplacesinbedroomsareapplianceunits.(lMC303andlRCMl701.4) tPc Plumbing: Correclion Reogired Y /,|(l Check minimum sanitation facilities provided: bathroom, kitchen, water, sewage disposal. -- (rRc R3o6) Y /N Check sewer manhole elevalion. Check if building sewer backwater valve, or valve and sump pump are required. (lPC712 and 715) Y / N- Check if garage ffoor drains are shown. Floor drains may not be connected to sewer -. unless interceptor is provided. (lPC 1003) Daylight to drain is permitted. Y lN Check any floor drains other than mebhanical room noted to be provided with automatic trap primer valves where necessary. Laundry floor drains etc. (lPC 1002.4) Check bathrooms: V I tf Cfrect tor minimum clearances at water closet, 30" wide, 21" cle,ar infront (lPC 405.3.1, IRC 307) Y /fiI- Cnecf for minimum clearances at tub/shower, 24" clear in front (lRC R307) Y / tf Check shower compartment meets minimum size, 900 sq. in.", 30" circle (lPC 417.4) Y / N- Check for minimum clearances at lavatories, 21" clear in front (lRC R307) IRC Structural: Conection Reouired Y / H- Check structural sheets of plans and delails wet stamped and signed by Colorado State Licensed Engineer or Architect (lRC R301.1.3) Check the followinq olans are included: Y / lt' structural design loads and material specifications sheet Y / Dk foundation plans and details Y / [- dedicated floor framing plans for each floor level Y I V dedicated roof/ceiling framing plans or truss layout Y / N-- framing details Y / N-soils report for conect lot Check desion criteria used in structural desion:Y/Df roofanddeckliveloadperTOVsnowloads:roofs>4:12(80psf)decksandroofs<4:12(100psf) Y / N- floor design for 40/30 psf live load and min. dead load if concrete topping or slone Y /.bl- wind design for minimum 90mph (3 second gust), exposure referenced Y / N- seismic design for zone C Y lDtt foundation designed per soils report bearing capacity. Y / l{- Check specifications called out for lumber grades/species, beams (LVL, Glulam etc.), log grades, concrete, foundation reinforcin g, steel fram ing - Footinoffoundation, slab and floors: Y td Check retaining wail design provided wtrere greater than 4' in height Y / l{- Check footing ffoundation sized in accordance with soils report Y I ly Check footing, foundation stepped if site grade slopes greater than 10%. Top of- walUbottom of footing elevations shown. Y / Df Check foundation sections/detiails are provided for each type of footing/foundation and referenced , on the foundation plan, dimensions dearly shown Y lN' Check foundation sill plate pressure heated or redwood, bolt spacing specified. Check joisVfoundation wall connection details. Y / l{- Check minimum frost deplh specified for bottom of footing Y /}|-- Check minimum slab thickness is specified and expansion joints are shown between thickened- slab at bearing walls and post footings per soils report if expansive soil Y /"F{- Check proper bearing is provided at all bearing walls/columns. Trace loads from all levels above- to the foundation. V lfi - Cfrect floor joist and beam spans, minimum bearing for beams or joists ends Y / ttrf Check deck joist and beam spans, joist material suitable for exterior Y I 6t Check joist hangers and beam hangers are specified, beam to beam connections specified Y / f,f Check through bolting connections specified for side loaded (4) member LVL beams Y /ll{/ Check minimum underfloor joisUgirder clearances Y / D,l- Check floor sheathing type thickness and attachmeni Y /1.{-_Check all wood framing minimum 6" above grade Y / K-Chect wood framing not supporting Oead loZd of masonry/concrete over 4" thick. See exceptions for veneer. Y I lt' Check support details are provided for stone or masonry veneer and height does not exceed 30', or 38' at gable ends (R703.7) Y / Nz Check if masonry fireplace or prefab masonry type fireplace. Non-combustible support and construction details provided. Walls: Y /r{ Check stud size and spacing and height specified and complies with specifications for bearing _ stud heights indicated on the plans. Y /'l{ Check header specified over openings in slud'wall Y / t!- Check columns clearly specified at concenfated loads. Columns clearly shown where transfening from upper level Y / l*,1- Check stud wall lateral bracing specified on plans. Roof: Y / Dl Check rafter, hip, valley, beam spans Y / D!- Check ridge designed as beam or rafters ties provided at ceiling level Y / g-- Check rafter hangers are shown, beam to beam connections specified, welding or bolting connections for bent beams specified Y / f Checr through bolting connections specified for side loaded (4) member LVL beams Y l6 Check construction details provided for site built trusses (log or timber) Y lN Gheck truss layout plan if manufactured trusses, note truss shop drawings to be submitted at frame inspection Y / l{/ Check overframing at infill areas size/spacing specified Y / F Check roof sheathing type, thickness and attachment specified Galen A. Aasland. Architect. P.C . Pierce Remodel Parcel 14 Casolar at Vail II To Town of Vail, I spoke with Tom Kassmel on 6/14/O7 in regards to the Pierce driveway. We are retaining the current garage height as part ofour submittal. The road adjacent to the horne exists in a final form today. As our project is a remodel, Tom asked that we ask in letter form for approval not to put -in a 4' pan at the road edge when we replace the driveway as required in l4-3-1. If we were required to put in a level pan, the driveway slope would increase more than we would like. The owner has had a Civil Engineer study the driveway gradeg and his drawings are attached. Additionallg Tom said he would drive by the site to determine if a culvert is required. If the owner would apply in the future to heat the driveway, we would consult with you before installation ifthe driveway in regards to an unheated area adjacent to the roadway. Additionally, on the Southwest side of the home, the grades between our project and the neighboring home are in excess ofthe slope defined in the town code. The owner of the project desires that this non-conformity remai4 with the slight modification of modifying contours adjacent to the remodeled home. The soils report recommends channeling water in this manner and at the current time there are water seepage issues on the Southwest side as water sits adjacent to the home. Moreover, the space between tle homes is not owned by either homg it is held in title by the Homeowners Board. Respectfu lly submitted, a I 611412007 Galen A. Aasland. Architect. P.C. Drawing Notes Pierce Remodel Parcel 14 Casolar at Vail II Notes (all levels) l.) Contractor to build home to meet requirements of all c.odes and reviewing authorities, including applicable 2003 I.R.C., 2002 N.E.C., and 2003 I.M.C., 2003 l.P.C.,2002 NFPA National Fire Alarm Code, 2003 International Fire Code including Vail adopted appendix's, 2003 I.E.E.C. 2.) Refer to Structural drawings for actual column sizes and locations. 3.) Provide adequate blocking for all closet rods, towel bars, accessories, etc. 4.) Mechanical system to be design/build by contractor. Contractor to be responsible for a quiet, adequate, trouble free system that meets code. Contractor will submit and receive a sepaiate permit for any modifications to these systems. 5.) Electrical system to be desigVbuild by contractor. Contractor to be responsible for an adequate, trouble free system that meets code. Contractor will submit and receive a separate permit for any modifications to these systems 6.) Plumbing system to-be desigilbuild by contractor. Contractor to be responsible for a quiet, adequatg trouble free system that meets code. Contractor will submit and receive a separate permit for any modifications to these systems 7.) Interior wall to be; as selected by owner. Unless noted otherwise all interior walls to be 5/8" type "x" drywall. Bathrooms to be 5/8" tlpe "x" W.R drywall, showers and tub zurrounds to be grouted tile on ll2" wonderboard. If a mechanical room is provided, provide a fire separation as required by code including door. 8.) All exterior walls and ceilings to have a 6 mil vapor barrier on the warm side at batt wallinsulation. 9.) All Mechanical including ducting and chimney terminations to meet requirements of all codes and reviewing authorities. At Mechanical Room provide make-up air required by applicable codes. 10.) All finishes to be selected by owner. Flame spread and smoke density to be as perI.R.C. R-315 I l.) All construction to be of good quality, inferior work may be rejected by the owner and will be remedied by the contractor at his own cost. 12.) Contractor is responsible for proper connection of utilities from service to house, including remodeled or modified systems. 13.) Contractor to provide adequate clearance from all flues and chimneys as per manufacturers specifications and all codes; including exterior terminations. Provide clearance and adjacent materials (e.g. non-combustible) as required to meet requirements of all codes, reviewing authorities and manufacturers requirements. Provide outside combustion air as per manufacfurers requirements and I.R.C. 14.) Put no water lines in outside walls, contractor is responsible for final placement of water lines to ensure that no freezing of pipes occurs. 6t1412007 Galen A. Aasland. Architect. P.C. 15.) For all utility service connections, Contractor to provide service from supply to home in a manner approved as required to meet requirements of all codes and reviewing authorities. 16.) Owner will provide a soils report before foundation construction to ensure that the site will support the building as designed. The soils report will also recommend building subsurface drainage and damproofing/waterproofing based on the site specific soil conditions. 17.) Install and interconnect smoke detectors, heat detectors, and fire alarm systems as required by all applicable codes Including I.R.C. R-313. Install any fire extinguishing system requires with title to this land. Contractor to be responsible for application and permitting for these items as well as interconnection with existing systems in the unit and complex. Provide fire extinguishers as required by code. 18.) Design of a security and monitoring system is not part of the Architectural Package. Design ofthese systems, if desired by Owner, will be under a separate permit. 19.) Tent, seal or fire damper all through and membrane penetrations including, but not limited to common wall with Unit 40 as per I.R.C. R-3l7and N.E.C. 20.) Flame spread and smoke-developed index for insulation as per LR.C. including but not limited to R-314 & R-316. 21.) Provide firestopping and draft stops as per I.R.C. R-602. 22.) Nl shaft enclosures to comply with I.R.C. 23.) Provide Light, Ventilation and Ternperature control as per I.R.C. R-303. 24.) Provide attic access and ventilation as per I.R.C. R-807. 25.) All glaaneto be as per I.R.C. R-308. 26.) Bathrooms to be as per I.R.C. R-307 and Chapters 25,26,27,28,29,30,3 l. 27.) Nl required egress windows to be as per I.B.C. R-310. 28.) Connect area ofnew addition to existing foundation drain as per soils engineers recommendation. 29.) New roof construction to meet LR.C. R-317. 30.) Contractor to obtain Asbestos report on portions of house to remain. If Asbestos is found, contractor to follow recommendations of that report. The architect will have no responsibiliW for detection or rernediation of asbestos found. 6tr4t2007 1i,,1,'r',, rIr ['],\ l;rli fl-.c,rt clirrrrri, Irr: !t-rl r' t..,rLrrtv IioaJ 154 ljl,,nr, ,,1 Sl.Lir,gr, Cr-,lc,ra.io II(rirl f'lrLrr rcr !) i-t'-9 1!. 79ri5 [ .rr ') ,.' ()-{ j-f 1-.4 rrn r | : | | j,,-:r,,?4hf ge.,iech.c,'nr HEPWORTH - PAWLAK GEOTECHNICAL N4ai' 10. 2007 Dabney Piercc 3600 lnverness Drive Houston. Texas 77019 Subject: Job No. I 06 1017 Obser-v'ation of Pit Excavations for Evaluation of Rearing Conditions, Parcel 14, Casolar II, I 148 Sandstone Drive, Vail, Colorado Dear NIs. Pierce: As requestecl b_v l om N{eyer, a reprcscntative of Hepworlh-Pawlak Geotechnical, Inc. obscrvcd the pit excavations at the subject site on May 2.2001 to evaluate the soils exposed for supporr ol'thc cxisting foundation. The lindings ofour observations and rccornrnendations for foundation suppon are presented in this reporl. We previously conducted a subsoil study for design offoundations at the site ancl presented our finclings in a reporl dated Febnrary 28,2007, Job No. 106 1017. A building distress report by Prof'essional Invcsligative Engineers dated February 22, 2007 was provided to us that describes settlement and distress conditions of the existing building. In general. thc rcpor-t concludes that the differential movemenl is up to about -i inches down 1o the south and apparently caused by foundation scttlcmcnt. Also noted werc rotted i.vood posts in the crawlspace, cracks in the north foundation wall apparently causecl by earth pressure and cracks in thc cast and west fbundation walls apparcntly causcd by differential seltlement. At thc time of our visit to the site, trvo pits hacl been excavated along the south foundation wall near the east and west ends. Thc pits rvere about 4 feet deep to the bottom ofthe lboting. l-he soils exposed in the bottom of the excavation generally consisted of slightly ci;;lni.:. ', cii silti clay.-1' suid r';i'.h scattcrcd 6ra'"cl air,C ci;bblcs. Tlie .;,rils appcarcd io Lc old flll or topsoil. The soils could be probecl by hand with a metal bar to depths betrveen about 6 to 18 inches where rocks werc apparently encountered. There r.vas about 4 inches ol'road basc below the liroting exposed in the east pit. Results of swell-consolidation testing performcd on samples taken from the site, shown on Figure l, indicate thc soils are slightly to moderately compressible Lrnder light loading and have a slight to low collapse potential (settlernent undcr constant load) when u'etted. T'he samples shotvcd modcrate to high cornprcssibility under aclditional loading alter wetting. No lree waler was encountered in the pits and the soils were nroist. 'l hc'soils erposed in thc pits arc mainlv f'ine-grained and cornpressible under conditions of'loading and vr,eltinq that could have caused the building settiement and distress. 'l here appears to be potential lbr additional settlernent and underpinrring of the foundation could be pcriirrrned to reducc the risk of continr-red building distrcss. The depth to suitable bearing soils (such as thc natrral sand soils cncountcrcd at llorings i and 2) r.r'ill need to i'rili,. l ir', i.''-+i-i il',) o (..,:,,r';i.i,i:rr-itrgs r l.)-(ri I,i-l(rl t Silvr'rthirntf qTai'+(r5- 1t)ii() ao (, GslfrEa Dabney Pierce May 10,2007 Page 2 be determined for the remedial repair. Underpinning could consist of extending the bearing level down to suilable bearing soils or installing piles or piers- The structural engineer should design fie underpinning' lfyou have any questions or need further assistance, please call our oJfice. Sincerely. HEPWORTH _ PAWLAK GF,CHNICAL,INC. Steven L. Pawlak, P SLPiksw attachment Figurel-S idation Test Results Galen A. Aashland, Architect Tom Mever r--Bi{ i 15222 .3 'i*4of/rC.Z$rf ;t]fri;-'^'!i:!i$Kai'lt'S Job No. 106 | 017 c&Ftecrt Moisture Content = 13.8 Dry Density = 108 -200 - 42 Sample of: Very Silty Clayey Sand From: Bottom of Southeast Pit percent pci percent (-( No movement upon wetting \ * c 'a .D 0)o Eo APPLIED PRESSURE - ksf dS C 'aa(Do E rl APPLIED PRESSURE - ksf Moisture content : 13.5 percent Dry Density : 98 Pcf -200 = 43 Percent Sample of: Very Silty Clayey Sand From: $e11srp of Southwest Pit Figure tSWELL.CONSOLI DATION TEST RESU LTS106 1017 H EP'I/ORTH . PA'VT/LA K G EOTECH|..,IIC A L Hcp'.rr ru lr. Parr lirk ( ici'tetltnital. lnc ir: , ^,, Lt ..i lit (,11.:rtr,.rl J Sr.lrg. ( l,rl,rr,rrlLr tl6t)l Fr.'i-,e: 9 ?tr' :i-1; - 79S.: I:::r: : 9?,1 -94,{ -b45,1 emaii: irpger,.@hpge(,rech.corn SUBSOIL STIJDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE PARCEL 14, CASOLAR II r14E SAIIDSTONE DRI\rE vArL, coLoRADO JOB NO. 106 1017 FEBRUARY 28,2007 PREPARED F'OR: DABIYEY PIERCE 3600 IIMERNESS DRJVE HOUSTON, TEXAS 77019 h{trtGe&tech g o (, o (, IIEo Ij::rl<t'r lCl-811 tl'a r flllrrrrtrlo Stlit'rg. 719-513.5561 . Silvertirorne 970-468-1989 PURPOSE AI\D SCOPE OF STI]DY 'fhis report presents the results ofa subsoil study for a proposed residenee to be locatcd at Parcel I 4, Casolar II, I 148 Sandstone Dr ive, Vail, Colorado. The pro-iect site is shov,'n on Iigure l. Thc purpose of the stucly was to develop recornmcndations for the foundation design. The study was conductecl in accordance with our proposal for gcotcchnical engineering services to l)aLrne,v- Pierce dated Noveirrber 21 ,20A6. A field exploration program consisting ofexploratory borings was conducted to obtain infonnation on the subsurf'ace conditions. Sanrples of the subsoils obtained during the ficld exploration were tested in the laboratory lo deterrnine their classification, compressibility or si.vell and other engineering characleristics. The results of the iield exploration and laboratory testing were analyzed to develop recommendations for foundalion types, depths and allo*'ablc pressures fcrr the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design rccornrnendalions ancl other geotechnical cnginccring considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION Building plans arc bcing developed. We assume the proposed residence will be similar to the existing construction and consist of twcl levels above a walkout basement cut into the hillside. Ground floor will be slab-on-gradc. Crading for the structure is assumed to be relatively cxtensi.re rvith cut depths up to about l6 to 18 l'eet. \Ve assunte relatively light foundation loadings, typical of the proposecl type ol'constmction. 'l'he existing duplex 'will be removed for the new construction. Reuse of sotrie of the foundalions is beine considered due 1o l.he extensive cut depth. Ifbuilding loadings, location or grading plans change signilicantly from those described above, we should be notified to re-evaluatc thc i'ccomnieirdations coniained in this rcpoil. Job No. 106 101?dFtecr' -1- If building location. grading or loading infbrmation is differcnt than that described above, we should be notir'rcci to re-cvaiuate the recommendations presented in this repon. SITE CONDITIONS The site is occupied with a two story wood frame duplex above a walkout basement. A similar duplex building is located on Lot l5 about 20 feet west the subjcct site a,rd on Lot l3 abor,rt 20 feet east. Tliere was about 4 inches of snow cover at the tinre of the field cxploration. Vegetation consists of a larvn area r.vith scatterecl evergreen trees. The ground surfacc slopes down to thc south at an average overall grade ofabout 35 to 40 percent. We did not access the interior of the bruilding as parl o1'our field exploration. FIELD EXPLORATION 'l'he fief d exploration for the projcct w.as conducted on January 12,2001 . Two exploratory borings were drillcd at the locaiions shown on Figure ! to evaluate the subsur{ace conditions. The borings r,,ere advanced with 4 inch diametcr continuous flight augers pow'ered by a truck-mounred CME-45ts drill rig. I'he borings were loggcd b,v a representative of Hcpworth-Pawlak Geotechnical, Inc. No access was provided to the lower, south side of the building tbr the drill rig. Samples of the subsoiis were taken with l% inch and 2 inch LD. spoon samplers. The samplers were driven into the subsoils at various depths with blor,t's from a 140 pound hammer failing 30 inches. This test is similar to the standard penetration test described by ASTM lvlethod D-1586. 'i he penetration resistance values are an indication of the rclaiive densitl- or consistency' of the subsoils. Depihs at which ihe samples were taken and the penetration resistance values are shown on the I.ogs of Exploratory Borings, |igure 2. The samples werc returned to our laboratory for review by the project engineer and testinq. lob No. 106 l0l7 c55tecn -J- SUBS1JRFACE CONDITIONS Graphic logs of thc subsuribce conditions encountered at the sitc are sho',vn on Figure 2. The subsoils consist of'about 10 to 16 feet of fill in ovcrlying silty clayey sand with gravel and scattcred cobbles. Drilling in the dense granular soils with auger cquipment was difficult and drilling refusal was encountered in thc deposit or on top of the underlying sandstone bedrock. 'l he fill soils appear loose to medium dense and are cornpriscd o1'mainly' pranular soils similar to ihe natural sand soils only rvith more llnes and some organics. l.aboratory testins nerforrncd on samples obtainecl frorn the borings includecl natural moisture content and gradation analyses. Results ofgradation analyses perfomred on small dianleter drive samples (minus I % inch fraction) of the natural sand soils are shown on Figure 4. 'l'he laboratory testing is summarized in l-able l. No free water was encountercd in the borings at the tirne of drilling ancl the subsoils were molst. FOTJNDATION BEARJNG CONDITIONS The natural subsoils are adequate for supporl of spread {boting foundations. Any debris and the existing lill iiom previous site development shoulcl be removed liom beneath proposed building areas. We understand that the existing building has undergone some distress of unknown causc. l'he natural bearing soils have loll' seftlement potential under moderatc ioaciing but the actuai bearing conditions oithe existing founciation should be f'rirthei evaluatecl iit the tiii-re of ccrirstruction. Joh No. 106 l0l7 C$tecf' _tL_ DESIGN RECOMMENDATIONS FOUNDATIONS considering IIre subsurface conditions cncountered in the exploratory borings and the nature of the proposed construction, wc rccommend the building be founded with sprcad footings bearing on the natural soils. The design and construction crileriii plesented bclow should be observed ftrr a spread lboting foundation system. 1) Frtotings placed on the undisturbed natural soils should be designed for an allowable bearing pressure of2,500 psl The bearing pressure can be incrcased bii one-third fbr ecccntricaily loaded retaining r,l'all footings provided thc resultanl of all forces acts within the central third of the footing section. Based on experience, we expect scttlement of footings designed and constructed as discussed in this section will be about I inch or less. 'fhe fbotings should have a minimurn tvidth of l6 inches for continuous walls and 2 fcet 1br isolatecl pads. Exterior lbotings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation ibr frost protection. Placement of foundations at least 42 inchcs below exterior srade is typicaily used in this area. Continuous lbundation walls should be reintbrced top and bottom to span local anomalies. Founciation walls acting as retaining structures shouicl also be designed io resisi laterzrl earth pressures as discussed in the "Foundation and Rctaining Walls" section olthis report. The existing fill, debris, topsoil and any loose or disturbed soils should be removed and the lboting bearing level cxtcnded down lo the relatively ciense natural soils. Tlie exposed soils in lboting arca should then l;e moistened and compacted. If waier seepage is encountcred, the tboting areas shoulci be dewatered befbre concrcte placement. 2) jl 4) \l .Irrb No 106 l0 | 7 c&Stecn -)- 6) A representative ofthe geotechnical enginccr shoulcl observe all footing excavations prior io concrete placemerri to cvaluaie bearing conditions. FOINDATION AND RETAINING WAI-LS Foundation rvalls and retaining structures which are laterally supported and can be expccted to undergo only a slight amount ofdeflection should be designed for a lateral earth prcssure computcd on the basis of'an cquivalent flLrid unir rvcight ofat leasr 50 pcf for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separale fronr thc residence and can bc expected to deflect sulficiently to mobilize the full aclive eafth prcssure condition should be clesigned for a lateral earlh pressure computed on the basis of an equivalent fluid unit r.veight of at leasl 45 pcf for backfill consisting of the on-site granular soils. All ftiundation and retaining sructures should be designed for appropriate hydrostatic and surcharse pressures such as adjacent footings. traffic. construction materials and equiprnent. 'l'he prcssures recommended above assume draincd conditions behincl the walls and a horizontal backfill surface. Thc buildup of water behind a r.vall or an upwaro sloping backfill sLrrlace will increase the lateral pressure imposed on a found.ation wall or retaining structure. An underdrain should be provicieci to prevent hydrostatic pressurc buildup behind walls. Backfill should be placed in unilorm lifts and compacted to at least 90Yo of the maximum slandard Proctor density at a moisture content near optirnuin. Backfill in pavement and walkway areas should be compacteci to at least 95% of the maxinrurn standard Proctgr density. Care should be taken nci ro overconlpact ihe backllll or use large cquipmcnr near the r.vall, since this could cause excessive laterai pressure on the wall. Some settlement of decp foundation wall backfill shoulcl be expected, even if the material is placed corectly, and could result in distress to facilities constructed on thc backfill. The iaterai resistance of foundation or retaining wali ibotings will be a combination of the sliding t esisiance ol thc footing on the fbunciation materials and passive eanh pressure Job No. 106 l0l7 cE5tecn -6- againsl the side o1'the fboting. Resistancc to sliding at the bottoms of the footings can be calculated based on a coefficient offriction of0.45. passive pressure ofcompacied backfill against the sides ofthe ibotings can be calcuiatetl using an equivalent fluid unir weight of 400 pcf. Thc coefficient of fiiction and passive pressure values recommended above assunte ultimate soil strength. Suitable factors of salbty should bc included in the design to limit the strain which will occur at the ultimate srrength, particularly in the case of passive resistance. F ill placed against the sides of the footings to resist lateral loads should be compactcd to at lcast 95% of the maximum standard Ploctor densilv at a rno is tu rc con[clit ncar optimum. FLOOR SLABS The natural on-site soils. exclusive of'topsoil if an,v. are suirable to support lightly l<-raded slab-on-grade construction. fo reduce the effects of some diflerential movement, floor slabs should be separated from all bearing walls and columns with expansion joints rvhich allow unrestrained vertical movement. Floor slab controljoints should be used to reduce damage due to shrinkage cracking. The requirements for j.inr spacing and srab rcinforccmctrt should be established by fie clesigner based on cxperience and the intcndcd slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This matcrial shouid consist of minus 2 inch aggregate with at least 507o retained on the No. 4 sieve ancl less than2Yo passing the No. 200 sicvc. Afl fjll materials lbr support of floor slabs should be compacted to ar least 95yo ol maximunl stanciard Proctor density aI a moisture content near optimum- Requireci fill can consist of the on-site granular soils devciid ofvegetation, iopsoil and oversized rock. LINDTRDRAIN SYSTEM Although liec rvater was not encountered during our exploration, it has been our experience in mountainous arcas that local perched groundwater can develop during times ofhcavy prccipitation or seasonal runoff. Irrozen ground during spring runoff can create iob No 106 I 0l ?c&Stecrr - /- a perclicd condilion. We recommend belorv-gracle construction, such as retaining walls, crawlspace and basement aieas, be protccied florn wetting and hyclrostaiic pressure buildup by an underdrain system- 'l'he drains should consist of drainpipe placcd in rhe bouom of the rvall backfill surrounded above the invert level with fiec-draining granular material. The drain should be placed at cach lcvel ofexcavation and at least I foot below lou,est ad.jacent finish grade and slopcd at a ntininrurn 1'%ta a suitable gravitl' outlet. Frcc-draining granular material used in thc underdrain system should contain lcss than 27o passing thc No. 200 sieve. less than 50% passing the No. 4 sieve and have a nraximum size o1'2 inches. 'l'he drain gravel backfill should be at lcast l,/z feet tleep. u\ geocompcisite drainage mat should cover the founclation rvall to within 2 fect of finish sround surface and cormect to the lbundation drain gravel. SI.IIl GRy\DING Therc is a risk ofconstruction-induced slopc instability at the site due 1t-r the proposed relativelv extensivc cut depth. Using the exisring uplrill foundation vvalls to support rhe hillside should reduce the risk provided the walls are adequately braced. Fills should be limited ro about 8 to l0lbet ciecp, cspcciall;, at the downhill side of the resiclence where the slopc steepens. Embankment illls should bc cornpacted to at leasr 9.5% of rhe maximum standard Proctor density near optimum moisture content. Prior to fill placement, the subgrade should be carefully prepared by removing all vegetation and topsoil and compacting to at least 95% of the maximum standard Proctor density. The fill slrould be bcnchcd into the portions ofthe hillside excecding 20oh gradc. Pennanent unretained cut and fill slopes should be graded at 2 horizontal to I vertical or flattcr and protected against erosion by revcgctation or other means. The risk ofslopc instability will bc incrcased if seepage is encountered in cuts and flatter slopes may be nccessary. Ifseepage is encountered in pernianent cuis, iiu iuvestigation should be condrtcted to determine if the seepage wili adversely atlect the cut stability. I'his oiilce should revicw site grading plans for the project prior to constructiorl. Job No. 106 l0l7 c&Ftect' -8 SI]RI'ACE DRAINAGE The following drainage precautions should be observed during construction and rnaintained at all times after the residence has been complctecl: l\Inundation ofthe forurdation excavations and underslab areas should be avoided during construction. Exterior backflll should be adjusted to neitr optintum moisture and compacted ltl at least 95% of the maximum standard Proctor density in pavement and slab areas ancl to at least 90% o1'the maximum standard Proctor density in landscape areas. The ground surface surrounding the exterior o{-rhe building shoulcl be sloped to drain away liom the foundation in all direcrions. We recornmend a minimum slope o1'12 inchcs in the first l0 feer in unpaved areas ancl a minimurn slopc of 3 inches in the first I0 feet in paved areas. Free-draining wall backfill should be capped with abour 2 feet of rhe on- site soils tcl reduce sudace water inliltration. Roof dovn'nspouts and drains should discharge u'ell beyond the limits of all backfil1. 4) LI]VTITATIONS This study has been conducted in accordance with generaily accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either exprcss or implied. The conciusions and recomrnendations submifled in this report are base,i upon thc data obtained from the exploratory borings drilled at the locations indicated on Figure I, the proposecl type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. Il'the client is conccrncd about lvlOBC, then a prol'essional in this special field of practice should be consulled. our lindings include interpoiation and extrapolation of the subsurftrce conditions identified at the exploratory borings and variations in the subsurfacc iob No. 106 l0l7 3) ceftectr -v- condirions may not become evicient untii excavation is pcrformed. lf conditions encountercd during construction appear clifferent frorn thosc described in this repoft. wc should be notifiecl so that re-evaluation of the recomnrendations mav be made. l'his report has been preparecl for the exclusive use by our client for clesign purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field sen,ices during construclioil lo ret'ierv atttl monitor the inrplcmcntation of'our recommendations. and to verify that the recomtnendations havc been appropriately inrerprered. Significant design changcs may rcquirc additional analysis or moclificarions to the rccommendations presented herein. We recommencl on-site observation of cxcavations and foundation bearing strata and testing ofstruclural fill by a reprcscntative of the geotechnical engineer. Respectfully Submited, HEPWORI'H - PAWLAK GEOTECT{NICAI,. INC. Reviewed by: Stcvcn L. Pawiak, LEElksw Gaien A. Aaslantl. Architecr Louis E. Eller Job No. 106 l0l7 ce&ecn APPROXIMATE SCALE 1" : 30' SANDSIONEDBNE .t I 8240 _lt /I // - - - - -EXIS-TING- -'-- -/ | /_ __ .._.- DUPLEX IBoRrNGz 1I4BSANDSTqEoB1yE _ i - r-----.1r-_-ffit!<_: i7f:-|Bzso\: -'--414 |--larsotj--( /' | : : : ennCer : : : : : [ : : : : : eAnai :,1. | - l, pARcEL pARcEL 1s Ya\ ll.'..114,..'.'.'1'.'...'.1tti. ,lli 'r1 i rsi t-.. l:::::::::::::::::::l:::::::::::::::::::l l' I i ir\ i l:::::::::::::::::::l:::::::::::::::::::l.tl I r-----l rL - L------159[----------1-' ! ogcr Iu-"-11'--J 82r0 - 1061017 e5Ftecrr HEPWoRTFPaWLAK GEqrEcHNlcA- LOCATION OF EXPLORATORY BORINGS Figure 1 BORINGqt tr\/ - 1 8238' BORING 2 ELEV.: 8237.5' EXISTING GARAGE FLOOR LEVEL 11/12 15112 0)(D c E 0) 20t12 -200= 44 8112 APPROXIMATE LOWER FLOOR LEVEL 5112 WC = 14.7 DD:92 -200:39 20112 b o) LL c E o LU 8215 50t12 +4-22 -200=24 65t12 wc=5,6 iq=tg -200 - 13 8215 Note: Explanation of symbols is shown on Figure 3. 106 '1017 ceFtecrr HEFWORII+PAIYLAK GEoIEcHNICAL LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: rvll/\ FILL; sand and clay with gravel and scatterd cobbles, some organics, moist, dark brown. t\11|Z_\l Fj:?llili;l SAND (SM-SC); silty, clayey, gravelly, scattered cobbles, possible bouiders, medium dense to dense, moist, t/fl brown. Possible sandstone bedrock at oottom of borings. t-',U Relatively undisturbed drive sample; 2-inch l.D, California liner sample. I t Drive sample; standard penetration test (SPT), 1 3/8 inch l.D. split spoon sample, ASTM D-l586. Drive sample blow count; indicates that 15 blows of a 140 pound hammer falling 30 inches weretct tz required to drive the California or SPT sampler 12 inches. :r Practical drilling refusal. I NOTES: 1 . Exploratory borings were drilled on January '12, 2007 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan orovided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided and checked by instrument level. 4. The exploratory boring locations and elevations should be considered accurate onlyto the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. , il ; . 6. No free water was encountered in the borings at the time of drilling. Fluctuation in rryater level may occur wiih time. 7. Laboratory Testing Results: WC : Water Content (7.) DD : Dry Density (pcf) *4 = Percent retained on the No. 4 sieve -200 = Percent passing No.200 sieve '1061017 ceFtecrr H EFWoRTT+PI.IYLAK G EqTEc HNIC.'L LEGEND AND NOTES Figure 3 o LLJz F LUt Fzul()c LIJL 0 10 20 30 40 50 60 70 80 90 100 TI[,4E READINGS 45 MrN 15 MrN. 60MtN1gf/lN 4 MtN. 1 MtN. U.S. STANDARD SEFIES #50 #30 #16 #A U,S. STANDARD SERIES #50 #30 *16 #a CLEAR SQUAFIE OPENINGSgl4' 1112 3', 5',6', CLEAR SQUARE OPENINGS glg 3t4' 11/2', 3" 5"6" r0c s0 80 70 @ 50 40 30 20 10 0 z U) TLFzulO cc LIJ .001 037 .074 ,150 300 6co 1.14 2 36 DIAMETER OF PARTICLES IN MILUMEIERS CTAY TO SILT GRAVEL 22% LIQUID LIMIT % SAMPLE OF: Silty Clayey Sand with Gravel TI[,4E READINGS 15 MrN.60MtNr gMrN.4 MrN. 1 MrN. % SILTAND CLAY PLASTICITY INDEX O/O FROlvi: Boring 1 at 20 Feet rrIza (L z LIJ(J(Y UJ o_ ,, 100 fs0I-1 ibuI-1 ^^l/u-l-1.i 160I 150 l+oI-l -1_t fzo-t-!f ro-l'-f-'1 - 203 LI u-lz F LUE Fz Lll r LIl o_ 24 45 0 10 20 30 40 50 60 70 80 90 100 .001 13 "/" LIQUID LIMIT % SAMPLE OF: Siltv Clavev Sand with Gravel CLAY ] O gLT .OOb.OO9 019 .037 074 .1SO 300 600 1.18 2.36 DIAIVETER OF PARTICLES IN MILLIMETERS 4 75 9 512.5 19.0 37.5 76 2 pl52 % SILTANDCLAY ,I3 % PLASTICITY INDEX lO FROM: Borinq 2aI2OFeet 1061017 c$tecn HEPWORN+PAWI-AX GEOTECHNICAL GRADATION TEST RESULTS Figure 4 t!o- d-o)z J C) -,o uJ co 't) q) - >: 'J7 l) c!= =I&q)' >rll)13> u) l) B ()h rJ C)h= 'J7 l) ^UJtrZ=zat- bHE E =E- Ir =J dlu calg,lu F Hx EH 8 Fni* st *c{ca) co z = E(9 o^ =e vrn 'fF- 5s e'lc.l ca i- =xe Et-ts a.l <e.2EJU)?6' €>98 tr)\o6 \$!A zo Fs -J = It--irdtL, !N ral C.l z.(\ F\ \oo z upZ-r li(,3pt-==k(JF- E>\ d.il9 Y-3<u{o =9<{tritoFEd.o ==LU -rJ_ tn Office Gopy APPROVAL OF PROPOSED CONSTRUCTION PLANS PARCEL I4A AND PARCEL I4B CASOLAR DEL NORTE HOME OWNERS ASSOCIATION WHEREAS, the Casolar del Norte Home Ownen Association, a Colorado nonprofit corporation("Casolar''), is the owner in fee simple of that certain real property located in the Casolar Vail and casolar vail II subdivisions in the Town of vail, eagl6 county, colorado, known as the Common Area of Casolar Vail and Casolar Vail II, as deicribed and Aefined in the plats recorded respectively in the Office of the Clerk and Recorder, Eagle County, Colorado on June 19, 1978 in 9o9k2?l atPage 215 and on November 1978 inBookiTT atPageS24,andas alsodescribed and defined in the Amended and Restated Declaration of Covenants and Rsstrictions for Casolar Vail(also known as Casolar del Norte), recorded in such Office on December lZ, lgg1n Book 596 at lFe 4?5-(:Pgclaration'), a1! which is a portion of L,ots A_2, A_8 and A-9,-Btock A, Lions Ridge subdivision, Town of vail , colorado (,common Area-), and firrther is the Association described in the aforesaid documents; and WHEREAS Dabney Penick Pierce ("Pierce"), is the owner of Parcel l4A and Eileen C. penick ("Penick"), is the owner of Parcer l4B, casolar Home owners Association; and WHEREAS, Pierce and Penick together have approached the Home Ovrrners' Association to secur€ approval ofcertain plans to renovate and remodel the residential structures fo"ut"O *Parcels l4A and l4B; and WHEREAS' las3lar las Rroperly reviewed and considered the plans, drawings, and documents presented to the Board of Directors, and deemed the project to be consistent frth the recorded documents, bylaws, rules, regulations and practices of C-a"otur; NOW THEREFORE, TTIE PARTIES AGREE AS FOLLOWS: l' Casolar hereby grants its approval of the plans, drawings and documents as submitted tothe Association on M1l |,zoaT,incruding erevation s'i<etches, site plans, and proposed roof plans as disclosed. 2. Casolar acknowledges thai these materials will be submitted forthwith to the Town ofvail with a request for iszuance of a building permit, and by this document grants its assent to the issuance of the permit in accordance with the disclosed documents. 3' Casolar acknoruledges that Pierce and Penick have discloied, for purposes ofcalculationof combined Gross Residential Floor Area (*GRFA") within the s'nuctures located on Parcel l4A and Parcel l4B, that it is Pierce and Penick's information and beliefthat the existing GRFA measures approximately 4,699 square feet. pierce and penick have disclosed that Parcel l4A and parcel l48 are expected to contain GRFA measuring approximately 4,949 square feet, and casolar hereby waives any objection to the calculation of GRFA and the incorporation of the additional G{rA-into the renovated structure, provide that the same is approved by Town of Vail. Casolar acknowledges that Pierce and Penick have disclosed that they intend to seek expansion ofthe GRFA located in the structure by applying for approval ofan expansion of250 square feet available to owners ofresidential stuctures located in the "Residential Cluster" zone district of the Town of Vail, and by this document grants its assent to the owner's application for said expansion. Casolar acknowledges that the project, as disclosed, will expand the site coverage of Parsel l4A and Parcel l4B within the Association boundaries. The Association presently has used approximately 12,834 square feet ofsite coverage, out ofan available lS,S2SsquarefeetunderthezoningcodeoftheTownofVail. TheAssociationretains the right to expand its site coverage an additional 5994 square feet ofwhich Pierce and Penick have requested the right to use 450 square feet(1.5o/o\; the Association tberefore deems the expanded site coverage requested by Pierce and Penick to be within reasonable limits and an appropriate allocation ofAssociation site coverage rights. Casolar acknowledgos that certain improvements (specifically including an existing sfructur€ measuring approximately 7.5 W 25 fer/,located on the south-west corner of l4A) which are aftixed to Parcel l4A and Parcel l4B encroach into the Common Area of the Association at the making of this Agreement to Proposed Construction Plans and Notice ofAssooiation Approval, and all parties hereto acknowledge and agree that certain improvements on Parcel 14 will continue to encroach into the Common Area of the Association following completion of the proposed renovation. a. Pierce and Penick agree that the renovated improvements shall be contained inside ofthe dashed and shaded area on the attached document labeled A5A, and shall at their expense map the renovated improvements promptly following the completion of consfiuction to a sufficient degree to allow for accurate mapplng. b. Casolar agrees to execute the atiached Grant ofEas€ments with respect to Parcel 14A and the attached Grant of Easements with respect to l4B upon completion of the legal descriptipn of the Encroaching Improvements and its insertion into Exhibit B of each document. c. Pierce, for hersetf and her successors and assigns, agrpes to execute the attached Grant of Easements with respect to Parcel l4A, attach the description and map of Encroaching Improvemcnts, and promptly record the same, d. Penich for herselfand her successon and assigns, agrees to execute the attached Grant of Easements with respect to Parcel l48, attach the description and map of Encroaching Improvements, and promptly record the same. Pierce and Penick represent and agree that they will engage the services ofa properly licensed and insured general contractor in good standing with the Town of Vait to difect the construction ofthe proposed renolation. Pierce and Penick further agree that to the extent that any Common Area is disturbed by the construction, it will be restored to its condition immediately prior to constuction promptly upon completion of the project. 4. 5. 6. 7 Agreed and approved this day ofMay, 2007. CASOI.,ARDEL NORTE HOME O1VNERS ASSOCIATION A Colorado nonprofit corpordtion NEYPENICKPIERCE Dabne Penick Pierce EILEENC. PEMCK By: Eileen C. 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T TJ t T u T zIIEI F ls !ill !e I lE o FF il0.4/10Jun. l). 2001 l0:l)Ail EdE .trE ir,g a Eg 6 s 'ldog H FTeu caH E +!si .i =tFi iEEf o. qlll)-Y'iun. l). 200/I)AM nlo!lio. rt H E "fra -A I Eco. a .E B 5 -o.ie0G' -3 e Ea€ e E5!r €C '6Yfl TE dAo Exc 9g t &CE E-!ncl g a;I5E scJtloo5tt,le udl A.- i I I II I I I I I I I I I EI EIo:tl!!ai{l 6!ti EI *IF o ttoEo UJo ilii* iiiisi ffii HEilrii E fi pE* ,gf,if; EliE?:TF:EEFts:t635PIootto.t|. #rEll E.f t1 .A0 E! I!.8!l sii iiiiii',s t C'ad. Ec.B q Ee : eC.ea {c- E.!€aat 0, 4 /10_r, IJun. l). ZU(}/ l0:l)AM * =ootot|lo I I I t El €t ilq tl .9t EI Hit F.l :l b.co.l!t \a I.!€ 4 e!l b E aIjcao:ll4g g a. o*t,4 E* sat 9! GIo R .I c 3 .e€Ifr F6I+vt c !l.!!q gL Ii .!, 6 zg Jco0 E GI1 ca HHq * Lozf 1 9ot EI3B Ee € =g EalI b 'E aa !l E E E F; F! El' z !EEA F.! 3E6E B 6. IAI Jun. l). 200/-l0:l)A tlo.4li0-P. ETYI s0 .tE eg a;o a.E f, d o-- g tilI g T A FtgG Et!I ? 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E.!!nq! aetz> 5E E'r scJr'looElrld EI vE A I I I -{ El B.ot.lI !l tC' EI A EIt Eq a{EoGI *o 'E!!Id Eo $ .to F€€.f \a- tl,!aa4 a, e ! .g! 5 EJ!lAo E Hc(.)dF Or s =oot n dl ! I ! I I I I i I I t I I I I I IaEIoi iri Eil 8l lt!{.iolE:G!q ri ,ql Jun. 15. 2007-10:16A llo. 4730-P. I ID 0oaA a.I Fri ,Io FC'o n .to t9a & I EI 5 Eq No F .c o 'E5€ d EoE n 5t B Bc e = 1rtctoGII€ ';ag G4 !oo a, Eoc ||1 3E l!a t3l!l* I I t_llI.lIEtall4tgttl' El 3 3l i Ft d Et g 5l E :1 p FI E E 6 fr g Jun. t). 2{J0 i_t0; t 6A t{0. 4 /30_p. I \G' bl{ I GI;l EI I| nalFlll fll F.!Iff UI \3o toAod C:0 .L E5 { 1r,q GIIG'! 5 B It!€ E E!€tET€tlIg: .!tt;'E€. E-l!IaoE Pcl()& lrr O. * =ooq otuo vr tl!at|* F'G cl Jt .Act E5';Eni!gI; -.tt 6 =c, VrF FG; frjoFo Ecd fd(JIt FT* r9B9 e4 Eo.P E Gq GIooal ,n e B r-E\J! 'Edld I{0,4/iU Y.t4Jun. t). l{JU/ tu:l/AM Ec!afr C ' fr a E Elao E&l4 GA(,a rd* t\ c?r$ \lc to3a E9 F Et oo dIafI 5t Ea€e 'HFERGUSON-*V llydronics Branch #L727 3625 E, 48b Ave' Denvei, CO 80216 riori izo-qarr Fax (303) 355-0408 Toll Free (s66) s64'4901 ;!o.\ \o== P*q"es{<J' b$ "*- f?/e*u( (xacF /ocolu-s -4' €n'"--*/'t 6L '; * /^ ar%u' atztvn 7''*7os'l' ' Jun. 15. 2007 ll:28A|\| CompanY:-?, From: ilo,4714 P. I -^]ptv€iT- Number of pages including this one & Oate 06J EJ07 >.rrb LPJ* Jun. 15. 2001 | | ;29A[| Radiant Works 2002.08 Zone List l\lo. 4i34 P. 1 06-15-2007 Prolect Intormation erc1'ect ffame: PIERCE REMODEL SNOWMELT ProjectNumber: Project0uob: Deiigned For: AVALANCHE PaH P O BOX420 EAGLE CO81631 Phone N umber'. 97 0-32*4 421 Fax Number;970-3284n2 ltutes: Please note: per Jeff the snonvmelt ls going to be the deck and the font of the garage. He dld not know for sure' I need exad locations to scati off ttre prine br conect heat loss. nis ls pst a tough esfimaE I aleo need to determine suppf' unU rAlr, so knowing exaci locat'nns will help me' Requested isa high effic'nncy boiler in the mechanical nlom as 1 o$ion' 2nd oPtion is in outside boller- Gontac't Information Desisned BY CALEB GODFREY ;ffi;t Narre: FERGUSON ENTERPRISES Phone Number: 303'32Ga833 Fax Number 303-355'0408 Please rcvi* this inbrmation alrd call me Room Room Nanr Pdmary Spadng Iinl Primary Atea IfFI Band6d Spooing llnl Banded A'3r ttrl HcatinE IntentitY IBt|lhtrl Requircd Heat tBfuftI Ra.lltnt Capacity lBluAtI 6RAGE/DECK 10 1,600 148.2 237,076 237.178 Tone SupplY Fbid rFl Delta T rFl GPT Heed tfrl Panel Loed TYPG Tubc Length ftl -No. of Cirouils RadiantPE x I 92 20 26.6 ar9 QN Requitsd HeBt or Radiant Capaclty (+ back and edge los$es) Totals Radianr system Pum6ring Specs:26.6 GPM at 30.6 feet of head' (exoluding Supply & Retwn piping.) Radiant System Boiler Load: 242371 Btu/h (exchrdlrq supply & Retum pi$ng losss and Aux- Heat' if requircd) 2025 ofS/ff RadiantPEX . Report not valid unless Assumption Repoil has been rrerified. SNOWMELT 1600'raCopyrigh(c) VYetts Radient Pege I Jun. 15, 2007 ll:29AM Rrdiant Works 2002'08 P O BOX428 EAGLE CO81631 Phone Num beri 97 0-328'4421 Fax Numben 970-3284272 Prolcc't lniormstion i.i"A H".., PIERCE REITODEL SNOWMELT Proie* Nurnoer: Projecl Quote: Oesigned For: AVALANCHE P&H AssunPtion RePort Nobg: Contac{ Infornalion Designed BY: CALEB GODFREY c;ffi;il N;te: FERGUSoN ENTERPRISES Phone Number: 303'32M833 Fax Number: 303'35S0409 l{0,4734 P. 3 06-r*2007 Please not€: per Jeff the mowmeft is going to be tr|e deck and the fiont of the garage' He did not know for sure' I need exad loCations to scale offthe pfints for mrrect neat'toss. ittis -S it'et a pugh eslimate' I also need b dete(mine supW.nO tait, so knowlng exacl locations will help rne' Requestid is a high effii*:ncy boiler in the mechanlcal room alr I oplion' 2nd option is in oulside boiler' Please eview thls infoqrna'tsq 3!E! re[11g GARAGE'DECK Pannefgrrc: SNOWMELT 161)0'reCoPyrigbt(c) Watts Radrant Prge I ' Jun, 15. 2007 ll:29All llo.4134 P, 4 Radiant Works 2002.0E Asrumption Report 06-15-2007 Signature:Date: SNOWMELT 1600'rrCopyrigh(c) lVatts Radient Page 2 t T t I T I l II t t t I I I I I I I Galen A. Aasland. Architect P.C. Window Notes Pierce Residence 6-14-2007 l.) All windows on drawings shall be supplied by Pella Doors and windows, pell4 low4 502t9. 2.) Windows are fixed unless otherwise indicated. Refer to exterior elevations for direction of swings. 3.) All windows are painted metal clad. a.) windows to be at red to match DRB approved color at exterior 4.) All windows shall be insulating glass. 5.) Tempered glass to be supplied as required by all codes and reviewing authorities. 6.) All glazing to be specified for high altitude. 7.) Provide egress hardware as required by all codes and reviewing authorities. 8.) All operable windows to be supplied with screens. 9.) Supply nailing fins as per details. 10.) All glass to be Low E2 I l.) Windows to have T.D.L. pattem or simulated T.D.L. as per elevations. P.O. Box 383. Vail. CO 81658 970476-8181 D6.:.1 6fi4t2007 I I t t Window Schedule Pierce Residence 6n4/2007 Type Pella No. Rough opening Notes ._ . A 3l-2929 '7'-3/a"x2'-53/t- FactoryMull . TDL r, B ll-2347 l'-ll 3/t"x3'-ll Yi' TDL I - C ll-2947 2'-5 3/i'x3'-ll /t" TDL I I D ll-29_ 2'-53/a"x Arched Top I TDL Submit Shop DrawingsI t E ll-47- 3'-ll 3/e" x4'-llt/i' ArchedTop TDL I Submit Shop Drawingsr. F ll-29 2'-5 sA"x Arched TopI]mLt Submit Shop Drawings I G n-zgzg z'-s'A- x2,-5Tq,, TDL ! H 11-3535 2'-ll3/a"x2'-ll36" TDLII I l '2gzg z,-53/i,xz,-5%" TDL I I 3lA3fi 5'-9 x/t"x 4'-5 3/au Factory Mull1 TDL ; Submit Sirop DLawiugs I ' K 3l-2347 5'-9 Ti'x3'-ll 3/q', Factorv Mull TDL I Submit Shop Drawings T J L 11-2547 2'-l 3/q"x3'-ll3/c" TDL Submit Shop Drawings I D6.z 6lt4noo7 tr R V I I I I t I I t I I I I I I I I l I I M N o P a tt-2947 lt-2947 1r-2559 tt-2959 25 2547 47 4747 2t-3547 lr-2929 29 29s9 59 5947 29 2935 2'-5 3/c"x3'-ll x/l' 2'-S Tt"x3'-ll 3A" 2'-l 3/a"x 4'-ll t/4" 2'-5 t/t"x 4'-ll 3/t" 2'-l 3/1" x 4'-ll 3/8" 3'-ll 3/t" x 5'-10 31"x3'-ll 3A" 2'-5 Y4' x2'-53A" 2',-5%" x 4'- ll 3/q" x TDL Submit Shop Drawings TDL Submit Shop Drawings TDL Submit Shop Drawings TDL Submit Shop Drawings Factory Mull TDL Submit Shop Drawings 2'-l 3/4" R.O @ outside spring Arched Top TDL Submit Shop Drawings Arched Top Factory Muli TDL TDL FactoryMull TDL Submit Shop Drawings 2'- 5 3/t" R.O. @ inside spring tine Arched T.;p Factory Mull TDL Submit Shop Drawings Arched Top FactoryMull TDL Submit Shop Drawings 2'- 5 %" RO. @. inside spring line D6.2 6lt4/200'i a S T U w 2'-5Tt" x" I I I x rbzsss I Y n-47ss I t I I 1r-3s47 I cc rr4747 I EE '-35se I FF \-zss3 I cc 3r-zsss I I I{H 2r-2s47 | tr rr-zszs I Jr rr-zszs l I t Arched Top 2'-l 3/i'x 4'-ll 3/t" TDL Submit Shop Drawings 3'-ll ?/a"x 4'-ll t/4" mL Submit Shop Drawings 4'-lo3/r" x2'-53A" FactoryMull TDL 2'-l 3/a"x 4'-ll tA' TDL Submit Shop Drawings 2'-ll 3/q"x 3'-ll 74" TDL Submit Shop Drawings 3'-ll 3/t"x3'-ll Y." TDL Submit Shop Drawings 2'- ll,A"x4'-ll 3/i' TDL Submit Shop Drawings 2'-5 3A"x 4'-5 3A" TDL Submit Shop Drawings 7'-3 t/i'x 4"ll3/t" Factory Mull TDL Submit Shop Drawings 5" -10 3/q"x 3' -ll 3/+" Factory Mull TDL Submit Shop Drawings 2'-53A" x2'-53/t" TDL Submit Shop Drawings 2'-l 3/i'x 2'-l 3/t" TDL D6.2 6tr4D007 J z 2r-2929 AA tt-2559 4l 4159 KK LL MM NN I I t I I I I l I T t I I I I I t I I PP 114759 ?l-?3 2t-2359 4l 4t59 29_ lt-2121 3'-ll 3A"x 4'-ll Y1' 3'-103/t"x 3'-5 3/t"x 3'-5 %"x 8'-103/r" 2'-5 eA"x 2'-l 3/r" @ center l'-93/n" xI'-93A' TDL Submit Shop Drawings FactoryMull TDL Submit Shop Drawings Arched Top Factory Mull TDL Submit Shop Drawings Arched Top FactoryMull TDL Submit Shop Drawings Arched Top Trapezoid Submit Shop Drawings TDL D6.?. 6114l ziU ) 4 0.38 {,#r 0.21 '#.'!,fr 0.17 0.24 [:fd 0.21 wt,, o.22 F,tg 0.17 0.21 fiH 0.23 0.43 Hi*t 0.3s fri?a 0.35 0.32 'rti# 0.34 sr# 0.34 I I l I I I I I I t I I t I I I I I M6' clear lG with 3 mm lY16' Low-E'l HA lG with 3 mm 13/16' Low-Er lG with 5 mm 13^6' Low-E,with 3 mm 1Yl5' Low-E,lG with 5 mm bronze lvt6' 1 Y16' char lG with 3 mm 39# 34 ilz 19 Ardrltect Serhj Wood 13/16' Low-P HA tG with 3 mm I Yl6' Low-F lG with 5 mm 1 3/1 6' Lor/-E,with 3 mm 13/l6' Low-E,lG with 5 mm bronze M6'Low-E,lG with 5 mm green (1) Glazing performance values are calcuhted based on NFRC 100. (2) clirnate Zon6: N = North€rn, Nc = ll,orth/central, SC = South/central, 5 = Southern. For fiEre Intormation, see the ENERGY STAR guidelines. For center-glass values and total unit values that include window lashions, see Volume 1, Section C. R-Valu€ = 1/U-Factor W Re'/.0U312007 Pella 2007 A.(hlt€dural Drrlgn M.nql . DMjon 08 - Opanlngr . Wlndowr rnd Dgo6I I I I 11 / 16' 't1t 16' 11 / 16' 11t16', 11/ 16' 11/16" 11/16' 11/ 16', 11t t6' 11t16" 11 / 16" t1 t 16' 11/16' 11 | 16' 11/ 16" clear lG with 3 mm glass argon-filled Low-E2 lG with 3 mm gtass Low-E'z HA lG with 3 mm glass [ow-E, lG with 5 mm bronze/3 mm Low-E Low-E'? 16 with 5 mm grayl3 mm Low-E 11 t16i:r.lG with 5 mm 3 mm Low-E .,, ., t't6.3 mm glass argon-filled Lo\r/,E, lG with 3 mm glass Low-E2 HA lG with 3 mm glass Low-E' lG with 5 mm bronze/3 mm [ow-E low-Er lG with 5 mm gray/3 mm Low-E Low-E, 16 wilh 5 mm mm Low-E 1 1/ 16' clear lG with 3 mm glass 1 1 / 16' argqn-f;lled Low.Er lG with 3 mm glass 1 'll 16' Low-E, HA lG with 3 mm glass 1 I / 15' Low-E, lG with 5 mm bronze/3 mm Low-E 11/16' Low-E, lG with 5 mm grayl3 mm Low-E 11/ 15" Low-E? lG with 5 mm .J_1{L5: tlea_r lG_with 3 mm glass 1 1/16' argon-lilled Low-E2 tG with 3 mm glass 'l 'll 19'. toW;E1HA lG with 3 mm glass 11/16' Low-€, lG with 5 mm bronze/3 mm Low-E 1 1/ 16" .Lo.t v:F'z.-tc with 5 mm gray/3 mm Low-E 'I 1/ 16' Low-E'? lG wrth 5 mm 3 mrn Low-E 5/8' clear lG with I mm glass . VQl.!(gpl4lgd-Lo.w-E, lG wit[,]tmm glass 5/8' Low-Er HA lG with 3 mm olass ".t4:*S$,"+:"lF .With 5 mm bronzeli mm Low-E 5/8' Low-E'! lG with 5 mm grayl3 mm Low-E 5/8 "idw-E!i6 with rnm Low-E :1.'!{'l6,i,l argon-filled Low-E, lG with I mm glass Low-E'z HA lG with 3 mm glass Low-E'l lG with 5 mm bronze/3 mm Low-E Lgl_v-Er lG with 5 mm gray/3 mm Low-E Low-Er lG with 5 mm green/3 mm Low-E 0.49 0.35 0.38 0.40 0.40 ..0.40 0.49 0.34 0.37 0.lB 0.38 0.38 0.51 .:- .!33 o.37 ..,. 9.90. 0.40 o.49 0.32 0.36 0,38 0.3.8 '0.38. 0.3 r .:. '.t0-'15 .. ..,. 0.36 ..i ,._.0,36,. .,,... _. 0,36 <o )l fl 34 28 o.49 0.27 0.27 0.23 0.21 v,zo 0.54 0.29 0.29 o.26 0.23 0.28 57 50 50 ?7 41 51 45 45 29 25 39 I 0.56 0.30 0.30 0.27 0.24 u-29I t I I I l I I T t 0.62 ,.. :i, 0.33 0.34 0.29 0.2? 4.32 00_ 57 38 32 50 ol 57 57 2). :,50 0_61 0.33 0.33 0.29 ,. -'* o.27 0.32 , ,ri",',' 0.31 0.49 0.27 o.27 0.2 3 0.21 0.26 45 .+l 30 25 39 0.34 0.36 0.36 0.36 BEST I]UAGE POSSIBLE (1) Glazing performance values are calculated based on NFRC 1OO (2) Climate Zones: N = Northern. NC = North/Central, SC = South/Central, S = Southern. For more information, see th€ ENERGY sTAR guidelnes. For center-glass values. see Volume 1, Seclion C. R-Value = 1/U-Factor Glazing Performance Total Unit n L ..1 P€lla 2007 AKhitedural Delign Manurl . Division 08 - Openings . Windows and Doorj I Al T I t I t ! I II G €lalv VaueEf- lu4'E#3r$k'Lt/#ffir,-t 1' ,Vi,}:tEM*-"j P,-[1,ftff* z* fiuo llxv dnI{FJd" f^fi12o:*oe l)oog 30rre --il tr*funW" - p-ll Dr11- ;'lsuu<nod - -?4//, +t,.irf LJILU -'gw#tqw+ ,lie lzEll€EF F;qn;5?aPe& o"v! r,p Lln ur- fl l?-n sATt- I I I I I I I I I I "tt filll*q-F.ruuileqfi- -tt_ |il Pierce Remodel | 148 Sandstone Dr. Vail, Colorado et'T,eW G|len A. Aaslind. Arcldtect P.C. P.O. Box 383 VaiL CO 81658 9704768 t 81 g6,lffiffiitqr*t', b,+ [-lauL tl/ sh] € Voa l/\r<< | ,/' 'F I4l4 Ed(, t J?nf"l- IIIAL 4)b9mo12'F ll D.H, Ll{t7 bn +rr1tr\ lJ,l-. ?ct5.anr1?p, ?3Wn 5€Jtllgt l \/l T I I I I I I I I I I I t I I I I I '4tfrl"ltrt'o/fllltr zN 4W Tfe,avtq +tt %\rp afalrnrul?*neq * ?WE?1W#TTAftW * qffiF."r/.\ftffYt.w . t*F€j"ilEd/F$il IIALL \l-l 4f6t6r&1orl *gtt rlPtr I Orilrtl Pierce Remodel I 148 Sandstone Dr. Vail. Colorado Galcn A, Aasland. Archllcct P.C'. P.O. Box 383 vdl co 8 t658 970-476-t I 8 I I I I I I I I I '['--t"-..| --4-- Iil [#*JJ''1-I e', FrrtrstJ IatwtL I H:]il:,vltr.rel2ret-t A o ', .,ubl tah,q\?Po"4f , furraj 4artz. -H suv; 9g;.r TgT4-tl4rutLA\- I I I I I r-_ Q 4a ?*\(Cf vae-7i(, Galq A. Aedrnd. Archltect P.C. P.O. Box 383 Voil, CO 81658 970476E141 huL ltud- AFIaLE - H4 il 5",r!+rL-#ilq--4p2,tr[[z z*{z lr0-lw7 Qw* -+@due - ail ?4 W.ft&-p et-Avbo +'aE-i(*? cA'rw_bTt)rf " od ,(n rltu u.n4ad ?tr c?* fu-fl)ee ---t cblPvT^[, (qD -o,] ^?o'lc,?.y. lu-IAooA - fL'.qpty-Aq|^L -l q^lt n,(c,tl*t' ?ptiltw X"t#"tfty,# 'ilftr4?fllfzqLAllo' I Pierce Remodel I 148 Sandstone Dr. Vail. Colorado Galen .4,. Aasland. Archltec-t P.C'. P.O. Box 383 Vsil, CO 81658 970476.8181 I tll.rl'\lr : I I I t. rl.[ Pierce Remodel I 148 Sandstone Dr. Vail, Coiorado b/4" tA@? atV -q1oqt'1gg 7b' a'n"-' *' OI-'iJ x-ue|t] 4 t-1ru YA.rcF- E''ffilEF_ f>*if t\gt)', i'torl .Zt4 ant"L thil - 4*r{q;p :ff , A-,JUL illDQ t"u.rt4-ETA4fp al YrveFoH 4u c.'Dt FelAooQ (4fr€fu Frqlltlr- - fuil btt lloh?o{.rr\uLlI F:tT11'17Et1L b! J? il^LrL fi\ +)w { DccL tl BEST COPY AVAILABLE l)r r Gelen A Aaslmd. ArchitccL P.(i. P.O. Box 383 Vail, @ 81658 970476-8t8r ,ePhstf s1116;fe. rrl ArfiHF'|tr .hlivdc,o'i 'l- "+ a+&er EA, Llrr1rw1fr,%rffilffiffifry- I| -/, +tt+(bl A'-74 q''4 e.a, h';^8ffi*,i1l"'Jli",;w',ISslH#^Ft7eq fr-.e*r,1J ffi*ry_J I I ,.,.--.l,.-,.t I ?gEdffi,*,,"o ktn).+.etw tzr*tr I v ? q. c.e*.P 9tfrt\- Pierce Remodel I 148 Sandstone Dr. Vail. Colorado Gd.r A. Arlhn Archltrct P.C. P.O. Box 383 VaiL CO 81658 970,47G8181 I I I t I I I I I I I I I I I t I t I :AfryxA|'.:l bHNhlY:z ,N:Ffflttu eN? . ff- %'o,t'),\( lav*p,6,2 &A^Lt Ettr'cf t),tt*lPaii c.rlttlrrOg (#? lNgFll*lA* -c,eq g*lc fl,o,'1 '.. 7t Wnb!#o^' 1Fl?5oA F ;?ge vl<,llc,c. ALtrDthtE s,oe|.F v1 ?Llule(,o 6r)e,rTuil1 -AA qa'ilcfurA L b JIL .',rNoL. br^WLl' rs'i'"r 34/ Pierce Remodel I 148 Sandstone Dr. Vail. Colorado O.len .{. Arllrnd. Archlt4ct P.C. P.O. Box 383 VaiL CO 81658 970-476-8 I 8 I B8BI q AVA|LAB! E I I I I oLrt?t 'corlTtrtdad5 lp.ildf!.atu8@\ 1-(?-HEllr- l'l5Ef sais3{ \ 4e b.cz2^|, "A *lL \ ?'1. Oe*' bTrl 4l|tit2 F+warl9 tl/orurx Alra"*z I t 4' 114 cwsL - 1f+Ne0 4q W,b,?il'ilL F-ll FaTte .2#t bq.o aat^0 - tfr trt es AT il41 I *oP1 dJ,Lur , { tla|lrt[urT +0A fl19 0rr49rrltofu Pierce Remodel I I48 S&ndstone Dr. Vail. Colorado BEST \ COPY AVAII-ABLE Grtcr A. Arshnd. Arddtrc,a. P.C. P.O. Box3t3 vail CO 81658 970476-t tt I ,t,l Bflqftlsle y_ fiou +tttttq.Afi,rc_tL l\ I I I I I I wT,,ffi+ dofirrlrJptl9 cM lldlarf4E!{ -L- HrW4;*trr^f, 4r-p 1s'fue, Pierce Remodel 1 148 Sandstone Dr. Vail, Colorado 2oa'z P Fr,^a1;'O \4 zDat (dful fuxSl1r4l \ COtytTgftfl'e.4jytq Wl D".lI vair. co st658 ll sg1tc I =r'o" II e?04?68r8r ll J ulnoot I I tt(wtrt I INIVA* 1.6.ft- c-Q*- SNdd l^lntu 0 ERr; Pierce Remodel I148 Sandstone Dr. Vail- Colorado Galcn A. A.chnd. Archia.c( P.c. P.O. Box 383 Vail, CO t1658 970476-8181 Wew'lrit?tr'4r{'YEft.e[n".- "o oZ. d?q- F|',6tl[t [ ruu ,E4rol Pierce Remodel I 148 Sandstone Dr. Vail, Colorado Grtcn A. Adrnil ANhlt ct. P.C. P.O. Bor 383 vail, CP 81658 970476-8181 I I I I I I I I t I I I T I I I I I I ?failE vareP / -"-' '- A)W ?rffi#r,flFrffi" HztW- Qe,. .1A)CngtV t-lzno Calen A. Arrbn4 Archltcct P.C. P.O. Bor 383 Vril, CO t1558 9711-476-818 l Pierce Remodel I 148 Sandstone Dr. Vail, Colorado I t I I I I I Jadh a-refle Pierce Remodel I148 Sandstone Dr. Vail. Colorado BEST COPY AVAILABLE G.lcn A. Ardrnt|. Archlt .t P.C P.O. Bor 3&l Vail, CO 8165t 970476t1t1 l-".r*l|iqnw I I onqm I I I I I I I I I Pierce Remodel I ltl8 Sanalstone Dr. Vail. Colorado wl-DJI vrit co stose ll scrlc ?"=r'o" II ezo,rzcrrn ll 1 ,4"* | | qruon I -*=^tl ilaclA avw -elqplsrEe- 1nP. 5Wi€ './ sr.lB- Pierce Remodel I 148 Sandstone Dr. Vail, Colorado Gdcn A. Aglrnd. Archltcct P.Q P.O. Box 383 v8il, @ 81658 970476.8181 D. sotcf=t'o- , Llnoll /,tt l./l t)'-. I I I I I I I&@fufiilctJruI I I t I I t I I I BEST '! COPY AVAILABLE Pierce Remodel I 148 Sandstone Dr. Vail, Colorado GdGn A- Asl.trd. Ardltc.t P.C P.O. Box 3&l vdt, co tt65t n0476.8t81 #e\Gle+ -AnfP.^g W?e:.qq*.,*L 4Ut4- Fl arp Pierce Remodel I 148 Sandstone Dr. Vail, Colorado Gdcn A. Adrnd. Ardrltcct P.C. P.O. Box 3t3 Vail CO tl55t 970-476-8181 d+ $* I I I I I I $_ .ltI\IG 6ITstil i \rLtI' \ ct s ,$1 s.\d\t sll,s\:l- = .y- L', iNr ik l(llJi Piiiti ":lV-:_r- )( _Cr t Tt d'' s{ 4wwQPvT I t llq^--T :3$u I ll-1--- - Goten A. Achnd. Arshft.ct P.C P.O. Box 383 Vail" cO 81658 9704764181 Pierce Remodel I148 Sandstone Dr. Vail, Colorado m;;I et OUzon i I r"l+trl I 1 5dsv\ d r,! JS $ .f{il E r,.l \l\ -, d!\J _s s J cS til N t.: {.++ $ c\ \cl I I I I I I |\, a :t-V J<. I u, -tl {'i _J a\ j\ l-,,S tfr) t\ I s q lt._l -:r $it, 5, N_t1' t t I I I I I I BEST , 'rtCOPY ' AVATLABLE I I I T Galen A. Arslend. Arclftect P,C. P.O, Box 383 VaiL CO 81658 g',t04't6-8t81 Pierce Remodel t 148 Sandstoue Dr. Vail. Colorado Generated by REScfieck Package Generator Gom pl iance Gertificate Project Title: Pierce Remodel Report Date: 06n 8/o7 Energy Code: 1903 MECLocation: Vall, Colorado Condruc'tion Type: Single Famlly Glazing Area Percdtage'. A2% Heathg Degree Days: 924'l, Consbuction Site: 1 1rE SandGtone Dr. Vail, CO 81657 I I I I I I I I I I I I I O,vn€r/Ag€nt G6len Aasland Gelen A. Aasland, Archltect, P.C. P.O. Box 3gl Vall, CO 81658 Designer/Conbacton Cejllng: Wall: lMndow: Door: Floor: Furnace: 92 AFUE 38.0 19.0 38.0 0.0 o.380 0.350 complianae Statemetf.' The proposed buiHing desig descdbed here 18 consistent with th€ building plarF, specifications, and other calculalions aubmifted with the pemfr applicdion. The propos€d building tus been design€d to meel the l9S MEC requirements in the RESored( Package Generator and to comply with the mandalory reqdrements lHed in the RESdrod( Inspeotion Cheokll€{. Name - Tftle Date I I I I I t Pierce Remodsl Page I I t t I I t I I I I I I I I I I I I Generated by REScheck Package Generator Inspection Ghecklist Date: 06/18/07 Geilings: t3 Ceiling: R-38.0 cavity insulation 99rq"nt"',wojThe ceiling R-values do noi ssUF|€ a rabed a oversized truss constniaim. ffitation thickness over the plate lines of exterlor walls, R€0 imdation may be sub€tftuted fof R.38 insulation and R-38 Insulation may be substtuted for R-49 insulation. Ceiling R-valu6 represent the sum of cavity insrhtlon plu6 insuldhg sheathhg (if t|sed). Above4lrade Walls: D Wall: R-'19.0 cavity insulation Comments: Alote; Wall re ll equivalent R- values can bc found in the Help User's Gukte- Windows: D Window: U{actor: 0.380 For windows without labeled U-factors, describe features: #Panes _ Frame Type _ Thermal Break? yes _ No _ 99rq."!t",Nofo: Up to I % of the total allowed glazing ar6a may be excluded from the U-value requirernert. For exampte, s ne of decoratlvegl6s may be excluded from a buildhg d€slgn t /ith 3m ftZ of glazing aJ€a. Dools: D Door: U-factor 0.350 Comments: Front door exempt /Vofo.- Ooo. U-values musl b€ t6ted and documented by tte manufactur€r In accordance wih the NFRC te3t procedure or taken from the door U-fac'tor table in lhc Help Useds Guide. lf a door contains glass and an aggregale U-tactor rating for ahat door is not available, lno-lude the glass area of the door wih your windo$6 and use lh. opaquadoor U{actor lo detemlne comptiance for the door. One door may be excluded from thb requi.emem (.e., may hav a U-fador greater than O.3S). Floors: B Floor R38.0 cavity insulation Comqgnt"t i,lote.' The floor requiremer s apply to floors over unconditioned spaces lsuch ai urrondlGoneCirawSpices, Uaserne',ts oj .;a:hgei I Floors over outside air must meet the celllng requirements. Arofej Add an additional R-2 tor heated slabs. The insrlallon mlst extend 1) down trom the top of the slab, or 2) down from lhe top of the slab to the boltom of the slab and then hodzonlally undemeath lhe slab, or 3) down from the top of the slab to ih€ bottom ofthe slab and then horizor ally away from the slab, with pavement or at least I 0 inches of soil covsrhg the horlzontal insulation . Heating and Coolang Equlpment: E furnace: : 92 AFUE or higher Make and Model Number Air Leakage: tr Joints, penetrations, and all other such openings in the building envelope that ar6 sources of air leakage are sealeu. Vapor Retard€r: tr Installed on lhe warm-in-winter side of all non-vented tamed ceilings, walls, and froors. Materials Identifi cation: E Materials and equipment are identified so that compliance can b€ determined.E Manufacturer manuals fior all installed h€ating and cooling equipment and service water heating equipment have been provided. Pierce Remodel Page 2I 2.0 1.5 1.0 o.5 0.5 ' 0.5 0.5 I I I I t I I I I I I I E Insulation R-values, glazing U-fadors, and heating equipment eftciency are dearly marked on the building plans or specifications. E Insulation is installed according to manuiacture/a instruc'tions, in substantial contact with the surfaco being insulded, and in a manner that achi€v€s the rated R-value withorlt compr€ssing the insulation. Duc{ lnsulation: tr Ducts in unconditioned spaces are insulated to R-5. Ducts outside ths building are insulated to R-8.0. Duc{ Construction: tr All ducts are sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duc,t tape is not permited. tr The HVAC system pro/ides a means for balancing air and water systems. Temperature Controlt: D Thermostats odst for each separate HVAC systan. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Hot Water Systems: El Circulating hot water pipes are insulat€d to the l€vels in Table 1. Swimming Pools: tr AJI heated swimming pools have an on/ofi heater switch and a cover unless over 20% of the heating €nergy is from non-depl€table sources. Pool pumps have a time dock Heding ard Cooling Piping Insuldon: tr HVAC piping conveying fluids above '120 degrees F or chilled fluids betot 55 degrees F are insulated to the levels In Table 2. Table 1: Minimum Insulaflon Thlckness for Clrculating HotWater Plpes lnsul.taon Thkkness in lncfie3 by Plpe Sizes H€ated Water Temperature ('F) 170-1 lrlGl60 10G,130 l,lon4kculating Runouts Circul.tlnq Mdns and Runouts 1.S to 2.O 1.0 0.5 Table 2: Minlmum lnsulation Thickness for llllAC Hpes Fluld Temp. lnsulatlon Thickness in lnches by Pipe Slzes Range('F) Piping System Types ? Runods 1' and Les6 I .2S to 2.0' 2.5" to ,{: LO 0.5 1.0 0.5 1.0 I I I t Heating Systems Low Pressur€/Temperafu r€ Low TempBrafure St'eam Condensate (for feed water) Cooliqg Sy6tems Chllled Water, Refrigerant ard Bdne ?o1-2fi 120-200 Any rl(F55 B€low /O 1.5 1.0 1.0 0.5 t.0 1.5 1.0 1.5 0.75 1.5 2.O 1.5 2.0 1.0 1.5 NoTES To FIELD: (Building Department Use Only) I I Pierce Remodel Pag€ 3I I I I I I l. Pierce Remodel Page 4 I I I I I I uo" I l I I l,o I I I I I I I I Sawrapt 42" See-Thru A) Rain Cap B) Slorm Collar C) Flashing D) Chimney . Minimum h€ight of chimney 'l4'. o Maximum hoight of cftimney 50'. . Clearanc€ of chimney to combusliHe 2' r OD width of c-himney 15.5" o Minimum size of cfiasa 19.5' x 19.5' . Non Conbuslible Hearth 60" wide x 2O' doep rs.Kv 50" Ceiling/Roof Opening w30" OfisetPibflOpening Flat 19'26'. o€t12 21'N/A 6t12-12112 26'N/A Height Widttl Depth 62'54'24' u.s. PatsntPending 200610-20 -* Bracing Sonoran* See Through Brace in front, back and sides DO NOT nail into fireplace ffi^^oo, Warning: lmproper installation, adjustment, alteration, service or maintenance can cause injury or property damage. Refer to this manual. For assistance or additional information consult a qualified installer, service agency or the gas supplier. For Your Safety: Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. What To Do lf You Smell Gas: Do nol try lo lighl any appliance. Do not touch any electical swilch; do not use any phone in your building. lmmediately callyou gas supplier lrom a neighbo/s phone. Follow tfre gas supplier's instructions. ll you cannot reach your gas supplier, call he fke departrnent lnstallation Operation & Maintenance H-Series Dt Gas Fireplace H34DF H38DF H42DF Safety Notice: Glass doors on gas fireplaces are extrcmely hot while the fireplaces is on and temain hot even after he fireplace has been turned otf. Safety screens are available and can reduoe ihe rislrs ol severe burns. Please keep children away lrom the lireplace at all times. Check local codes and read all instructions prior to installation. Leave this manual with the owner. I H-Series DF Gas Fireplace 4#onrroo. 19 I t I t I I I I I I t I I I I t I lntrodudion Installation Insblling and Framing he Fireplace Insblling he Gasline The Remote Switch........................................................4 Direct Vent Installalion ................................................... 4 . General Ventin g Requirennnb ....... .................. 4 Terminalims Converling to Top or Rear Venl model ..............5 Venling for Top Vent m0de|s.............................. 6 Venting lor Rear Vent mode|s............................ 9 Cmsbucti:n amund he fireplace Facing...........,....... ............. 11 ltlantels and Surounds . Inshlling fie Horizontal Trim Ihanlr l6u lor droosing a Monligo Gas Fircplm. Abontthir Flreplace: The HSarles DF is a firephce wih a pan+tyle bumer and gloring enbers. This firElm can be convefted to boh a Top Vent or Rear Vent application, and il is aralable in two modds. The IB4DF is rded tor t'latrd Ga6 at 1 8,000 BTfrll (5.28 Kilorrdb) Input n hopan6 d 18,000 BIf.YH {5.28 Kildu6) Input g IB4DF; Top d R6a V€mt l,li]voft Pilot g H3{DF.|; Top or Rs Vsnt Intdrnifie|t Pild fiSl} Tho H38DF is ratod tor l'hrd G6 at 26,000 BIfrH f/.62 Klolr#l Inpd a Propane al m,000 BTIJ/tl fl.62 Xihre) Lpul H tl38OF;Top or Rodvent illivolt Pilot I H38DF.|; Top or R.d lbnt lnt€miued P'ilot (HS|). The Pl20F is rded ftr l{drd Gs at 34000 BTU,H (9.97 Kilotrtr) Input c Propane d 28,000 BTlJll (9.97 Ktilffi) l0put T lt42DF; Mllvolt Pilo( LP lodrb Top V.nt Only, NG Modols Top q Rer Vent Convqlible . S H{:lDF-l; httendtbnt Pilot ftlsl}. LP lodclr Top VGnt Only, l|G Modds Top u Ree Veot Convorlible. How to uro hig mrnual: Thb manual coverc inshllalftm, op*ation and rnaintenance- Lighting, operation and care of $is fiephce can be easily performed by he homeorvn€f. Holever, dl inshllation and service worft should be perlorred by a qualifed or licensed insbller, plumber, or gasftter who is qulifted or licensed by fre state, pwince, region, or gweming body in which he appliance is being instdled. This manual covers all modeh and unless oheruvise specified, fte designalion H-Scries DF refers b all models. Seclions uhich are specific b a particular model are ma*ed witr a O synrbol, pfus fte appropdate modal number. Wanenty and Instrllation Information: The Montigo wananty will be voidEd by, and Monligo disclaims any reoponsibility for, tre ldloiving actions: * Modiftdion of 6e fr+lae andhr cunponenb including Direct Vent assen$ly or glm doors. S Ussofany oomponent p*l notmanufactw€d or approv€d bj fui,.)ntigo io oornbinalion nih ttis Monligo fteplae Eytbn.* lnsHdion ofter thar as hstucbd in $is marud. Consult yorr local Gas Inspeclion Branch on insHhfon requirefiEnrs br factory{uilt gas freplaces. Inshllalim & rcpairs should be dcre b'; a qualfied conh*b. lnstallationr in Canada rnusl conlom to he cunenl CANTCGA B- Itl9.l and .2 Gas Insbllation Code and local regulalions. lf he opliooai dr+irculating lan kit b inshlled, il must be decticdly grounded in acctrdance wih CSA C22.1 Canadian Bectdcal Code Part 1 andot Local Codes. Installationr in lhe USA mustconfom b local codes, orin he absence dlad codes b he Natimal Fuel Ga Code, ANSI23.1-{988. lf he optionalair+ircuhtin g fan is installed, itmustbe ground€d in accordance wi0r local codes or, in he absence of local codes, wifi he National Electical Code, ANSITNFPA 7G{987. 3 4 Mainteirancc 16-17 Wrranty ... Appendix A. Terminatim Locations CAUT'ONS Due to its high operating temperatures, the appliance should be located out of traffc & away from furniture and drap€ries. & Children and adultsshould be alerted tothe hazards ofthe high surface lemperafure, whictr could cause burns or clothing ignition. ffi Young children should becarefully upervised when they are in the same room as lhe appliance. tr Clothing or other flammable materials should not be placed on or near lhe appliance. lmportant l{atural Gas equlpped models may be installed using Top or Rear Vent applications. Howeveq all Propane equipped models must be installed in a top vent application only. Page 2 Pan lb XGI)115I I dlonrrc'o-H-Series DF Gas FlreplaceI I I I I I I I I I I t I I I I I lnstalling The Fireplace Shell Thefirephce ray beinshlled in ary location ftat rainbins pmper dear- ances b air condilioning ducb, electical wiring and plumbing. Safety, as wefi as eftciency of operalion, m;st be considered when selecling he frephce location. Try h sd€ct a location hat does not inbrfere with room faffic, has adequate venlilalion, and ofers an accessiblE pahway for Direct Vent inshlhtion. Refer to page 4 - Vent lnstallation for more informali:n. the fireplace dimensions are shown below: Front View Figurc 1. Frleplace dimensbns. Clcanncer Ttese clearances apply to all dimensions excepf lhe frmnd opening, where he clearance to combustibles b 0". The H42DF clearanoes to comhrstible materids are: . ' Cleaf c€ frdn the lop d th6 fir€placa to a ccr|b|Ftble coiho yithin the f rflbco enclo6lr€. * Rel6r lo page 'l 1 . Unyotected combuslible walls which are peryendatlar to tre fircplace opening, rrust not project beyond he ghaded area shown in Figure 25. For proteclion against freezing l€mperafures, it is remmmended hal oub walls of ftechasebe insuhted wi8r a vapor banier. Thiswill rcduce he poosibilily of a col&air conveclion curflt on tre frsplace. r-9------r |F--FiiiltiLil r__l Side View Top View - Whdl $edrod is not us€d b€fthd he fropbco, fiamhg depfi may be reduced by 5A F{urc 2. FEniN dimensio'ts, FigunS, Minimn Cunet fiaming dinensionq using a 45' ehow. When inshlling a shelf over fte lop of he fireplaca, he trloring guiddines mmt be adhered to: For Rear Vent applicafions he minimum dearance from fte top of tre fireplace to a shelf is 9'. For Top Vent applicalions, he minimum clearance is 17 1f2'. (ltninum 2' clearance rrud sfll be maintained uound the vent pipes.) Heade Rear Vent Figure {. Fnmiry lu shelv* Top Vent ovu he fircplace. EL sho.t When this appliance is installed directly on carrretinii. tile or ily combustible material olher than wood f oodng, itmust be instdled on a metal or wood panel extending the ful! width and deph of the appliance. I Part No X@115 Page 3 I H-Serles DF Gas Fireplace 4fftonrr<,o. Figute 5a, Gas l,he aocess. I I I I I I I I t I I I I I I I t Installing The Gas Line Thegas fine muslbe insHled beforefnishing fie H-Series DF Fireple. Nalural Gas rcquireo a minimum inbtgas upply pressure o15.5'W.C. & a manifild pressure of 3.5' W.C. Propane Gae requires a minimum inlet gas supply pressure d 'l1'ltl,C. & a manifold pressure of 10' W.C. Provision must also be made for a 1E' N.P.T. plugged hpping and be accessible kr bst gauge conneclion immediately upsbeam of [re gas supply conbols to he appliance. The fireplace gas conneclim and he main opeating gas valve is locabd behind fre removable.tim at he bottom olfte unit and need only be aftached b fte gas line wifir an approved fitting, as required by he applicable inetrallation oodes. To aeees the fireplace gas connec,tion he main burncr must be removed as shown below ln ftgure S. . Only use gas shut-off valves approved for use by he shte, province, region, or gweming body, in wtich he appliance is bdng inshlled, or as tequired by he applicable installalion codes. . Flo<ible gas conneclxs must not o(ceed 3 feet in lengh, unless it is allowable wihin applicable inshlhtion codes. 2" heiglrt to oeoler \Gasliae Access 0.t75" diaT' lo c€n&r \ Figue 5b. Gas fne aocess. The appliance and ib individual shutoff valve muet be disconnected from he ga supply piping system dudng any pressure bsling of hal system at test pressures in excess of 1/2 psig (3.5 kPa). The appliance must be bolated from tre gas suppty piping system by closing ib individual manual shutofi vahrc during any pressure lesling of he gas supdy piping system at bst pressuros equal to or less 6an 1/2 pgig (3.5 kPa). Note: Alter gas line is onnected, each ep4hncr comeclioq valve and valve taln must be checked while under normal operating pressure with eiher a liquid solution, or teak detectbn device, to locale any source of leak.ligtrten any areas where bubHing appears or leak is detected unlil bubbling stops compl€t€ly or leak b no bnoer detected. IX) NOT use a lhme of any ldnd to tsst lor leaks. Vent lnstallation This seclion oorers he inshllalion of direct venting and tffninations. lnstallrtiott Requircmentr H H34DF lircplaos are cedili€d lor use with Monfuo Slandad Saies (a" i 7) wnfng omponenls. S H42DF & HSSDFlitephces arecerdiedfor use with l\rlontfuo Standard Sedes (t'/ 8J venting componenls.g Minimun cloarancs b cffrbnslibh onslrucdon arcund the wnt pipe h 1" on all sides, excepl on hodzonhl venling where the top ol lhe plpe must havo a deaft[re ol d lea$ 2'. * Use only cedlbd lloriligo veil tr/npp/rcnb. (U$e ol olher pads will wid the iilon{p wanany, and ruy inpede tlrc qeralkm ol lle lireplacg.) s All joinls musl be secured wilh a midmum ol two sc|evrs per ioint # Vent teminalims must nol be rscesssd in walls or dding S Horizonhlruns musl be supporledbya minimum olttvosuppdtsper hohontal run. A midmrm of ore scr6r on eaci side of suppon is aho requbed * Flex vefit seclio{6 may be sfielded up to 5{F[ 0l lheir total lenglh (eg. a 24' seclion may be slretctnd to 36J s llaximum hodzontal run with no vedical dss is 6 feet. fi Flex venl sedions over 6 fe€l musl lally{ithin the limits set by the venting graph and must havo a minhum wnial dse ol 3 irdrc per fod ol ller $ Solid vent seclions may be flt le6s han half way fom the lemale end tr Ve{fug conpomnts canbe usedh any continalion d solld/rfidppe orllex pipe and in any odentalion (Malo connec'toF can lace in any dftedion) Vent Terminatons Selecting A Terminatlon Locdion Choooing yalr vent teminalbn locatbn will help tc determine wheher you need lo use a top ventor rearventfirephce. Figure 6a, odow, shows typical fireplace localions and he venting oplions ffrey prwide. For a more dehiled dagram of allored termination locations, see Ap- Figure 5a fueilre hcations aN veft terminalioru. Gautions: iS Vent terminations can be very hot. lf the termination is less I lhan 7 feet above a pubftcwalkway, it *rould bef fied wilh a I certified Montig Heat Guard. (Part no. MTKOG/PTKJG/. iF Do notobstud, or attemptto conceal, thevent temination. I These actions will afiect tre operation of the freplace, I and may be hazadous. I* In heary snor areaq take exba caftr to pte\renl snow I brdldup from obsbucling the vent termination. I Page 4 Pdl tt )G01r5I I I I I I I I I I I I T I I I I I t Ingtelllng Terminadonr with Bqlltln Framer Mro-3F (4./7) PTG,3F (5"/8.) 1. Frame lhe termination opening to 11'x 11'. 2. Fasten fte termination to fte sfuds using a minimum ol 4 scrcli,:i. Instelling Terminetion3 with MSR Frames MTO-3F (4'r') PIG,3F (5"r8") 1 . Franp he brminalion opening to 1 2' x 1 2". 2. Fast€n he t€rminalion b he sfuds using a minimum of 4 screws. Instrlling Terminations with ll0SR Frames ilno-3F (4"r') vrG3F (5Y8") 1. Frame he termination opening b 12' x 12'. 2. Fasten he MOSR frame to tre inledor side of he sfuds using a minimum of 4 scrervs. 3. Inserl he teminalion inb he fuIOSR frarre as shwyn here, and attach by soewing through he four pilot holes in he lermination. lreFClqTlGO. H-Series DF Gas Fireplace Inchlling Hcrt Qrards over Termlnetions MTKOG(4"t") PTKoG(5"/8") 1. Ensure hat the two long marnling bnackeb are facing he bottom of he teminalion. (See insel). This willproride rmre healprcbction at he top of $e leminalion, where bnperatures are highest 2. Afiach b he facephb of fte bminali:n using four sheel mehl scf€us. Installing The ttandofls To avoid elcvated mantel tomperdures, all H-Series DF gas fireplaces arc raqdrcd to havc the supplial dandoffs Installed. The fireplace is supplied wih tro shndoft. Bend and insbll fpse sbndoft on bp of tre fireplace ensuring fiat he hdgrht of lhe shndoff mainbins a 6' clearance, lr, ---- Figure 6b, lnstalfiry he stadotfs. lnstalling the Nailing Flange@@Ertension Once fte frcphce is placed into hefamed opening, fie supplied nailing o<lension mlst be placed along tre bp edge ol tre fieplace, and nailed in place lo he ftaming, as lustabd belorv. Figurc 6c. lnstalling the Nailing Fluge Extension. lnstalling The Remote Switch The H-Serier DFs gas vdvq located behind he loiver hm, rnay be connecbd b a mll swilch. The vafue generales ib own polver on a millivolt circrit. Use only low voltage wirq and DO NOT connect any external power b it Refer lo Figure 30 fur wiring requirernnb. llote: Ihe switfi localirn musl nol exceed 30' frorn he frephce. Pdt tt. XG0l15 Page 5I I I I I I I I I I I I I I I I I I I Converting to Top VenU RearVent H.Scries DF Top Vent Use he following instuctions to cmvert an H-Series DF {or Top Vent use: 1. Insbll he 4'or 5' innerflue cap on he rearflue oufet and secure he cap in place wift live sueurc, as shorrn in figure 7a. 2. lmtall he 7'or 8'outerfue cap or the rear ffue oute! and secrre it wih five sqeurs, as shorvn in figure 8a. 4"or 5"lnner Flue Cap 7"or S"Outer Flue Cap FlgweTa. Hrc cap instalhtbnlorTop Vedd frrcil@. 3. Inshll fte flue gasketmaterial and flue cover plate on fie rearvent oudet. Fmhn fte plab wift lour screws, as illuslratsd b€low. 4. Inshll he 4' or 5' inner flue collar and frre 7' or 8' outerr flue collar in phce on he bp vent outat uslng 5 scrars, as illusbated beloiv. <- 4"or5"lnnerFluel <_ 7" or B, euter Flue Flue Gasketiltl Flue Cover Plate iltl Flgue 7b. Hue du installationlorTq Ventd tireplae. lmportant Nalural Gas and Propane equipped models may be installed using Top or Rear Vent applications. However, the Propane equipped H42DF models must be installed In a top vent application only. HScdes DF Rerr Vent Use he following instuctions to convert an HSedes DF for Top Vant u8e: 1. InsHlhe4'or5'innoflue cap m tre bp flueurUel ard searre he cap in place wih fve screws, as shovn in figure 7a. 2. Inshllfte 7' or I'outer flue cap on tre top fl ue ou{el and secure it wih five screws, as shorrrn in figure 7a. !!llrlt @ *7"or8'OuterFlueCap 4"or 5"lnner Flue Cap Figue 8a. Flue cap installatbn lw Rear Ventd lireplace. 3. InsHl fte fue gasket mabdd and flue cover phte ar fte top vent oudet. Fasten he plate witt forr screws, as illusbabd in figure 7b. 4. Inshll fte 4'or 5' inner flue colhr and fte 7' or 8' outer flue collar in place m he rervat oudet using5 scrarvs, as illusUated belofl. <- Flue Gaskcl Fluo Ccver iriaie <-- 7'or 8" Outer Flue Loliar 4"or 5"lnner Flue Ccllarl iltl Figurc 8b. Flue cdlar inshllalbn tor Rar Ventd firefuce. Page 6 P ilc X{fi15I t I I I t I I I I I I I I t t t I t Top Vent Venting Rnns For he H-series DF Top Vent, trere are lwo types of insHlations: A) thmugh-The-lVall Installations and B) Venical (Ihrough-Th+Rmf) lnshllalions. A) Thtough-Th+Wall lnstallatbns Before you install any venting, you must delermine wheher he venling run will be accephble. Unacceptable venting can afiecl he fireplace s combustion. Thc Venting Graph Measure he verlical height fiom tre fireplace hearh b [re cente cf he terminalion and he horizonhl run from tre from he freplace fue collar b fte utall flange of ttre termination. Plot on tre Venting Graph (Fig. 9a) wi$ an X'. lf ha 'X falls on or above the top boundary of he shaded area, he installalion is acceptable. @ HJ4DF Example A: (Aeeptabls Inctrllrtion) ll the verlicaldimonsion kom the hearth is 108'and the horiz0ntal run to the wall fhnge of the v6nt lemination b 180", thb wouH be an accept- ablo installalion. Erample B: (Accephble Installation) lf lhe vedical dimension kom tlp hearth b 40 and lha horimnul run to lhE wallllaqe of ths vent lerminalion h 7f, lhb would bo an accoptable inslallalion Eramole C: (Unacceptable Installa0on) lf the vertical dimension frcm the floor of he fireplace 's 60' and the hori. zonlal run to the wall flange ol the vent teminalion is 144', lhls would l{0T be an accepbble Installatioft HLnh 0 l: t4 36 4E 6{l ?l l{ 96 loE lzo 132144 156 l6t llu HorizontNl Ruo (ir.) Figure 9a. H34DF Top Vent Venting Grph @ HssDF Examole A: (Accephble Installation! ll the verlical dimension from the hsarth is 84" and ths horizonlal run to lhe wall llange of the v€nt t€rmination is 36, thb would be an acc€ptable inslalhlion. Erample B: (Accepbble Installdlon) ll the vertical dimenslon lrom the heanh is 90' and the horizontal run to the wall lhnge of the ve nt tEmination is t 26', this would be an acceptablo. installati0n. t(rffOnnC'O. H-Series DF Gas Fireplace Example C: (Umcceplrbh Insbllatbn) lf the vortical dhension from lhe lloor ol lhe li€phce b 74" and he hodzonhlrun to lhe watr llange oflhe wnt tefiinalion b 108', thh would ilOT be an accopbble lr€tallrtlor r;0 H;df 0 12 a 36 18 6J _72.84 96 lot r2s 132 144 t56 t6E lEo Horizonal Run (in.) Figure 9b. H380F Top Vent Venling Gnph H42DF Exanple A: (Accepbble Inslalladon! lltho vortical dimension ftom the hearfi h 84" and the horizontal run to tho wall llangs of tho vont leminalion is 36", lhb wouh be an acoept*le hddlalion Erample B: (Accepble lnstallationl l{ fte vertixl dimension f/om th€ hearlh is 108" and lhe horizor{al run lo lh€ wall tlange of th6 vsnl lsrnination b 120', lhb would be an acceptable instalhlion. Eramole C: (Unacoeflable Insbllatlon) tr the v€dkd dnension ftom th6 lloor ol hE froplacs b 7/ and thg hodzontal run lo thE watr lhngs of lhe vent teminatkn b 84', thls sould NOT be an accepbble lmlalla$or H;dhO f2 2,1 36 48 60 12 U 96 l0A12'J132144156 l6tl80 Figure 9c. M2DF Top Vent Venting Graph NOTES: Al dirrcnsion lengfis fc vertical or horizonhl runs are measured from cenbe of he vent pipe. Venting runs rnustfallwihin he limib set by heventing gnph (see Figure 7). c oo !? I Pa,l Na XG01{5 Page 7I I t I t I t I I I I I t I t I I t t Available Top Vent Componenb The fullorving venting componanb are available for he H€ereis DF Top Vant: /+' ,7" Vcntlng 5'r 8'V.ntlng A - Tqminalbn MTO-3 (3. L€nsh) MTo3F (3' Lenslh) PIos (3' tangrr) PTO3F (3' Lenslh) B - Stuoco Kits MSR (Stucco Fr{ne) MOSR (Stlcco Can) BSR ( &ick Can) MSR (Stucco Fran€) MOSR (Stucco Can) BSR ( Bd* Can) c - Flex S€ciions MFL.I (12' sodbnl MFL-2 (21' Sedbfll MFLn €6'Sedion) MFL-4 (48' S€dbn) PFt-l (12' Sectbn) PFt-2 (24'Sedbn) PFt-3 (36'S€dion) PFL-1 (,t8' S€clion) D - Rigid S€ctions MO(I-I (,|2' mt setbn) MEXI-2 (21' ml Section) MOCI-3 (36' m{ S€clion) MEXr-4 ({8' mt hion} PDCI-I (1" rnt Selion) POfi-2 (21' m/f S€ction) PD0-3 (36'.r S€dion) PEXr-4 (/|€r m/f S€dix} E - Ebou/s MEL-goMM {m/rn 90' Elbow} MEL{oFF (f/t 90' Ebfl,) MEI-9oFM (l/rn 90' Ebowl PEL-goMM (mlm 90' Ebowl PEL-9oFF (lt 90' EDo*, PEL-goFM (f/in 90' Elbow) NOTES: All dmension lenghs fc vertkal or haizonhlruns are rneasured from cente ol he vent pipe. Venling runs mslfall wihin he linib set by tre nenting graph (see Figure 4- Examole 1: For our shorhet venting configuralion use compon€nb A and E (soe Figue 9a). Figurc 10. Typical Top Vent installafion. ll the 90" eMw is installed dircdly on the tkeplae, for height to the cailer d he termination see dwt n N# 3. \, +ffonnoo.H-Series DF Gas Fireplace Horizonhl Ventng Tsrminetion MEXT $cctior PEXT S€ctior Filwe 11. Typical Tq Vent in#lation. The solid *dions an be used in v afi o LB @ fi ibi /l€,lions to 6tai n tl, e de sired vent ru L TIre ve nt nn nug'. tall withln ile limits set by ttlP- venling g@L Examole 2: Ri$d seclions and an elbow used in conjurclion wifr 3 ft {ex seclion (MFL.3 / PFL3) will, whm exbnded in a five foot drasq allor for a mavimum horizonhl run of tudve and one-lnlf feet fom fie cenhe of he frephce to oubide ualland a nininrum of 7b'when rebacbd in opposite dileclion (s* Figwc 12 md l3). 'C'flex seclions ard "D'tigid sections nny be used in conlunction wift ons anoher b obtdn differenl possible hoizonhl largh inshllations. NOTE: Flo< section wi0r no vertical rise must not exceed maximum hodzonhl lengh of 3 fuet (see Frgre /4J. Flex runs orer 3 bet m.rst fillwihin fte limib set by he venling gaph, and musthave a minimtm vertical rise of 3' per foot ol flex. Figure 12. Extandd lnda/a,tion using a Mnfinafion ol solid ad tlex venting. lJre tw venl g@t to detqnirc your ailowfule rug lhen *lect qprcprtab con@nents. 150" max Solid Sections Page 8 P.l l,lo. )G0ll5I I I I I I I I I I I I T I I I I I I t Figue 1 3. Retrdd lnstallalion using a wrhination ol sofid ad flex venting. Use tln vent grqh to detumine your allowable run, then select awopriate componenb. Termination Exterior Wall Figure ld f*rrionhl flex instalhlion witr rc vqtial ise. B. Vertical (Through-The.Roof) Installations 518' with oplion for tlfl" (on applicabla models) ffi Verlical rise >12 can be reduced (on a$icable nndels).e Vedical Terminalions must be imtalled:. minimum 2'(two feet) above the highest point where vent passes hrough fie roof. " minimum 6'(six feet) from a medranir:al air inlet, minimum 18" (1 l2 feet) frcm a parapet wall. # llbxinurm vent height is: @ 32 feet above freplace. @ 35 leel above freplace. @ 35 feet above fireplace. Note: Flane dtartrbrislics will change if tre rnximum vent height is used. * Minimum c{earances 2" from venl to all combuslible matedals musl be mainhined. Solid Scctionsllll Flex Section t A maxinum ol lwo offsots (oadt offset has two 90' bends) rny be made and shall nol exceed total lerqth ol 25% of t|e verlilal t ent height, whfl measured center lo center of pipitg. Example: Typicalventinstallation. 20 vedical venl 2 - 2'ofseb rcquLed 250/o ol20' = 5 max. ofrsot allotved This venting configuration meels req.riremenis. MEXT/PBXT Solid Section Fi(csiop $pport tiflg Suppo( pl,ab Figue 15. Stra@ht, vefticalvenliryshouing requiredMXT-I0/PXT-|0 adaphr (supplied wfth lhe MVKTI/PWK-I lermination). f 17" Vcnfng 5' 18' \bnUng A - Tqrnirdbn infix-1 nfixn B - Fhx S€dio0s MFL-,| (l? S€ction) MFt-2 (24' Ssc.tion) MFL-3 (36' s€c.tion) MFL-1 ({}' S€ciion) PFL.I (lf S€c{iofl) PFL-2 (24' S€dion) PFL.3 (36' Sedion) PFL-4 (48' Sedhn) C - Rtid Ss€lions MEG-'I (l? rUl Ssclbn) MO(I-z (21' mt Ssdbn) MDfi3 (36' mt Sodbn) MDfi-1 (18' mt Ssdbn) P9fi-l (l 2' mt Seclbn) PEf-2 (24. m/l Section) PDfi3 (36' mt S€clion) PEXT-{ ({8' mf Section) D - Supporl Ring & Phte MSPXT€PSPXI-4 E - Fi€stop FS€PS{ F - Roof Fh$ing MRF-? (1t12-7l12pt.l MRF-121tI12 - 1u12pt.l PRF-7 ('U12-zlt2pt) PRF-7 1112- tZt2g..t G -Adaphr / Vs Redus Fr'Ag87 (5'a' to 4/7) MEXT/PE,(T * Mioimum I %" clearance to all comburtiblcs Page 9 I I I I I t I I I I T I t I I t I I I * Minimum | %" clearance to all combustibles Figure 16. Vertical veiliry with 1 olfset (1 otfset= Iwo 90" bends). Figure 17. Vedicalveding with 2 olfsets (l offset= tyro 90" bends). + Minimum I 7a" clearance to aU combustibles l!efifonr|('o-H-Series DF Gas Fireplace Reduced Vertical lnstallation It is pcsible b rcduce vedicd vatt runs ton 5'/8'varting to 47' venting. Reducedverliidventing may on[ be us€d wtren he insbllalion o<ceeds 12 feet and bminabs trtough he roof, and if he verlirxl ysrt reducer is used witr he following venling confguralion. MEXT scctions (male eud) MXT-IO fcmalc/femalc A&ptor/ Vent roducer nralcr'fcmale Flue collar male Ffgure 18. Feduoi4g Vertical Vent tron 5/8" to 4/7. Page 10 I I I T I I I I I I I I I I I I I I Rear Vent Venting Ruas The H$eries DF Rear Vent has ttrree possible installalions which do not require vertical lift, all of hese inshllations require Srat you inshll heRHS1O1 heatshidd. HcrtShield The heat shield (RHS101) must be used on all Inrtallatlons straight through the wall, at he point wtrere 0re vent pipe connecb b he terminalion. Wih fte heat shield, proper vent clearances can be mainhined. The heat shield ls not included with the fireplace. Toinshllheheatshield, slide one sectbn orer the vent pipe on $e inside ol he wall opening wih 0re cirular porlion frrsrde fre waflcau{y. Screw he shield in phce wer he ual opening. Inshll $e second seclion on he oubide of he wall opening sliding he cinuhr porlion into fre wall opening. Refer to Figure 19. Figure 19. Heat Shield. lnstall by sliding over tE vent pipe wherc it pass$ thtowh @mbrstible construdbn. 1. Sbaight Installation. The height frorn fte hearh to he cenler d tre teminalion b 32 %'. Fo sbaight insblhlions use a 20' extension pipe (EXI-1 SPXI-20) wi$ femaldfemale connections. For shorter inshllations, cut fte EXT-18/PXT-20 to tre desired length. Refer to fgure 20a. Ensure thatthe RHSI0'l heat shield isinstalled before attaching the pipe to the termlnation. Notc For Rear Venl modeb, ma)dmum horizmhl run wih no verlical lift must never exceed 20". Ffgurc 19. Exfended installation. 8fiSt0t lggitd Or..S.c&n-.i tdtdriiron-r , \ni LtttrflfTl l ItEE 4t IlEEtLdt Iu[- RHS 101 Heat Sh€ild EXT-I 8 / PXT-20 2. 15" Corner lmtallation. Athch an EEL45/PEL45 (45' elbow) dhecty onb he flue collar. Cuthe EXT-18/PXI-20 b suit, and athdr ittofrteEEL45iFEL45. Slide he fireplace inb pcition and athct to $e kmination. Figue 20. Comer installation. 3. Comer lnstrllatlon - 45" or less. Use an MIOS/FTO3 terminatim and an MFLI/PFL:I otPfl--21 PFL-2 (12' w 24' oomprcssed l6ngh) and a framq il appropdab- Flex may be tumed lo obhin desired degree of angle required but must not e,rceed 45'. Ffguc 21. Frer inslallilion. (llG Modlels Orily) Note: Tlrough lhe wall venting kits are also availablc for both the Sbaight rnd thc Gomer lnstallalion. The Kit includes a haat sheild, a PFL-1 I (f/f) llexible pipe, and a teminatidn wih or wihout a mounting frame. lmportant Some models are not available to be Inshlled in a rcar vent application. Please referto the model speciffcations on page 2 of this manual. Temhalion RHS 101 Seat Sh€ild EXT.I8 / PXT.2O EEL-45 / PEL{s Elbow Fbe dlar Pdt No XCSI15 Page 11 T I t I I I t I I I I I I I T I I I I B. Multi{lbow lnstallaiions For rpre dffcult insbllalbn sihrations, he H-Sedes DF Rear Vatt may be inshlled wifr tuo - 90' elbows and up to 15 of horizonbl run. lf using his insbllalion option, you must adhere to he bllowing guidelines: s fie first 90' elboiv must be placed directy on tre iue collar S you must have a minimum verlical lift of 50" (measured fiorn he heartr) s your vent run must hll wihin he limib set by Figure 22a Before you installany venting, you must delermine wirefier th€ v€nting run will be accephble. Unaccephble venting can affect fie freplace's combuslion. The Vcnting Graph Measure he verlical height from tr freplre hear$ lo tre cenbe ol he lermination and tre horizontal run fiom tre trom tre freplace ffue collar b fte wall flange of he ierminalion. Plot on lhe Venting Graph (Fig.22)wih an'K. lf he X falls on or abore the lop borndary of fre shaded area, fte inshllalion is accephble. H34DF Examole A {Acceptable Installation) lf he ve ical dimension tom he hearfr is 84' and fie horizontal run to he wallflange of he vent termindim b 36', trb nvould be an accephble inshllalion. Examole B: (Acceptable Installation) lf he ve ical dimension lrom llre heartr is g4' and he horizonhl run b fte wallflange of the vent termination is 126', fris would be an acceptable inslallailon. Exaniole C: (Unacceptable Installation) lf he vertical dimension from fte floor of fre firephce is 78' and he horizonhl run to fte wallflange of he vent termina{ron is 108', this would NOT be an acceptable installation. \+0,r_-* 0 12 24 16 4fl 60 72 84 96 108t20|]2t.t4 lJ6 168 180 Horizontal Run (in.) Figuie 22a. H34DF Multi-Ehow Vealng Graph. , -|L4ffolltTlGO.H-Series DF Gas Fireplace H38DF Eramdc A: (Acefiable lnstallation) lf fie vertical dimensbn ftom he h€arh is 84' and fte hodzonhl run to he u,all flange of fte vsnt lemination is 36", fris would be an accepbble inshllalion. Exampla B: (Acceptabla Installation) lf he verlical dimension from he hear$ is 90'and fte horizonhl fun b he wallflange ol the vent tormination is 126', his would be an accapbble inshllalion. Examplc C: (Jnacccphble Installation) lf he veilical dimension from fte floor of he firephce is 78' and fie hodzonH run b he uall ffange d he vent terminalion is 108', thic would NOT be an acceptablc installation. l2 21 36 1E 60 72 t,l 96 108 lm B2 H4156 l6E rEO Horizontal Run (in.) Ffgure 22b, H38DF Mufti-Ehow Vnting Graph.' .i DO !.) CI(J EI t->or H..td, 0 Page 12 fan lb, X@115I I H-Series DF Gas Fireplace .i 6{} () G(, I t I I I I t I t I t t I I I I I t I H42DF Examole A: (AcccptaHe Inshllation) lf he vertical dimension lrom tre hearfr is 84" and he hodzonhl run to he uall flange of he vent Hminali:n is 36', tris would be an accephble inshllation. Examolo B: (Acc6ptable Installation) lf he verlical dimension from fie hearh is '108' and fte horizonhl run to he wall flange of fte vent teminalion is 120', his wordd bs an accephble insHhtion. Example C: (Unacceptable Installatlon) lf he vedical dimension from he floor of tre fmplre is 72' and he horizonhl run to he wdl ffange of he vent lemination is 84", this would NOT be an rcceptable indallation. \+0,.' -, 0 12 24 36 48 60 72 A4 96 lO8 120 132 l.f4 156 laiS 180ncatur Horizontal Run (in.) figwe 42c. W2DF Mufti-Elfuw Yating Gr4lt f l7' Vcntlng 5' / 8'Vontlng A - Ttrmination MTC3 (3' L€ngtft) MTO3F (3' t€ngth) PIG3(3'Lenglh) PTO3F (3' Lsrg[h) B - Stucco Kis irSR (Stucco Frem€) BSR-1 (1' Briok Fram€) BSR6 (f &ick Fran€) MOSR (Slucoo Can) MSR (Stucco Frame) BSR4 (4' Bdck Frane) BSR{ (6' Bri* Frsme} MOSR (Stucco Can) C - Fl€x Seclions MFL-1 (12' Seclbn) MR-2 (21'Ssdin) MFL3 (36' Soction) MR-{ (18' Section) PFL-I (12'Ssdbn) PFL{ (24' S€dion) PFLS (36' Sedbn) PFL-4 (48'Sedbn) 0 - Rigid Sedions Mo$-l (lf n/[ Sec'tion) OC-10 (18'0r s6dbo) ME(T-2 (21' mI Seclion) MA(T-3 (36' mll Sslion) MDC[-4 (48' mll S€ctiln) PDCf-l (lf rr|/l S€dtun) PXf-20 (20' ssction) PEXI-2 (21' mif Seclion) PEfi-3 (36' mt Sedion) PO(I-4 (48' rnit Seciion) E - Ehours MEL-9001M (nttn 90' Elbow) MEI-$FF [/t $' Ehor) ME|.-$FM (tfn 90' Ehow) EEL-45 (fin 15' Ebou/) PEI-SoMM (miin 90' Elbow) PEL4oFF (/t 90' Ebow, PEL-S0FM (ftn 90' Ebow) PEL-45FM (fim 45' Elbow) Installatlon OJ Rear Vent DV The following venting mmponetb ae avaibble lbr an H-Seies DF in a Rear Vent lnrtallation: NOTES:All dimension lengfts fc vertical or horizonhl runs are measured fom cenler of he vanl pipe. Venling runs musffallwihin he limib setbyfteventing graph (see Figure 22a). Flgurc 2ll. Multi-eltuw instdlation. For WDF clisturce'H' nust be a minimum of 46'. Fot ,l38DF and Ill2DF distance'H' nug he a nininun ol 50'. The vert run must @nply wih tigure 2. lart ib XG0r15 Page 13 t H-Series DF Gas Fireplace *iflonrrc'o.I T I I I I t I I I I t t t I I Finishing Around the Fireplace Combustible manbls and mouldings may be safely insblled oror he top and on he font of fte frEplace prwided ftat ftey do not prcject beyond shaded area shorn in Figurc 2tl. Side wall claannces are 3'. Combustible sunonds may be inshlled wib 3'clearance to $e side of he fieplace as shown in Figure 25. Fireplace Facing When selecling fte fnish mataid for your fiephce, it is impoftnt b remernber fte folloring: IllE HORIZOiITAL LOUIfRES ilUST NOT BE OBSIRUCIED N ANY WAY - to do eo resbicts lhe air eupply for the control compartmenk and heat exdranger it also pavants access for sarviclng controls. The face of he fireplace may be painled b nnt*r he room decor, provided you use a haat-{esisbnl pdnt Decoralive facing must not extend pasl he fireplace opening at all, because it will interfere widr he access to retainers for removal of olass door. t6 t5 conflruction allowcd in shadrd !ft:! Combusdble Faciug IJ l2ll t0 9 8 7 5 4ri Top of Ercplacc 12il109 81 6 5 4 3 21 Figure 24. Conbustible mantl* and lacings. Msntels & Sunounds NOTE: Nalional Canadan Gas Association manbl test requiremenb are for fre hazard pra/ention lo clmbustible nnterials. New lechnology, b meet consumer and govemmenl denands for the wise use of enegy, has prompted us b manufacfure many models of fireplaces which arc hot, fud and energy effciart Please be amre; ternperafures over he mantel will rise abore normal mom temperafure and walls abore firephce rny be hot to toudt. Waning: When coredng he upper mehl porlion of he fiepl*e wih a non- combuslible material Please Note: The decoralive facing mabrials may be subject b lemperafures in excess d 250' F. This should be considered when selecting facing materials. We recommend carefulconsideration be given b tre efiects of elevabd mantel t€mporafur€s which may be in excess of product design, for exanple: candles, plaslic orpictJres. This can causemdling, defonmlion, discoloration or premafure failure of T.V. and radio componenb. Palnfrng: Special care is recommended by fte Master Painters and Docoratqs Aseociation, when painling fte fircplace sunounds, to selec't ad app! a quality Arkyd se.lr pdn to he applying of labx painb. This is to prevont l€aching of waler fom evaporalion and causing a hownish sldning effet to paint over mab. Figue 25. Combustiffe stnoun6.. Wiring Gag Conhol and PilotUYiring Figurc 26. Vliting tu ttto H-Seties DF-l wik ,bneryell gas tr/ntnl a(d Ntd. I Page 14 P.t ib. x00ta5 I i.ffionnc'o-H-Series DF Gas FireplaccI I I I I I I t I I I I t T T I I I ItYiring forftc opfond Fan Kit All H€edes DF fireplaces may be equipped wifi optional fan kib for circuhling heat into he lMng spae. Installations in Canada which employ he fans must be electicatly grounded in accordance witr C€A C22.1 Canadian Elecbical Code Parl 't and/or Local Codes. lnslallations in the USA which employ fre fans must be grounded in iccodance wifr local codes oq in {te ibsence of local *dL, wit t "National Elechi:al Code. ANSI,NFPATG{987. For more information see fte Fan Kit Installation Guide inoluded wi0r he {an kit. NOTE: ll any of tu original wire suppli€d vrith tho applianco is replaced, it must b€ rephcsd ri,ith the sams lype, or its Euivalent FiguF 27a. Wirhg tor optional tans. I | 5/l/60 SuoolyG LII.2 AI Figurc 27b. Wiing sciematic tot Wtiond tans WH Removing and Installing the Door Romoving the door: The door is held in place by a lip on tre top of fre nrehl frame and two buc*les at fie botom. Release he buckles and lift fte &or carefully up and away fom fte fonl of fie fireplace . $ee figures 28a and 28b. Instrlling the door: Hmk he bp edge of he door frame into place. Lower and rest tre door frame in pface and fmbn fte buckles. See frgures 28a nd 28b. F[urc 2&. Renoving aN instalirg flE glass tut Figure 28b. Renoving ad instailiry the glass doot. '6 fz Page 15 I H-Series DF Gas Fireplace rr('o-t I I I I I I I I T I t I I I I I I Installing the Log $et Installing the Loge: The H-Serict DF b supplied wift fanr ceramic fibre logs and a ceramic fibre logset base. Unpack he logs and handle ftem very carefully. Figue 29a. H-Senes DFs live piece hgseL 1. Remove the glass door. 2 The base log is hctory-installed, a shown bdorv in fgure 29b. Figue 29b. Ease /og plafF-meil. 3. furange ttE ember chips on lop of the burner tray. Gare should be taken when placing the ember fiips, as blocked bumer ports may causs an inconect flame pattom, cafton deposits and dehyed ignition . Also , the chips must never be placed in a way ltnl obstructs any of the air inlet ports, localed at tfE rear of the burner, as shourn in figure 29c. Figun 29c. Ember Chip pler;enenL 3. 4. Place fie bollom lEfl and dghl logs as shown bolow in liguro 29d. Place fie top left and dghl logs as shorvn in figure 29e. Figurc 29e. Tap lelt and dght Iq plar,enent. 5. Slad lhe liroplace. ll lhe fhme appears salistaclory replace the glass door. ll lhe llame does not appear salisfacloy, double- check the air inlet and exhaust outlet pipe to ensure lhat they aro unobstructed. Ffgurs 29d. Eoftorn Ieft and dght hg dacenent. S lf logs are not placed properly, excessive r:,i,t',ri will result. € The surface of the logs will crack due lo lhe heat frol l the flames. This is a normal ocqJnence. Page 16 Pan ih.7:G0ll5 i.qffonrrco.H-Serles DF Gas Fireplace I I I I I I I I I I I I I I I I I I I Installing the Log $et lnstalling the Logs: lheH-Sedes DF is supplied wifr 0uee ceramic fibre logs and a ceramic fibre logset base. Unpack he logs and handle trem very carefully. Figurc 3&. H-Seies DFs four Fi*e logset. l. Remove fie glass door. 2. The base log is factoryinshlled, as shown below in figure 28b. 3. Place he bofiom log as shown bebw in figure 28c. 4. Arrange fte emba dtips on top ol th€ burner tay, the ember chips maybe placedto coveruph str/oolthe bumerportJburnerpanern. However, the chips must never be placed in a way lhal ob6lruc$ any of the six air inlel ports, located at the rear ol the burrcr, as shown in figure 28d. Ffgure 30b. Ease log plaemeil. Figurc 30c, frffom lq flacenent. Figue 30d. Ember Chip placenent. 5. Place lhe lop left log as shorn in figure 28e. 6. Place lhe top rigltl log as shown below in ligure 28|. 7. S|ad the liroplace. ll the llame appears salislactory, replace lhe ghss door. lf the flame does nol appear salislactory double+heck ihe ait inlel and exhaust outlet pipe to ensure lhat they are umb- struc1ed. Figu@ 30e. Topldtlq placenent. Firgute 3lf. Top t@t W plaaenent * lf logs are not pl@d properly, excessive sooting will result * The sudace of tre logs will crack due to the heat from the flames. This is a normal occurence. Pi,l llo. XGnrS Page 17 I I t I I I I I I I t I I I I I t I I wlth Continuous Pilot For Your Safety . REAb BEFORE LIGHTING: A This appliance has a pilol which must be lighted by hand. $,lhen lighling he pilot, lollow these insUuctions exactly. B. BEFORE LGtmNG smell all around the appliance area for gas. Be sure to sm€ll next to lhe lloor because some gas is heaMer than air and will settle on lhe floor. WhatTo llo ll You Smdl Gas:g Do not lry 1o light any appliance. m Do nol toudr any electical switdU do not use any phone in your building. S lmmediately call your gas supplier from a neighbou/s phone. Follow the gas supplie/s instruc{ions. S lf you cannol reach your gas supplier, call the Fire Departm€nl. C. Use only your hand to push in or turn he gas mntol krob. Never use bols. lf the hob will not push in u tuin by hand, don't lry t0 repair it call a qualifled service lechnician. Force oraftsmpt t0 repair may rgsult in afire or explosion. D. Do not use fiis appliance if any part has been under water. lmmedialely call a $alined seMce technilien lo inspect me appliance and to replace any part of the cofltrol system, and any gas contol wltidt has been under water. 1. 2. 3. 4. lgniter bullon. Conlinue to hdd fie confol knob in lor about (1) minute after the $lot is lit. Release fie knob and it will pop back up. Pilot shoJld remain lit lf it goes out repeat steps 3 through 8. S lflcrobdoesnotpopupwhenreleased. Stopandimmediately call your service technician or gas supdier. S ll fie pilot will nol stay lil atler severalldes, turn the gas cortrol loob lo "OFF and call your selice technician or gas supplia. 8. Push in gascontrolhobandtum counter- clockwise r# to "Ot,t." 9. Flp up the lower tim. 10.Tum on remole swilch to ignite fire. I' 4. Push in gas mnfol knob slightly and tum ftl clockwise to "Otf'. Do notlorce. Flip rp the lower trim. l.qifronrr<,o. WARNING: lf you do not follow these result causing properg exactly, a fire or explosion may personal injury or loss of life. Lighting Instructions: @ STOP! Read the salety inlomation aborre on this label. Flip down the lower trims. Push in gas contol knob and tum clockwise S to 'Off.' Wail five (5) minutes to dear oul any gas. Smell lor gas, induding near lhe floor. ll you hen smell gas, STOP! Follow '8" in the safety information above on lhis label. ll you dont smellgas, go to he next slep. Locate pilot burner (See iilustationallgifJ and tdlow sleps below. 6. Turn knob on gas control counler clockwise t{l b 'PtLOT.' 7. Push ingas contolhobcompletelyand hold. Lightwith Piezo Ges Ciontol Knob (Shorrn in ?ilot" postioo)lOlE: Gas cartd kpb c-rEtbo t'|Ed tqn 'PlLOf to'OFF rnlo€8 hob b pq*.d in liltdy Do no{tu c., W To TUrn Off Gas To Appliance: re 1. Turn otf remote swihh, 2. Flip down the lowertim. Page 18 Pan flo. xolllas -iaqilOnTKro.H-Series DF Gas Fireplace I I I I I I I I I I I I I I I I I I t with Honeywell Electronlc lgnition For Your Safety. READ BEFORE LlGHTlllG: WARNING: lf you do not follow these instructions exac{ly, a fire or explosion may resuft causing property damage, personal injury or loss of life. A This appliance is equipped with an ignition system thal lights the pilot bumer automalically. Do not dtempt to llghl $e pilot by hand- '8. BEFORE LTHTNG smell all around the appliance area for gas. Be sure to smell next h the floor because some gas is heavier than air and will settle on the tloor. WhatTo Do lf You Smell Gas: lE Do not tryto fight any appliance. S Do not loud any electical switdr; do nol use any phone in your building. F lmmediately call you gas supplier from a neigfbour's phone. Follow the gas supplier's instrudions. I lf you cannot readr your gas supplier, call the Fire Deparlrnent. G. Use only your hand to push in or tum lhe gas @ntrd hob. Narer use tools. lt the ktob will not push in or turn by hand, don'l lry to repair it, call a qualified service lechnician. Force or altempt lo repair may result in a flre or eplosion. D. Do not use lhis appliance if any paft has been under water. lmmediately calla qualified seMce technician lo inspect he applianoe and to replaoe any part of lhe control system, and any gas control whidt has been under water. Lighting lnstructions: 1. STOP! Read the safety information above on lhis label. 2. Flip down the lower lrims. 3. Tum switch on fie gas conlrol lo OFF". 4. Wail 5 minules to clear oul any gas. ll you snnll gas, SIOP! Follow'B'in the safety informalion above on this label. lf you dont snell gas, go to he next step. 5. Tum switch on fte gas controllo 13N'. NOTE: This unit is equipped wilh an ignition system thal lights he pilot buma automatically. Do not ailempt to light the pilot by hand. 6. Turn on wall switch. 7. Flip up he lower trim. 8. lf the lireplace does not op€rate, follow lhe insiructions 'To Turn Oll Gas To Appliance" and call your seMce t€dlnician or gas supplier. 3. 4- Tum the switdt on he gas conlrol lo "Otl". Flp up lhe tlm. Cas Control Swioch Shoqn in "On" Posi{on @ TofUrnoff GasToAppliancer W 1. Tum oll remote switch. 2. Fliodownthelowerlrim. Pftlt x@r45 Page 19 Lighting Instructions I I I I t I t I I I I t I I I I I t See pages 19 and 20. Burner Adjustment The H€edes DF is equipped wih an adjushble bumer, allowing you to raise or lorver tre flames. To adjust 6re flames, locate tre black knob mafted 'Hi-l-o, in he cenke of he gas conbol valve (See Figure 32). The fonl bumers are not adjuehHe. ff To raise he flann height, tum fte black knob (ocated behind he louer tim) counter-clockwise. # To lower he flame hdght furn clockwise. Figurc 32, 'Hi-Lo'Adjustnenl on he tlSeries DF's gas valve. Note: H-Series DF-l models (eledronic ignition) do not feature hi/lo adj ustment. 'Hi-Lor Adiustrnent Knob Gas Control Knob (Shown in "Pilot" postion.) CAUT'ONS # Fireph,e gas ontrol must be in lhe !FF' posilion and pilotand main burnersextinguished when cleaning appliance with a vacuum. s Doors and logs can get very hoL Handle only when cool. General f HavethcffreplacaandinstChtionimpect€dyerly.Theimpectm must include, but b not lintibd to, he foilowing: . Avigual check of h6 enlir€ vent sysbm and teminalion. . An inspectbn of he explosion reliefflappers and he door gaskeling to ensurc a proper seal. . An inspection of he bumer, venfud, and pdmary air openings. . An insp€c-tion of he gas valve, gas cornponenb, and pilotflame. For your convenbnce a 1/8'nnnifold pressure hp is supplied on fte gm valve lor a lest gauge conn€clion. See Figure 32. . Ensue proper log placemant as per his manual. . Inspeclion of all oplional equipment fans, $ermoebb, etc- * For llahrd G* his appliance requircs a minimum inlet pr*sure of 5.5'W.C. and a manifold prcssure of 3.5'W.C. t For Propane Gas Sris appliance requires a minimum inlet pressure of 11'W.C. ard a manifold pressure d 10'lU.C. * Allayskeeptnfiephcearcadearandfteeofcombustiblenrabrials, as wdl as gasoline and ofter flammable vapors and liquids. I Do not use fi is applialrcrrt my pat h a bq tnder wdw. lmrnedaHy call a qualifed selice lechnician to inspect he appliance and to replace any parl of he control syslem and any gas conbol which has been under uater. Gleaning When he fiephce b filst aclivated, here may be sorrr snnking and a v'lsible flm mry be left m fte glass. This is a nomal condition, and is lhe result of burning of proteclive coalings on narv metal. * Ghss must be clsaned pedodically lo remor€ any film (wtrich is a norrnl bygoduct of combuslion) wtridr may be visible. Film can easily be rernovad by remwing 0re door, as shown on pi.,o 12. Hande he door carcfully, and clean it wih non.abraive glass cleanen. One of tre mcl effeclive producb b Kel Kem ffi Silimne seals on inner door during initial fdng will 'off gas", leavinrt a visual depositof a n'hite subsbnce on combuslim chamber walls. This can easily be removed using normd household producb. ffi Use a vaouum cleaner or whisk broom to keep he control compatnot, bwner, and frebox free fom dust and lint. H Logs may be cleaned pedodically wift a vacuum to pmove sooi oi ofter mnlaminates. Do not attempt to clean glass when hot. Do nol dean glass with abrasive materials as any glass etdring may cause premature glass failure. I Page 20 Pan i{0. Xefi$ 4ionnc,o.H-Serle DF Gas Fireplace I I t I I I I T I I t I I I t T I I I 1. 2. 3. Gas Control Valve Pilot Burner Adjustment Locate PilotAdjushnent Screw. {See ligure 34J Adlust pf,ot screw to prrlrride properly sized flame m shown in frgurcU). After inshlling or sewicing, leak test witr a soap solution wifr mdn bumer on. Coat pipe and tubing lcinb, gasket eb. witr sop solulion. Bubbles indicab leaks. Tighlon any area where he bubbles appear unlil he bubbling sbps complelely. Figure 34. Pilot BumeL Troubleshooting @ The following is a toubleshooting Figurc 33. Sif llova &20 gas valve. a toubleshooting chart of possibls problems: PROBI.EM CORRECTIVE ACNON Noisy Pilot Fhme Locate pilot adjustment scr6w on gas mrholvalve. Flann b decrcmed I fuming adjustnent scrcw clockwise. Pilot won't ionite Disconnecl remote wires and ty to light pilot lf pilot now wo*s, remole conneclions arc faulty. Check widng diagram ,igure 30. Main bumerwill not light 1. Check wiring (see figtre il\. 2. Check wall swilch for proper conneclion. Troubleshooting @ H0NEYWEU. SV 9500 /SV9600 Iroubleshooting Sequence Beforc Troublc$ooting Funiliarize Yourself With Thc Startup And Checkout Proccdurc. ' IumGosSup yofi -5d lirmfild b oi hr hot 0f([ ' tinr nloo ps 'l.finhor m'!frrrD| ' Liml Cor*okl ' lhmo{ol 'lllriru ' & lrflh sild fll orbujfur oir hbrr ry*nr ' lrn domocr 0l usd) b oen otd ond sriki modr llniMrom6Up ond ghrs d. /S{9d00. t,dhg. musl h ol lcol | 9.5 YAC lf your frephce still does nol opaab conecty, consult your dealerr or he manufacfu rsr. All servlce and repairs rhould bc pcrformcd by a qualilied sgsficy. All spare parb, oplional fans, and oplional tim fnishes are available tom your local dealer or the manufacfuier. Page 21 I H-Series DF Gas Flreplace tl4ffiqtnr'o.I I I I I I I I I I I I I I I I I Tlrei Waranty Tho Compa0i€6 warr4b fio Montigo Gas Apdiancs to be ftee lrom delects in mabriab ard workmadtip al lhe lime ol manufaduro. On lh6 lilontigo, lhore b a t6$year rYararly on ths tilgbox and its coflpononts, a livFyezv wafianty on the rnain bumer and plol bumer, and a oneyear wananty on ths gas control valvs and lbre hgo. Glass, plat€dpaint€d thhhes, and rchadory finirg ars exE rpt Remedy And Exclusions Tha covsra0E of f{s Wananly b limitod to all compononb ol the Gas Ap$arrce manufadured by Tlr Conpanirr. Thls Wananty only covers lvlonligo Gas Appliances installed in lhe Unilod Stal€s or Canada. lf lhe omponents ol the Gas Applianco covgrod by this Waranty are loud to be defective wi0rin tha lim€ fiams shtsd (see lhe Companio rigln ol invostiption odlined bdowl. The Companic vrill, at ils option, replace or r€pair dsl€ctiv€ componods ot fr Gas Appliarce manuluured by The Companies at no darg€, and will also pay fu teasonabla labour osts incured in replaciq u repaidng compononls. ll repah or radacsmont b not commercially pradical, Th6 Companies will, al ils option, relund lho purchase pric€ of lhe Monligo Gas Appliance. This Warranly covers only patts and hbout as providod abovo. ln no case *rall The Companies be resporrble lor matgdals, componenb, or cordrudim which ato nd marufadurod or supplied by the Companies, or lor the labour nocossary to inshll, repair or rsmo/e $dr malerhls, componods or consudion. All rsplacemsnt or repair compongnts will bs shippod EO.B. lhe nearsstTho Companies factory. Qualiflcatlons To The Waffanty The C.as Appliance Wkranty oulli|€d abflro is furlhsr subiod to lhe lolk ing ryaltiodions: (1) lle Gas Appliance must bo irHalled in accodarue with Tha Compani€s inshllalbn imtruclions and local building codes. The Wananty on this Montigo Gas Applianc€ covsts only the componenl pads manutactuBd by The Companies. The uso ol componsnls manulactured by others with fiis Montigo Gas Appliance couH ceale sedous safsty hazards, rnay rssult h the donlal ol ce ilication by recogntzed nalional safoty agencies, and couH be h violalbn of local fuildng codes. This waflanty does not cover any damages ocordng from lhs use of arry compononls mt manulactued or seplied by lhe Conpanies (2) Tho Montho Gas Appliance md be subj€d€d t0 nomal uso. Tho Gas Applianc6 ars designed to bum gas only. Bumhg convenlional lir€place fusls such as wood, coal u any olher so$d fuel will cause damage lo the Gas Appliance, will produce excessive tsnpsraturee and will ]€sult h a lire hazard. L:mitationr On Liability It is exyessly agrced and undedood hal Tho Companies sole obligation, and prchasor's exdusive remedy under this Warranty, under any o{ho. warranly, expressed or kplied, or in contracl, to or otheruise, shall be Smited t0 r€placemenl, r€pair, or refund, as specified above. ln m evenl shall The Companies be respotrsible for any incidenhl or consequedial damages caused by delecls in ils prod$b, whdher sudr damage occurs or is dscowred belore or afler replacernenl or tepah, and whaher 0( nol sudl damags is carced by lhe Conpankls nsgligence. Some {atos do not allo,v fis exdusion or limilalion of incidental or consequonlial damagos, so tho ahvo limitalion or exdusion may mt apply lo you. Thg duration ol any implied wananty with respect to lhis Montigo Gas Apdianco is limited lo the duration of the loregoing waranty Som€ states do not allow limilation on how long an implied riiar:aiir; hsts, s0 lhe abo/e may not apply lo you. Investigalion tOf Claimr Against Watranty Tha Companies resewes the right lo invesligato any and all daims against his Warranty and lo docide upon method ol setllsmgnl. The Companies Are i,lot Respomible For Wbrk Dons l,Vithout Written Consont The Conpanies dull h no went be tesponsble for any narrarly wo done wihout frst obtainlng The Conpanies wdttes consd. Dealals Have No Authodty To Alter lltis Waranly The Companies employees and dealers havo no authodty to make any waradies mr to authorizE any remedi€s in addition lo or inconsblent with those statsd above. How To Register A Glaim Against Warranly ln order for any claim undsr this Waffanly lo be valu, The Conpanios must be notfliod of the chirned delect in writing or by telephone, as soon as reasonably possitls altor the dofocl is dscovered ClaioE againS this lthnanly h writing Smuld indude thc dato ol hsbllalim, ard a dssqiption of ho dslect Other Raghts Thb Waranty glvs6 you Eecific legal fthts, and you rny abo have othor dghts which vary trom state to slate. tlolE: l?p Conpaaes as staled abovo reler to - Canadan Heatiq Pmducb hc andu Montigo Del Ray Corp. Canadian Heating Products Inc. and/or Montigo DelRay Corp. rcserves the ilght to make changes at any time, ,vitttout notice, in design, materials, specifications, prices and also to discontinue colots, styles and products. Page 22 P.fi t{a XG0l15I I I I I t t I I I I I I I I I t I I += vent icmina$on o = ah Euwlylnlst V/l I = dearance b llr e laminalfun frurc abow gnde, wruda, porch, &ck, or batcmy tl6lnches (41 cm) nitnrunl B= dear @ b drc,or, or siles and fup of *indorq llnt nay b opemd [16 inclns (41 bn) dniman for appliances <100 000 ETWH (3^flil)l C = *anme h folhn of *indovthat mqbe opaned l'rrizon$y [36incles (92 on) nintran tor appfrances <100 N0 9rufi p dil)l D= rc dea?/lf,e h p€,ma/,enty cloed,/./nd0/{'*hen inslaled nifi approved glas6 penehathn t&nlna(Dn E = deanncs to penmn?//tty e*d win&vt16 hcl'€.s 41 cn oootrmen&d h pewnt condencathn on wln&wl F = vetlr/ dearanco hvenflabd ffitkrfud abovethe hminalion vlffina hwaotful dlstance of 2feet (61 cm) fromtha cf,ntF//lne of thd leminaliod [zzirclns (56 on) ninim,m] G= clearance to unvdntilaled soffit !16 lnches(41 cn) mln lmu m to n o n - c o m b u s t i b I e s l [22 imlrcs (fi cm) ninhum b cornbu#ros, H = detan@ to outside crrlrcr [9 itultos (23 cn) niniffim] I = dexane to hrskle coner[lz inchos (31 cn) rinirnun] J= ' not lo be inslalled ebovo a n6te rcgulator assembly wlthin. $' (103 cn) twizontafiy from the catrtefirc cftn raylahr K= charame h seMic€ rcglahrvent f/utet [3 feet nffimn in trc Unlbd StatesJf'6 lbel (1.8 n) rinitttnin Canadal L= deqaneto rcn-mxhanical at pply h'/F}th budrliag cr.tln anhuslion aituild.h aayofircrappfnnce /,16 inctlrls (11 ctn) nindonn forappfaaces <1000NgTUfi (30W1 Il= cleeraltrs h fltcchanbal airsuryly inht(6 bet (.8n) rhira;m/ t only peaffile,dfftraanda, pwd1 &clgorb*ottyhac an opensliohal is equal to or geatxthan {n deph of the enc,osed rrw ' as specifed h CGA 8149 lnshlhlioa Codes l{olo: bcal Codes or Reglalhns may rcqtira &trannt cleuamp. = !r.e trfisrc tcflnlheoonls rot Fcnnitl€d i,r tdaaraa@ abow pawd sidevdk*a paved &ivewyfudedonpuhliapryilyfl f@t(2.1 n) niniruml P= clearance under veranda, porch, deck, or balcony [16 inches (41 cn) nininumt lo aon-combuslitlesJ pZ lndes (36 an) ninirumt lo cornbusftlesJ Q = deaane ahow a nof [24 irches (61 cn) ninimn] R= clearanee lo adlacant walls and n,ighboing buildings [18 itdns (48 cn) n{nhwn] S= clearanco from corner in recessed location [12 inchas (31 cn) ninirum] T= maximun depth in recessed tocation [tl9 lrches (122 cm) mininwn] U= ninimum fidth tor back vall of recessed location p4 hrclns (61 cn) riaimuml V= rc lwimntd ahannce htwen llp fra|'/Fs of trc krmrhat'ods lr,at *ehwl. Wz lwizontal de/raace betuBen fte fumas d Mo tfidnatbns that eE not lertL f36 incieo (92 cn ) nina''//u,nl t a wnl sr,pf, Dol tglninde My afurc a:fidev*orpaved drinwy *ti;h is locafed teftrpen trc siryle itr/nf,y d*elings ard 6eri€s 6oltl dwel@ ,ffi -trr-P &"_* I Part No. X@115 Page 23 H-Series DF Gas Fireplacre I I I I I I I I I t I I I t t t I I I Spare Parts - H-SeriesDF H34DF FII8DF H,l2DF NG Gas Valve RGC1006 RGCt006 RGC10(b LP Gas Valve RGCl005 RGC1005 RGC1005 NGPilot RPAO2O RPAOzO RPAO2O LP Pilot RPAO21 RPAO21 RPAO21 Burner NG RBH3.rc1 RBH38O1 RBH42O1 Burner LPG RBH3402 R8H3802 RBH42O2 Orifice NG ROR1120 ROR1122 ROR1124 Orifice LPG ROR1121 ROR1123 RORt125 Door RDTH34 RDTH38 RDTH42 Log Set RLGSH34 RLGSH3S RLGSH42 Log Base RLGSH34B RLGSH3SB RLGSH42B Page 24 Page 25 I I t I I I I I I t I I I I I I I xoo1s2 Rev. 1 - 06/05 r Canadlan Heating Produc,ts Inc. llonflgo Del Ray Corp. I lan$ey,80 V4WlAl Femdate,WA 98248 I Vail, Co lo rado Denver, Col orado Frisco, co lora do Monroe & Newell Engineer-.;. Inc. March 21,2008 Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 Re: Pierce Residence Remodel, Permit #807-0189, Parcel 14, Casolar at Vail, Vail, Eagle Count5r, Colorado (M&N #7334) Gentlemen: We have reviewed the Plan Review comments by the Town of Vail Community Development Department for the project described above, dated January 10,2008. The following are our responses to the structural items: l. Referto Sheet 3. Section 3iS3 has been revised to reflect requirements of Section R1003.9 of the International Residential Code. 2003 Edition. 2. Sections l/S8, 4/S8, l0/S8, and I l/S8 have been revised to providejoist space venting. We believe that our responses fulfiII the requirements of the plan review comments. If any questions remain, please call. Very truly yours, 70 Benchmark Road o (.97 o) 949-7758 . FAX lv ww. mon roe-nerveI l. corn suitc 20.1 o P.O. Box 1597. Avon, C<>lorado 81620 (.97O) 919-4054 r cmail: avon@monroe-newcll com MONROE & NEWELL ENG ffiffi \u v/ \a ?008 n \D) \\|[rowt!egjlt REScheck Software Version 4.1.3 Project Title: Pierce Remodel Report Date: 04/04/08 Data filename: ClProgram Files\Check\REScheck\pierceResCkl.rck Energy Code: 2003 IECCLocation: Vall, Colorado Construction Type: Single Famity Glazing Area Percentage: 2870 Heating Degree Days: 9248 Com pl iance Gertificate Construction Site: 1148 Sandstone Dr. Vail, CO Owner/Agent: Dabney & Jim Pierce Designer/Contractor: G. Aasland Arch. P.C./ THD Colorado Builders Compliance: 12.1% Better Than Code Maximum UA: 2695 Your UA; 2369 Ceiling 1: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door'l:Glass Basement Wall 1: Solid Concrete or Masonrv Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 1 2.0' Floo|I : Slab-On-crade:Heated Insulation depth; 4.0' Floor 3 All-Wood JoisVTruss:Over Unconditioned SDace Bc'iler '1: Other (Except Gas-Fired Steam)92 AFUE Air Conditioner 1: Electric Central Ai113 SEER 2652 3980 983 134 1290 2445 171 0.0 0.0 15.0 '12.0 0.0 0.380 0.350 72 374 35 '1665 Conlpliance Slatemanl: The proposed building design described here is consistent with the building plans, specificalions, and other calculations submitted with the permit application- The proposed building has been designed to meet the 2003 IECC requirements in REscheck Version 4.1.3 and to comply with the mandatory requirements listed in the REscheck Inspection CheckJist. Name - Title Signature Project Title: Pierce Remodel Data filename: C:\Program Files\Check\REscheck\Pi€rceResckl.rck Report date: 04i04/08 Page 1 of 4 REScheck Software Version 4.1.3 Inspection Checklist Ll Ceiling 1: Cathedral Ceiling (no attic), R-38.0 cavity insulation Conlmentsi Date:04/04/08 Ceilings: AboveGrade Walls: I Walt 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: tr Basement Wall 1: Solid Concrete or Masonry, 12.0, ht 112.0' bg / 12.0'insul, R-13.0 cavity + R-15.0 continuous insulation Comments: Exterior insulation has a rigid, opaque, weatheHesistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: E Window l: Wood Frame:Doubte Pane with Low-E, U-facton 0,380 For windows without labeled U-factors, describe featuresl #Panes - Frame Type Thermal Break? - Yes - No Comments: Doors: Conrmentsl Ll Door 1: Glass, U-factofl 0.350 Floors: I Floor t: Slab-On-Grade:Heated, 4.0' insulation depth, R-12.0 continuous insulation Conrments: Slab insulation extends down from the top ol the slab to at least 4.0 ft. OR down to at least lhe bottom of the slab then horizontally for a total distance of 4.0 ft. Ext€rior insulation has a ragid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below orade. f-t Floor 3: All-Wood JoisuTruss:Over Unconditioned Soace. R-38.0 cavitv insulation Comments: Heating and Cooling Equipment: U Bciler '1: Other (Except Gas-Fired Steam): 92 AFUE or higher Make and Model Number: I Air Conditioner 1: Electric Central Air: 13 SEER or hioher Make and Model Number: Air Leakage: U Joints, penetrations, and all other such openings in the building envelope that are sources ofair leakage are sealed. D Recessed lights are '1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance lrom combustible materials. lf non-lC rated, fixtures are installed with a 3', clearance from insulation. Skylights: U Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: Project Title: Pierce Remodel Data tilename: Ct\Progranr Files\Check\REScheck\PierceResCkl.rck Report date: 04/04/08 Page 2 oI 4 I Installed on the warm-in-winter side o{ all non-vented framed ceilings, walls, and floors. Materials ldentification : n Materials and equipment are installed in accordance with the manufacturefs installation instructions. tr Materials and equipment are identmed so that compliance can be determined. D Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Ll Insulalion R-values, glazing U-factors, and heating equipment eficiency are clearly marked on the building plans or specifications. ! Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct lnsulation: D Supply ducts in unconditioned attics or outside the building are insulated to at least R-l1. il Return ducts in unconditioned altics or outside the building are insulated to at least R{. D Supply ducts in unconditioned spaces are insulated to at least R-1 1. U Return ducts in unconditioned sp3ces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. ! Where exterior walls are used as plenums, the wall is insulated to at least R-1 1. Duct Construction: U Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. D Alljolnts, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-Jabric, or iapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). tr The HVAC system provides a means for balancing air and water systems. Temperature Controls: D Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or foor is provided. Servlce Water Heating: :l Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. :l Circulating hot water pipes are insulated to the levels in Table 1 . Circulating Hot Water Systems: ll Circulating hot water pipes are insulated to the levels in Table 1, Swimming Pools: ! All heated swimming pools have an on/olf heater switch and a cover unless over 2oo/a of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heatlng and Cooling Piping Insulation: D HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Proiect Title: Pierce Remodel Data fllename: C:\Program Files\Check\REScheck\PierceResCkl.rck Report date: 04/04i 08 Page 3 of 4 Table 1: Minimum lnsulation lhickness for Circulating Hot Water Pipes Insulation Thlckness ln Incfies by Pipe Slzes Heated Waier Non.Clrculaling Runouts Cireulaiing Malns and Runouts up to 1" up to 1.25" 1.5,, to 2.0" over 2"Temperature ("F) 0,5 1.0 1.50,5 0.5 0.5 1.0 140-169 100-'139 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp.Insulatlon Thickness in Inches by Pipa Sizes Piping System TypesPiping System Types Range("Fj 2" Runouts 1,'and Less 1.25'to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 |.5 1.5 2.0 Low Temperature 106-200 0.s 1.0 1.0 1.5 Steam Condensate (for teed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 NOTES TO FIELD: (Building Department Use Only) 1.0 1.0 1.5 2.O 0.s 0.5 0.75 1.0 Bdow 40 1.0 1.0 1.5 1.5 Prqect Title: Pierce Remodel Data filename: ClProgram Files\Check\REscheck\PierceResckl.rck Report date: 04/04/08 Page 4 of 4 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 8t657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES $cG-o35s- ALARM PERMIT Permit #: 408-0068 30A-6tY1 Job Address: I148 SANDSTONE DR VAIL Status . . . : ISSUEDLocation.....: Applied..: 08122/2OOB Parcel No.,.: 210301414016 lssued . . : OU251200B ProjectNo : Expires. .: 0212112009 OWNER PTERCE, DABNE PENICK 08/22/2008 360O INVERNESS HOUSTON TX 7?OL9 APPLICANT INVISION COMMUNICATIONS O8/22/2008 PhONC: 970-926-1895 P, O. Box 2001 Edwards co 81532 License: 530-S CONTRACTOR rNvrsroN coMMUNfcArroNs oe/22/2008 phone: 970-926-L896 P. O. Box 2001 Edwards co A1A32 License:530-S Desciption: INTERIOR REMODEL: NEW FIRE ALARM SYSTEM Valuation: $2,000.00 ++ * ++ + * *l:l*** **:a 'l Elecrical-*-*-> go. oo Total Calculatcd Fees-> S3o?. oo DRt| Fee_____> $0. oo Additional Fees___-____> so. oo lnvestigalion-> $0. OO Toral permir Fee----> S3O?. OO Will Call------> go. oo pa),rnents-----------> g3o?. oo TOTAL FEES-> $30?.OO BALANCE DUE-*---> $O.OO * rtt 'rt*t*r+a*+t+* Approvals:ftem: 05600 FIRE DEPARTMENT 08/25/2009 drhoades Action: Ap Approved as noted: 1-. Add heat, detector to lower Level mechanical" room labeled as 103 . 2. Add smoke detecEor to bottom of stairs, Lower Level . 3 . Change smoke detector, 1n l-ower -leveL mechanical room -labe-Led as Ll"5, to heat ( 4. Add heat detector to laundry room, upper Level. 5. Heat detector (s) required in aL-L accessible storag'e areas and ln all accessl-bl( crawJ-spaces. 5. One seE of stamped, approved plans must remain on-site. *+ ++++** r'r**r:r*t* CONDITIONS OF APPROVAL DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HIMSELF AND OWNER ** * f i *i:; * *'r * 'r | * 't * ***'i***t* | | f f****'r'it*t*'lt**,t**+a* * * * | | t * t t * * * t r * r * * * * * * t * * * | * * * * t' * t' * * * * * * * * TOWNOFVAIL, COLORADO Statementa*****'t**aillllla*3r**31+*******+f f tilll** !i '3 * * * | * * * * * *'i**'l* ii t + | + ii*** * t t f r * r r * r r * r; t i * | rr {r {r {. Statement Nunber: R080001473 Amount: $30?.00 Og/25/2OOe03:19 pM PaymenC Method: Commulicat ions 1.92 5 Check INiI,: DDG Notationr Invigion Perrnit No: Parcel No I Site Address : Location: ThiE Payment: ElD nnl nnnna1l l l nn PF 00100003112300 408 - 0 058 Type: AL,ARM PERMIT $307.00 **a+t**ftta***l*lttt**'|'l*+la*a+a****tt**t* | 'i * * * * * * | * * t * * t * t t t t t * * * t t '; r * * * * 't * * * * * * * * a a 't * * ** ** ACCOT]NTITEM LIST: Account Code Current PmEs 2r.03-0r.4-1401-5 ],14 8 SANDSTONE DR VAII, Descript j-on Total FeeE: Tot.al AIJIJ ttnt,s: Balance I $307.00 $30?.00 $0.00 FIRE AI,ARM PERMIT FEES PIAN CHECK FEBS 232,OO APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Frontage Rd. applicatlon submlttal and must include information listed on the Vail, Colorado81657 2- page of this form. Application will not be accepted wlthout this information, CONTRACTOR INFORIIATION COMPLETE VALUATIONS FOR AI-ARM PERltlT (Labor & lrlaterials) FireArarm: $ B 2OOO.OO Assessors Offrce at for Parcel# ***************:r********:F.f *****:r*:*****rFoR oFFICE LjsE ONLY*"* jF*!r*!r******rt****'k***************** APPro,,. ." ci,omi1[-E Fire Alarm Contractor: Tnx ts.6n ComnrjrirrJicvr: Torn of Vail Reg. No.: k3o" S Contacl and Phone #s: JOv,n {o<\.r '53t-3\\b E.Mall Addressl "r 'thq_.F,l e- lOr,rf VOt+&5i<.,,n. Co,n Conlractorsignafure: \\ - \r\.-4,- Parcel# &\O3O\ Job Address: \\{s Sa.dslone Dr. w.Job Name: @* ?t*-"c< Tc\ ctmcl work: (i.e., floor, unit#, bldg. ltion of work: Qu) 90" Work Class: New{ ) Addition ( ) Remodel ( ) Repair ( ) RetrGfit ) Two-family ( ) Muhi-family ( ) Commerchl ( ) Restaurant ( ) Oth6r ( )Type of Bldg.: S No. of Acmmmodation units in this buildirg:No. of Existing Drelling Unils in this Does a Fire Alarm Exist: Yes ( ) E(:lEit \frEjil AUG 2r 2ooft iulBng2ffi4 +r TOWN OF VAI{-'L5t or Nored El