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Home My WebLink AboutB07-0124 CJj a QQ n 1 v ~\ d I 'r `~ O ~. z o-' fD v O i7 0 0 n 'C3 w rt r 0 A. 'C3 ~C rt ~c b z r~ ~. 0 N 0 O n 0 n n 0 '~ .. W `C `C7 0 n O C n 0 0 ~e w rho Al Q+ f~D y ~. m m o_ 'TJ ~t O ~~ n ;-r z S~. n 'd O '~ O ~, O ~~ n rt ~ o x ~~~~ ~ n n ~ `" o ~, ~ .y-, 'y, ~ [D (D ~ Vl rt ~ ~ rt ~ '~ ~ ~ w ~~ ~~~o ~ ~ ~~ ~ ~ ~ f1 M n ~ ~ 0 ~ ~ ~ m rp O ~ ~ ~ n Fn o ~ o ~~ ~ 0 r-+ ~ O ~+. ¢• ~ n o o• o ~ ~ ~ ~ ~~ ~ o OQ d.. r~ N ~ d `C ~ ~' O d ~n ~: d ~~ ~o ~~ ~~ ~~ o. o ~~ `Mi J H H ^H i MH L :~ O 0 n n ro ~Z n O A ~ ~ ~. n `~ ~ o ~ d x~ A 1-j cC'o O O ~ ~ ~ ~ A t~e ~~ rt ~ O d co V ~ A f0 '-,. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Job Address: 2489 AROSA DR VAIL Location.....: 2489 AROSA DR. Parcel No...: 210314108003 OWNER GILLETTE, BRIAN E. & TRACY M05/04/2007 2782 KINNICKINNICK RD D VAIL CO 81657 . CONTRACTOR GILLETTE LLC 05/04/2007 P.O. BOX 5821 VAIL CO 81658 License: 342-A APPLICANT GILLETTE, BRIAN E. & TRACY M05/04/2007 2782 KINNICKINNICK RD D VAIL CO 81657 ~o~ ~~ ~~~ C- Permit #: B07-0124 Project #: PRJ07-0028 Status . ..: ISSUED Applied ..: 05/04/2007 Issued . .. 06/18/2007 Expires .....: 12/15/2007 Phone: 970-390-7981 Phone: 970-390-7981/c 390-7981 Phone: 970-390-7981 Desciption: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE Occupancy Type Factor Sq Feet Totals... 6,174 Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: $500,000.00 Revision Valuation Valuation $500,000.00* $0.00 #*######*##**#########*##***####*####**####***###*##*#**+####*### FEE SUMMARY ########################################################### Building------> $ 3 , z 3 3 . ~ 5 Restuarant Plan Review--> $ o . o o Total Calculated Fees-----> $ 6 , 2 64 .7 9 Plan Check---> S2 , 101.94 Recreation Fee------------> $926 . to Additional Fees-----------> $o . 00 Investigation-> $ o . o o TOTAL FEES-------------> $ 6 , 2 64.7 9 Total Permit Fee-----------> $ 6 , z 6 4 .7 9 Will Call----> $ 3 . 0 0 Payments-------------------> $ 6 , 2 64.7 9 BALANCE DUE--------> $0.00 #####################################f##########f####################################i########################################################f## Approvals: Item: 05100 BUILDING DEPARTMENT 06/01/2007 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 05/04/2007 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 05/14/2007 JJR Action: AP See conditions. Fire sprinkler system recommended. Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Item: 05500 PUBLIC WORKS 05/11/2007 gc Action: DN Move new trees back min 10' so that site d: be maintained around curve. Provide a Public Way permit. Provide a Revokable Right of Way permit. 06/15/2007 gc Action: AP Have recived a Revokable ROW permit. Item: 05550 ENGINEERING CIVICS i#########f#####s##s#s##################s#s################s##ss########s#########ss####ss##########################################f############ ', See the Conditions section of this Document for any conditions that may apply to this permit. 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 of the Town applicable thereto. REQUESTS 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. /'~7 TURF OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B07-0124 as of 06-18-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 05/04/2007 Applicant: GILLETTE, BRIAN E. & TRACY M. Issued: 06/18/2007 Job Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Parcel No: 210314108003 ******************************************************************************************************** CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: I2 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008937 Monitored fire alarm system required and shall comply with NFPA 72 and VFES standards. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0009028 RESCHECK COMPLIANCE CERTIFICATE AND INSPECTION CHECKLIST REQUIRED AT INSULATION INSPECTION. TOWN OF VAIL, COLORADO Statement ~~********+*******+****************+***********************+**************++**************r* Statement Number: 8070001000 Amount: $4,264.79 06/18/200711:29 AM Payment Method: Check Init: DDG Notation: Gillette, LLC 1010 ----------------------------------------------------------------------------- Permit No: B07-0124 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $6,264.79 This Payment: $4,264.79 Total ALL Pmts: $6,264.79 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 3,233.75 PF 00100003112300 PLAN CHECK FEES 101.94 RF 11100003112700 RECREATION FEES 926.10 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED NC M ETE OR UNSIGN ~~. ~,~ Project #: Building Permit #: • 970-d78~2149 (Ir-sp~tlon ~~~~' ~ TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: Gillette LLC 342-A Brian Gillette 970.390.7981 Email address: brian_gillette@gillettellc.com Fax#: 425.740.1440 Contractor Signature: ,~-- I~ COMPLETE VALUATIONS FOR BUILDING PERMIT Labor ~ Materials BUILDING: $ 500, 000.00 ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ ~....~e e~.n _ ~:. ,,.,,., e~n~o_r`nunty rnm For Parcel # Contact Ea ~e counr Hssessvrs ~~~~~~ a~ ~..•-~~~-.,.,T., ~• - •--•- •- -- -- ~ _ _ . _ Parcel 210314108003 Job Name: 2498 Arosa Drive Job Address: 2498 Arosa Drive Legal Description Lot: 12 Block: C Filing: 1 Subdivision: Vail Das Schone Address: 2782 Kinnickinnick D Vail, Colorado 81657 Phone: 970.390.7981 Owners Name: Brian Gillette Architect/Designer: owner Address: Phone: Address: poet Office Box 4572 Vail, Colorado 81658 Phone: 970.949.9391 Engineer: KRM Consultants Detailed description of work: Replace existing home with new single family residence. Work Class: New (X) Addition ( ) Remodel ( ) Repair ( ) Demo (X) Other ( ) Work Type: Interior ( ) Exterior ( ) Both (X) Does an EHU exist at this location: Yes ( ) No (X) Type of Bldg.: Single-family (X) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: 3 No. of Accommodation Units in this building: n/a No/T a of Fire laces Existin Gas A liances Gas Los Wood/Pellet Wood Burnin No/T a of Fire laces Pro osed: Gas A liances Gas Los 1 Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No (X) Does a Fire Sprinkler System Exist: Yes ( ) No (X) OFFICE USE ONLY**«*****************************«~********,ti.,t,t*****x Rne-nivorl• apted By: ' MAY - 2 2007. P~J O F VAIL oa/z /zo F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC ******************************************************************************************** TOWN OF VAIL, COLORADO Statement *****************************************«********************s***************************** Statement Number: 8070000626 Amount: $2,000.00 05/04/200703:12 PM Payment Method: Check Init: JS Notation: 1003/GILLETTE, LLC Permit No: B07-0124 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $5,338.69 This Payment: $2,000.00 Total ALL Pmts: $2,000.00 Balance: $3,338.69 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ----- PF 00100003112300 PLAN CHECK FEES 2,000.00 Proairco, Inc. R.O. Box 179 WHEnt !:~oc,F. CO 80034-0179 {3G3)458-0264 March 5, 2007 Gillette LLC P.O. Box 5821 Vail, CO 81658 Re: Sampling for asbestos in an occupied tri-plex in Vail. Location: 2498 Arosa Drive Vail, CO Sampling locations: On 2-26-07 scientist John Taylor took select building material samples in the three units. The following samples were taken: Unit B: B-1 Wall texture,. kitchen, N. wall, over window. B-2 Tile glue, kitchen, S. end, W. side of floor. B-3 Wall texture, front entryway, storage alcove, N. side, 4' up. B-4 Drywall, front entryway, storage alcove, N. side, 4' up. B-5 Yopa~ivi coating, living room, N.W. corner of ceiling. B-6 POpCOri1 COG7liiig, living room, S.E. corner of ceiling. B-7 1 'loor tile, center bathroom, at doorway. B-8 Wall texture, living room, N.E. corner, at light switch. B-9 Drywall mud, living room, N.E. corner, at light switch. B-10 Drywall, living room, N.E. corner, at light switch. B-11 Popcorn coating, N-E. bedroom, E. side of ceiling. B-12 Wall texture, N.E. bedroom, E. wall, 5' up. B-13 Drywall, N.E. bedroom, E. wall, 5' up. B-14 Tile filler, N. bathroom, the over tub. B-15 Wall texture, N. bathroom, W. side over toile?, 4' up. B-16 Wall texture, S.E. bedroom, E. wail, S. end, 3' up. B-l7 Popcorn coating, S.E. bedroom, center of ceiling. Unit A: A-1 Popcorn coating, living room, S. side of ceiling. Proairco, Inc. A-2 Popcorn courting, front errtry way, cetrter of ceiling. A-3 Wall texture, living room, E. wall, center point, 6' up. A-4 Drywall, living room, E. wall, center point, 6' up. A-5 Wall texture, kitchen, E. wall, at phone wires hole. A-b Drywall mud, kitchen, E. wall, at phone wires hole. A-7 Drywall, kitchen, E. wall, at phone wires hole. A-8 Popcorn coating, S.W. bedroom, S.E. corner of ceiling. A-9 Wall texture, S.W. bedroom, W. wall, 5' up. A- ] 0 Drywall, S. W. bedroom, W. wall, 5' up. A-i l Wall texture, center bathroom, W. wall, 4' up. A-12 Floor file (old), W. bathroom, from damaged area on floor. A-13 Floor file (gray), W. bathroom, from damaged area on floor. A-14 Drywall, W. bathroom, S. wall, 4' up. A-I S Popcorn coating, N.W. bedroom, W. side of ceiling. W, garage unit: G-1 Wall texture, W. G-2 Wall texture, E. G-3 Wall texture, E. Wash rnom: wall, center point, 4' up. wall, center point, 5' up. wall, N. end, 6' up. WR-1 Wall texture, E. wall, center point, 5' up. WR-2 Wall texture, W. wall, center point, S' up. WR-3 Drywali, E. wall, N. end, 3' up. Unit C: C-1 Ceiling texture, entryway area, S.E. corner of ceiling. C-2 Drywall, entryway area, S.E. corner of ceiling. C-3 Drywall mud, kitchen, at S. bar unit, 4' up. C-4 Wall texture, living room, S. wall, W. end, 4' up. C-5 Wall texture, bathroom, N. wall, 3' up. C-b Wall texture, N.W. bedroom, W. wall, at duplex plug. C-? Wail texture, hat tub room, W. wall, N. end, S' up. Outside of building: 2849-1 Wall plaster, N. side of building, ground floor, E. end, 4' up. 2849-2 Wall plaster, S.E. corner of building, 4' up. 2849-3 Wall plaster, N. side of building, at dryer outlets. ~roairc®, Inc. 2849-4 Wall plaster, N. side of building, 2"d floor, at entry way. Note: Samples containing regulated asbestos marked with italics. Results of lab assay: See the enclosed report from Quarnem Labs in Oklahoma City, OK. Discussion: 1. The popcorn ceiling coating on the top two floors is positive for asbestos. 2. Unit B the glue (kitchen floor) is positive for asbestos. 3. Unit B floor file (center bathroom) is positive for asbestos. 3. Unit A floor file (W. bathroom) is positive for asbestos. 4. The wash room wall texture is positive for asbestos. S. Samples containing a "trace" of asbestos should be point counted (per Regulation 8) for compliance. Submitted By: f--"-. ---~-`3ohn Taylor, Asbestos Inspector .... ~. s L,ABppA4~RlE~ 2033 Heritage Parh Drive ! Okil3homa City. OK 7912ti r 14G5) 75x7272 !Fax (1051755-2058 Yo[arized Light :17icrascupy Aslaastas Anal~~sis Report r~ucnTF,M Lal' Na i471_$ t,lienr Prt>8irco, Inc. P.O. Box 179 Account Nlunbcr B2 i i Wheat Rid~c, GO RO(;3~t Data tZeceivc;.t 02/=Sf'7--007 F~eceived By' Teresa DeJar1t19tt Date Ara~rza'- n3.0Sf2007 Prpjcrt ~39R Ar~/ia Dr rtnaiyrc:d By: ~endv 03aker Yr:?jrct Locatiott• N1A Methodology' EPA`tipO/R-9,f! i(3 I'r~iet:t Nu-nber• N:'A QututT[M Clitltt i.'i+in~ ":on-:v.9bcstos 53ntple lit Sst!)pe iu ComTosiro:; J~~sertpt,ert ~47:'.iiUS (°b) ~---. ~ Fibre °o) . CC1 ti-D Hon:a~encoos IZa!ie -~. Athtsn~;~ot!'reQ.ent Cll!,W=: ..t Cis B-2 Nomaganeiru5 Tar. Asbestos Pre;t;sr (:ctiuinsc 3 ".tasti: Chrysil;il[ ? 1?(. B-~ Hotrwgrneue~. ~k;~ilc AsbestosPresenl t;ci'ul:»e ¢1 14:u! I C%iUtt? CDl?'y sot[1C `-1 111;4 !3«i :1umo~ene~tts `,'bite Ashett115 Vot I'reSe!'t (kiit-Insc 2i) S6rcttuc:l. (i;15 F+ } idpm.~;~ettevu•: SVhlte asbe:!4F Pr.Sent ?`a Z_:rii+itg T'Cxlt~rr Chnztxiic 'i (i(tfi E3-fi ! tom~7eneous U !»te ~4sbegtps Present +t'f+ Ce;lirtg Ta~turc C'hr;~Kilt 5 00' B-7 Hvmagcnevus Boigr .~bestw Pn:stnt V:~ F Ivor Tilc Chr~wnlc 8 Uplecs ntli:: t.,c~ txltcd ItlxXl rccript tt,c ~nAti'0:, of rll: banlld: was accgxabtc Far anaq;is. Ctt.;tnTE`•1 is R :tiYi..~" acCtrdited 7Eit.1 dud : _~ latxr~tor~ ('..ab Codt. IO[95~-f ; Th:~ :sport ledsles unh~ to Uir spec;ifu itrrtn trs[ed. t: %L.~1` 2tCttdllR'!<MI 9ppltcG O't!}' t~ 8t]31y51S p~dottnid utili:iug 1:('A.'rsOt1•Ti4-S2-VUU .;:td LP!tIS~~Tc-y3+114 Irw.htxl~. This report muy nu: x weJ to Maim •~~~ doer ntdotstmtat by :'I`.'L:~11 v: nay ~xt:31 a~tuy Of IDte ~%S J:+'tItl[:iCYL T1~36 LCpCfI 1!tit~ ilvl t+c rCQR'dIICCd rx4Cpt IY tYDI, +YIlhUV I lDLC wrinat rppn>,a! of tht ;:tlki;,tnry Page 1 of 8 ~ "!. n .'~ ~ j ~ - .d. _. ^ IJI6QRATORI!!1 2489 HerfagF, PaM Urive I Oxlatgm~ City. OK 7312U ! (411,5) 755-1272 /Fax (4U5) 755-:?056 Palariced Llght Mfcroscapy Ast>'eetos Analysis Report <~uanTEM lxb No 14 i 128 Cliav' Prvaircp, 1nC. Ac, e;utt Nt'mErr B2l 4 P.O. Box 179 Wt-eat Ridge. CG 84434 i}stc fi~Ct;ivtxi' 1~~'28?25~7 Heceireti ii f: Teresa DeJamett Date nnahzed t}3rC-5/20U7 Project :,d48 Aro~z~ Ur rwatyzed B~^ Sar:dY Bsker Yrnject ~l_ocation• N!A Mrrthodoi•~~~• 1rYA:`500.~Ft-9?/? 16 Project Number N!A Moan: EM C'litni C'okor % h(at-Asbc:xos ~,anp(e II> 5<intpic 'U Ccr:posi?iiz;l lh'~Cnfrliuil :1~:L•estcs t°.•ai Filxr (S~~t tiQ8 &$ Hrnnogentnu tiV'hite .~sbcstos Prrsrra CeNtaasc <.l r~-~tUf~ chr~~oul~ <t (N-14 13_q ?-iorto~-c~~~~o:rs fir~~c Aibe~o:l•'rYSSnt l'_c[h~luse luittt f:ompound Cb-ryso~ile <:1 O10 13.10 -lonxrgCOeouc whf[e :tisblSWs:tiotPfCSCllI Cellulosr 2!l Shcctrock O!! B-II ri,;rrpgeacnuc \Vititt _lsbcatosPresent ~:?tiula3t °:i C cilin~+Tc~tr;r: Ghsy~atile 7 Gfuss Ti}.~r •:l 032 9-! Z 1•IOrnpK; nei>us t-eige Asbestos Prest~nc Cetl,t!ost •~:1 1-calure Ghr):;ndle <-.t !`13 313 Homo~e~a-;r: w11itG Asbesu~ Vo- Prrsent C'ci:u!os: .S Sncc7ock ~!~ A-11 IIUIrI{V~C'JeyJ!. Vr9dar ai.~cx~~>Nur P,.xui IdA (rout GntCis otlxxvr3: no1Cd uprxt rctcrpt ih,: conArtien of Urc san>jdc was accepixUle for aaei}pis C1uunTL'M ~s ,'t l\'~'I.AY xcua:i,r:J 7Iil+f end i LM lab~xato:v flab Cods: !0l4~ 9-dj 71:i. r~p,~;t rclat:s nr,ly m t:ic cnxthc iternx tested NVLA:` necredaat vt a~pl~ts un:~ to 3rralysis ;xtfottned urilizuie EI'rVfi1N1i11t1-8Z=)20 and f f.:'G(~G:R-43r1 Ih matfc~dx. "Chic erpurr may ncN be uaeJ ti tl7~un {N'v:1u`! •nJ<~rr~atent n:: Tn~1.aP Gr am OOu'r ~t~n^Y Ji'rl~r i (Stn,w~nzmrnr ; qit rrpnr •rny rnl Fr mpnvlu?~rd -rr~•!it :a G+li a uLnW riir writicn apiRn~al cf the iuh:xaturq ?age 2 of A ^ ~ LJ11iORA"[bltilS Lass HcYitny~ !•a:A DIIvC ! t~IJul:vi..a Clly, ~K rs Ita ~ taae}ran-rar: i ~~„ t~ee5 rss-:nee Polarized Y,igt~t :Mier©scapy Asbestoa Analys3ie Report ~?~anTEM Latt Na 147128 Cii~rtt 1'roaura, Ut4. .ccatutt :~tunber• 1321 !'.~. l3ux 1?9 wheat Rldge, CU SpU34 Clste kcc~iv.d• U2r28,'2(><1' ~rccivca By': Teresa De-Jamet: Dave Ana~}'~cd U3lU4l2t1Q7 Project 2493 Arasa Ik Analyzccl IIy: Sandy I3al:er !'eject l.vcatitn: IVIA t~Iedta!oi~~ry FP~:'b('i~~R-a3%1 16 Prvjact N:utt;~r• NIA QuanTEM C'liarn; .valor % tion•I`sbcstas Su: (c ID Sm~(pte 1I> ~~~mp~:•si:icr Iksaipuoh ,Wx~stos (°o) Fits::r (°.ul it l It-! 5 L'omop, ~i:ors Beigc .as'oCSk~s Nol Pre~enl Celiulage •=:1 Tcsturtc (t:t; B-l5 Fr>n:ucn:~?t:s !'t9iitr. nsbe~,t:r.-,!°n~cnt Ccllulcst: ~<i Tcxtun (:hrysotile <a t~;' E3-; i Fsomogt~tEnuc M.'fiitt: R>htstos?resrnt i:rllulox ~:.i Criimk Taxtutc t.hr~~s~~tilc Glass Ftbcr ~; UI€ A•I Hon;c~};txtruus Vl%h:tc Asbesttr,• Present t:it24S hiker •~l t'eil:n4lr.n,ta Chryx~li[c 5 plv A=2 I Iunx~~atteous u'hiu ~\sbcstn 1'mscnt ~~~\ Cctlut~ T:..turc ('!try;xztile 1120 A-j llam:~ettae\us !te.~oe NibCitt)3I'IfSCnt CcL`u!ox ~•1 4t~s:t1'rerture i'hrysotile •~1 Q2.i R-~t Homu~mau~ W}Iiiq A,~•a~ta~2dutProscnt Cell,:;>;e l,, 5hcrttrock C:l:aas Ci}xi ,- Uniesa otl:uv:~sr nand upen ~ceip; tl:e.c~tuikieu of iha x+mpln •.., a:cip[abk fir aualv;is. i )uan? f.>1 >x a !k'v L.aP arcrcditcd i HM vnd YLP.1 hbu:~tur; (l.;~b C.'~wle: IU l9Sy.U) TAi. rrp_r. cc!sir~ ana• lu the s?rci(u: iirrns te~kd \'~1hP ~:ccizditstun spt+lies rnl~ '_v aaal:si: ptrL~:rn~t u'il+Li,~r ~P.1'rQOf~13-62-U~'! ~ux1 T'f'.1 ~JU•R-~9!: ! h tt;Ethod3, ?lti5 repot' nnn t161 b~ :vats i6 cL::m pcexlw;. Cadonc><_eat b, *+VLt1E' er atly ether afen~~. oCtht tIS G~~ernmE:r. This reputt r,;a~ nos be rsprocl(tc:d cxccpr iu full. wit~totsr the KvtRCn approv>,1 pYthe lahcxattr}' Page 3 of 8 • _ _ - 4 ',1 ~. . _.. ~ . ~~ r U180RATORIES 2033 He+itage Park larive / Okiehcns Gity. OK 73120 ! (4Q5) 755.7'272! Fax f405} 755-2058 Pl~lariiriif Light Viicroscnpy Asbestos Anal~}~sis Keport iuanTEVi Lab No 147128 Clinlr Proei*t:o, Inc. P.U. BOX 179 ACCOlllll l.urrtbei' ~~~5 Wheat Ridge, CU 8UU~4 ~xtt' RCCCtVZd' ti2,2~LtlU ~~ Received I:ly: Serena Dala~'ner Uatc Anal~rcd• {!~rDS/~f;(i7 l`ro;~ct~ ~4J$ Mc~ctDr A:ts!yzcd By' S%~rdy T3a~er Prr~ie~t Lucaiice,- N/A l~etodolot~~ F..PIt'fiQO/R-9~ 1 Ib Protect Ntultbpr ItilA Quar.T:~3 Cher Csdur : \t~ --Asbcstr~s ° ' ~arrt~?ri? S~m,lc ID C:o'nrositipa 1)cscritra;n :~>tlcstos (~~) o? Fiber ( • --;~.___ `•~ __-Humo~cnco_e; Bcig~ R4nesu~sN.,tPre,em c:r.Elulesc °-] q2 t ,L-6 t lomap~nerls Tnn .4sbestt~s ~Iul Prrscnt `+~ Iulrt t,urr~:i~ouncl ri>: A-? Humo~;~~~u> t~'tTife t~~hr:mc ti:x I~reserrt tcllutasc ^ii Shcetrcx.k <ilsss h'iL~ ij~~ A•b F:otnv~~rncous ~~}rltr A.9KSlU5rrCSCllI ~.i{a93Fi!?er •=•1 (•Clilll~ -1~f.XCUfG Chl)~SC~t11B i q,b ,~.4 Hotnogcrv-ous • R'hirc Asbcsltu Pre>cn! Cenuk>i: ~:t V1~51. Ie~VUfe Chrysot;tc <.1 ~??" :t1-1~) 1~OtfTC1~,,t:nl'tJUS W;irT~' -47t+C\I(i, T:~)l PrrsGAt !,~CIi LLI:)`K ~(; 5tteen~.x~. G^_F :~-11 Hunx~l,encuti5 Bc;ltc AsFrstus Prrs.;ti Ccl!ul~st •= i Wall icxturc Chr)•suttlc ~L C'aess ;rLtwi~t road t:f•.~ft leceipr ttie .un.]lrit`r, nf;}Te san:~?e ;rrs aceprable Sx analy3is tluer.TLDi is a iJVLAP a«radi~e~ "'Li+'. aaJ ^I.hi iahu:at.x?• (Lrb Code 1~ 1459.0;! Slur rrpurr r~lalry uaty W IIJr sjeclGc lxaTts is>tei. ;tiZ'? AI' ;rcerettitalicct ap~l,q auy ~o arah•.is perliruxd urilizing ~?'A'640?d4.8.a}2r and EP.~.'61~~R•9?%'. Ib met6ocs. 'this repc~r ~*.+y n;tt b: ux~! t~~ t1A1r71, r'oCl~Gt cndocscmcnt l+g '~`: I.A ° Or nnp ~thtr agency iTf ft G t'S Gurcrc~•-rc:nt. ''t. ~:;: rcpart ma)~ mn ~ rc~mdtrc~~i czccpt !n tirll v,~i.An~t tnc writtc„ eoon~al of she laburatvry f arse 4 of 8 i i • ~. ~ ~ LABOt~TORiE3 2033 iiori(ityg Park DritrB / Oklshxnn Gi1y. 7K 7'3120 ~ (~ 75fr7272 / F6rc (405) 755.211.58 Potar:'zed Light tilicrosco~i Asbestos ~afysis ~teport +;~u~nTEN L.ab No 17138 Clie:it• Proaircct, lnc. Ac<.ount~f~l~,t+rr k3215 P.O. Hox 179 Wheat Ridf<e, CO 80034 Date 1?cc.ivd• 0212&'2007 Rec..ivcQ By: Terre [kJarnett 17ate Attal)•z~d~ D3~D,5r•.'.(N-7 Prajccr• ?498 ArOSA n:• Ana:yzed Bye Sar:i3. fial.e~ Pro~iecr Lucation• NSA :~~tetltodoio,y EFi; 50G~f?-9ii116 1'rttj~t:r 1~ umbCr ~ N A 4u;tn~'~M Cllrnt Coiori *:on-Astrrnes ~.?tttlrEe ICl Sa!ttpk ID ~cr,p:~sril,n Ucat:ri^!u~r: asheslos ("~~~1 Fibcr {%) 0~9 :~-I. 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IIG!11: ifll[ll .~•: L.1_' acrrcdt:al:cn El:rlic~ nn.V tq altdy~ip rtcE:•mlr6 anti ink r.?A;ht~);\1i-iiZ-i12C and }, p,4rElNi F:-')3.116 me'.ltulls, T!lis rcprrt a:i~ 1x,1 be u,°'.'~l ii• ~laml p~tldttct Cndgr=er:cnt by NYl AP Ix sny sx!:a ynr..y~ :11 the l,'i (M:'crnm~t l ;tis rcpt:t: mtl~~ n<Jl ~ tspttnhr.:cd cx:cpt in iuli. H ithert ih= L~rtttnt tpproYt.) ot'Ihn !t-bi rUl~ry Page 5 ~t S ~ ~,, ~~, r UtDORATDRIED 2033 Fler3ape Pa+f[ hrive / Oklelama Oily. ©K 73120 ! (AQ5) 755.7272 !Fax {~) 755-2056 Polarized Light Micrua,cx-py Asbestos Analysis Rt:port f>sanfG\~1L:,bNo l~i'12g Client F'raairc.o.itlc. ct;otu:t N,!mbar R2 i ~ PA, P,ox 1?4 lA'1>eat Ridge, CCr 811;?31 1)1te ttece;ved• C,'26/2i)4'? 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Thii ntuart ntd} :x•t h: ttpr:.dnecd cxe.pt in full u-rrhuar th- wnt[en uppruval of ttrr irbotr+iory' ~8&6 F Oi 8 ;'r' ; ....' ~r` . ~~~~~~~~ P4'33 ilex ita~r7 f am priVn ~ ~blalwnro Gitf.: Wilt g i lt} i ('t1131 t'sj-7L7F t P+ex (~1'!~ TD.f+ t +s3.~! P~tarized Light Micre~scupy <4shcxtus Analysis Report pu:ulTrAi I.~~i~ 1`t~a 1 d'1?8 t'iicnt Pr:)airi.a, Inc: P.i). Box 179 Acu~t-r,t ~lumh~'~ $2 i S Whtat P.idge, GO 800:4 Ctttce Rece!yed 03.":52(ltiy R-c.ivtd i3y: ~'crrss Pclarnctt Date A.~lal~zzd U3.'U5i~007 1'r~\j•:ct• 2A98 Arosa llr Analyzed Sy Sandy t33kc r F'r~lect L.xaiiun- ~1'A h:etltodolo~ EPA-60C-Tt -9±1116 Project ~utnber• Nr`A Qa~iT'l:-'r.f Glia;t ('olo;•. 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AP cr sm •s~,r.:g;:n::} ui the .: ~ G?~e+'nux::; flti> report tcuy no: he c~ssutuced hart in t`ult t.,!trrvt the unttcrs appt~t:3t of rite lat,xawrv PAge7c~!n t .. ~ ... ~ : }':r' ~,. .-.~ C, 1- _ ~~ ~ LA90RA'rOR1E.5 2i!39 H9rstage Fark Drivel I Okta-:oma City. OK T3t20 ~ (4G5! 755-7272! F'ax ;405j YSS-2b54 Yoiari2,ed Light Aticrosropy Asbestc,s Analysis Report (~t;tarfT~;~( ~: ab ?7c 1 A7 ! 28 hcca:uu ttunbcr• 815 n>it~ ~~cctvtx; oz.~s ~a1; l~rcetvsrd ny: Teresa DeJarnert L~ztc Anttiyzed~ G"it7.Sl201?7 Analyzed Bpi sandy Bakt:r MetYod~ol~~~~• EF:A,~6Ctt},I2-!33136 ~81!:~{C ?L` S8i?l^.It: ~1J C•O[t'.j;O51i10: --~Q ~---' - x$07-~ .~.._-HOCt!U~d11CUp5 GiQ :814.4 Hnm~gcnaaus C1+ene• Project Prc~jcct Locau,en- ('cili~r ,' fkaairee: iRe. P.b. box i7~ ~~4"ueat kit~2e. CU 8ti0 ~~ ?•#98 Arosa T.h NJA :NSA {id5;;!(1C1U11 :~S'1t?.5f(35 \"•ir) BIUW.*1 "--~---~' AsbCSt~li`iU; FreBrnt 1'i2acr ~rvirn A~IhCy!U~'Jv! ?rrsrnt !'3.'S[R /rr- ~ __ .rte"' - -c----- Sandy Br y~ C1atr c:fkcp<.r: '~vn-Asl:c,Zrrs ~'cltui.hc ~-! ^nks: uthtorwlsr rnncd, upai rercipt the mnR,l;tx, GI the ssmpl+. w~is accc~l's6k. tot anah,s+~. Quunrl•:,li:aPd~'LAYa.:;:rdiull'F:rdardPt.~.i:aberat~,}'lLab+;"=.la lUtQj9.~) 'Iiti3;~:rltki:dzuuiyW+L:spctiiGtifaautratal ?.ti'L3 yc:raui.atcxt r{><+lir> oni~ n> unstfy,i.; perfont,~ ntil~.-in~t FPAit;;ln hi,t•42.(rtj ~aA EPrV69(1~R-9~ i.b u1edY~dS Tlli9 rrpid"t Ittriy pi+t br uS211t~ {~ian~ y...3+..1 duGV,>.:+....,t t; NI~IA!'.,, - ..~,....~.~ .,7 ..(N+. 4::i 41.,+..: ,....,..•t. T;,ia •..t»„! uwy +nd. t.. ..t.+.,l:+~tid ..+4~y; ~., li.ti ..,its.. a+. thy wnt:cn shpro. at of thr lu`wrawry Pate B of $ H tF~~ HEPWORTH - PAWLAK GEOTECHNICAL Hepworth-Pawlak Geotechnical, Inc 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone:970-945.7988 Fax:970-945-8454 email: hpgeoC~hpgeotech.com SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 12, BLOCK C, VAIL DAS SCHONE 2498 AROSA DRIVE VAIL, COLORADO JOB NO. 107 0133 APRIL 20, 2007 PREPARED FOR: BRIAN GILLETTE P.O. BOX 5821 VAIL, COLORADO 81658 Parker 303-841-7119 Colorado Springs 719-633-5562 Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................- 1 - PROPOSED CONSTRUCTION ..................................................................................... - I - SITE CONDITIONS - GEOLOGIC CONDITIONS - ..................................................... FIELD EXPLORATION ............................................ - - SUBSURFACE CONDITIONS ...................................................................................... - 4 - DESIGN RECOMMENDATIONS ................................................................................. - 4 - FOUNDATIONS ......................................................................................................... - 4 - FOUNDATION AND RETAINING WALLS ............................................................ - 5 - .......................................................................................................... FLOOR SLABS - - UNDERDRAIN SYSTEM .......................................................................................... - 7 - SITE GRADING ......................................................................................................... - 8 - SURFACE DRAINAGE - LIMITATIONS ............................................................................................................... - 9 - FIGURE 1 -LOCATION OF EXPLORATORY BORINGS FIGURE 2 -LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES FIGURE 4 -SWELL-CONSOLIDATION TEST RESULTS FIGURE 5 -GRADATION TEST RESULTS TABLE I-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 12, Block C, Vail Das Schone, 2498 Arosa Drive, Vail, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Brian Gillette dated March 9, 2007. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a two story, wood frame structure over a walkout level with an attached garage and located on the lot as shown on Figure 1. Ground floors will be slab-on-grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 6 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. The existing residence will be razed prior to the new construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. 107 0133 c~t~ech ' -2- ' SITE CONDITIONS The site is currently occupied by a single family residence as shown on Figure 1. There was no snow on the lot at the time of our field exploration. The lot is located on a southeast facing, steeply sloping hillside. The ground surface adjacent to the existing structure has been graded relatively flat with a gentle slope down to the south. Vegetation ' is of irri ated lawn with brush, scattered aspen trees and evergreen trees. A consis g moderately sized, dry ephemeral drainage roughly follows the southwest side of the lot. ~~ GEOLOGIC CONDITIONS The near surface soils at the site are colluvial and alluvia] deposits consisting of stratified silt, sand and clay soils with gravel layers. These surface deposits are underlain by Minturn Formation bedrock dominated by interbedded arkosic sandstones, arkosic conglomerates and shale. The project site is not exposed to snow avalanche or rockfall hazards (Town of Vail, 2000a and 2000c). Conditions of a geologic nature that should be considered in project planning and design are construction induced slope instability, debris flows, and earthquakes. Construction Induced Slope Instability: Deep cuts made into the hillside colluvial and ' alluvial deposits at the project site could present the potential for construction-related slope instability if grading for the proposed structure is not properly engineered. Excavation for the proposed residence is expected to be relatively minor with cut depths up to about 6 feet along the uphill side. Temporary cuts in the colluvial and alluvial ' deposits should be stable at grades of 1 horizontal to 1 vertical, or flatter, for dry soil ' conditions. Debris Flows: The Town of Vail has designated the southwest half of the lot as being located in moderate severity debris flow hazard area (Town of Vail, 2000b). Typically, the debris flow risk can be mitigated by proper surface drainage such as recommended in .lob No. 107 0133 C~tGCI'1 } -3- the "Surface Drainage "section of this report. Due to the potential nature of debris flow events with moderate severity, additional grading and possible direct protection of the residence should be considered. Direct protection by reinforcing uphill building walls should be designed by a structural engineer for the design debris flow depths and loadings. Earthquakes: The project area could experience earthquake related ground shaking. Historic earthquake ground shaking in the region has been moderately strong, but has not exceeded Modified Mercalli Intensity VI (Kirkham and Rogers, 1985). Modified Mercalli Intensity VI ground shaking should be expected during a reasonable exposure time for the proposed residence, but the probability for stronger ground shaking is low. Intensity VI ground shaking is felt by most people and causes general alarm, but results in negligible damage to structures of good design and construction. The residence should be designed to withstand moderately strong ground shaking with little or no damage and not to collapse under stronger ground shaking. The region is in the 1997 Uniform Building Code, Seismic Risk Zone 1. Based on our current understanding of the earthquake potential in this part of Colorado, we see no reason to increase the previously accepted seismic risk zone for the region. FIELD EXPLORATION The field exploration for the project was conducted on March 28, 2007. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4-inch diameter continuous flight augers powered by atruck-mounted CME-45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 13/8 inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Job No. ] 07 0133 GecPtech -4- Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about 2 to 5 feet of predominantly granular fill soils overlying stratified, silt, clay and sand soils with occasional sandy gravel layers. Relatively dense gravel soils were encountered at a depth of 41'/2 feet below the existing ground surface in Boring 1. Drilling in the dense granular soils (or possibly bedrock) with auger equipment was difficult due to the rock hardness and drilling refusal was encountered in the deposit at a depth of 42'/2 feet. The lot appears to have been graded for the current residence and the existing fill could be considerably deeper at the downhill side. Laboratory testing performed on samples obtained from the borings included natural moisture content, density and gradation analysis. Results of swell-consolidation testing performed on relatively undisturbed drive samples, presented on Figure 4, indicate low compressibility under existing moisture conditions and light loading, and a low collapse potential (settlement under a constant load) after wetting. Results of gradation analyses performed on a small diameter drive sample (minus 1'/2 inch fraction) of the sand and gravel subsoils are shown on Figure 5. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling or when checked 2 days later and the subsoils were slightly moist to moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural subsoils. Job No. 107 OI 33 C~t~eCh The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils should be designed for an allowable bearing pressure of 1,500 psf. Based on experience, we ' expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. 2) The footings should have a minimum width of 18 inches for continuous ', walls and 2 feet for isolated pads. '' 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. ~' Placement of foundations at least 42 inches below exterior grade is typically used in this area. 1 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 ' feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation 1 and Retaining Walls" section of this report. , 5) All existing fill, topsoil and any loose or disturbed soils should be removed ' and the footing bearing level extended down to firm natural soils. The exposed soils in footing areas should then be moistened and compacted. If ~' water seepage is encountered, the footing areas should be dewatered before concrete placement. Structural fill may be placed in subexcavated areas to re-establish design bearing level and should be further evaluated at ' the time of construction. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be 1 expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf i~ i~ Job No. 107 0133 Gec~tecti -6- for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at near optimum moisture content. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.40. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 350 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads Job No. 107 0133 C~tech -~- should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer offree-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at near optimum moisture content. Existing fill and topsoil should be removed from within the new building area. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM ' Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy ' precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace ' and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Job No. ]07 0133 c~cc~tecr, -8- The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1 % to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least I'/2 feet deep. SITE GRADING The risk ofconstruction-induced slope instability at the site appears low provided the building is located as planned, and cut and fill depths are limited. We assume the cut depths for the basement level will not exceed one level, up to about 6 feet. Fills should be limited to about 8 feet deep, especially at the downhill side of the residence where the slope steepens. Embankment fills should be compacted to at least 95% of the 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 should be benched into the portions of the lot exceeding 20% grade. Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation or other means. The risk of slope instability will be increased if seepage is encountered in cuts and flatter slopes may be necessary. If seepage is encountered in permanent cuts, an investigation should be conducted to determine if the seepage will adversely affect the cut stability. This office ' should review site grading plans for the project prior to construction. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. Job No. 107 Ol 33 C~Ot'EC1'l -9- 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in ' pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. ' 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We ' recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. ' Free-draining wall backfill should be capped with about 2 feet of the on- site soils to reduce surface water infiltration. ' 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS t This study has been conducted in accordance with generally accepted geotechnical hi hi i W k i i i l d i i h s area at t me. e ma e no warranty e engineering pr nc p pract ces n t s t t er es an ' express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations ' indicated on Figure 1, the proposed 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. If the client is concerned about MOBC, then a professional in this special field of practice should be ' consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface ' conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we ' should be notified so that re-evaluation of the recommendations may be made. ' This report has been prepared for the exclusive use by our client for design purposes. We i b h f i f i A h i f h i l i nterpretat ons y ot ers o our n ormat on. s t e ble or tec n ca are not respons ' i project evolves, we should provide continued consultation and field services during ~ ~ i Job No. 107 0133 .~GC~teCh -10- construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK Trevor L. Knell, P.E. Reviewed by: ,dp'~pp.REOjsl ~~0~'~~~~OA ~ ff~ •~9 "'" ~"'L'-~ • ~ i 38469 -o9s 4-23-~7.;~~ o~FSS~ONAL E~~\~ ~z-~ ~ Steven L. Pawlak, P.E. TLK/vad REFERENCES Town of Vail, 2000a, Official Rockfall Hazard Map, Town of ti'ail: Prepared by the Town of Vail, Colorado (Adopted by the Town Council on October 17, 2000). Town of Vail, 2000b, OfTcial Debris Flow Hazard Map, Town of Vail: Prepared by the Town of Vail, Colorado (Adopted by the Town Council on October 17, 2000). ' Town of Vail, 2000c, Official Avalanche Hazard Map. Town of Vail: Prepared by the Town of Vail, Colorado (Adopted by the Town Council on October 17, 2000). ' Kirkham, R.M., and Rogers, W.P., 1985, Colorado Earthquake Data and Interpretations 1867 to 1985: Colorado Geological Survey Bulletin 46. ' Job No. 107 0133 C~t~l ICAL, INC. N APPROX. W scALE: E i°=so' S o R~~ l .~' ,., ~. ~OSP~R~r"..--`'~ ( LOT 12 ~~,-'sue r, '' \ ~ i , i ~ r y--~ ,, ~,~''~ ~ / / ~ ~\BORING 2~ \,` RIj~G/ ~ , 'T Y ~-- / /F~-y-- 1 u / / P~/ y, ..- 1 / APPROXIMATE u ~ ~ / u / PROPOSED BUILDING - - ---"--- ~ u FOOTPRINT ~, ~,~';~ / / (DASHED) ;: ;: ".Yw. _ ~ ~'~`, // LOT 13 LOT 11 ~ r ___, v \~ u I 1 LOT 14 107 0133 HP rl LOCATION OF EXPLORATORY BORINGS FIGURE 1 HEPWORTH-PAWLAK GEOTECHNICAL 8010 ' 8005 ,, .~ ' 8000 yay i 1 7995 w 7990 w ' w Z O 9 w 7985 ' 7980 7975 7970 7965 107 0133 BORING 1 ELEV. =8007' BORING 2 ELEV. =8003.5' 4/12 PROPOSED LOWER FLOOR LEVEL 12/12 WC=11.3 6/6,6/6 DD=111 WC=20.4 DD=95 6/6,6/7 WC=11.2 DD=109 35/12 15/12 28/12 WC=8.6 DD=127 23/21 15/12 WC=8.6 +4=33 8/12 -200=31 22/12 13/12 Note: Explanation of symbols is shown on t=tgure 3. LOG OF EXPLORATORY BORINGS 8010 8005 8000 7995 7990 w w LL Z O Q 7985 ~ w 7980 7975 7970 7965 _J FIGURE 2 1 1 1 1 1 1 1 .~ LEGEND: FILL; silty clayey sandy gravel with scattered cobbles, loose, slightly moist, brown, overlain by 2 inches of asphalt at Boring 2. SILT AND CLAY (ML-CL); stratified, sandy, with scattered gravel layers, stiff, slightly moist to moist, reddish brown to light brown. SAND (SM); stratified, silty, with occasional clay and gravel layers, medium dense, slightly moist to moist, red-brown. GRAVEL (GM); silty, sandy, with cobbles and boulders, dense, slightty moist to moist, brown, possible bedrock. Relatively undisturbed drive sample; 2-inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 1 ~-inch I.D. split spoon sample, ASTM D-1586. 4/12 Drive sample blow count; indicates that 4 blows of 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Practical drilling refusal. NOTES: 1. Exploratory borings were drilled on March 28, 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 provided. 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 only to 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. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 6. No free water was encountered in the borings at the time of drilling or when checked 2 days later. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC =Water Content (% ) DD =Dry Density (pcf ) +4 =Percent retained on the No. 4 sieve -200 =Percent passing No. 200 sieve r I I 107 0133 LEGEND AND NOTES ~ FIGURE 3 I ' 0 . . O 1 ~ 2 n. O U 3 0 00 APPLIED PRESSURE (ksf ) 0 1 z O ~ w 2 a ~ O 3 U 4 0 0 100 APPLIED PRESSURE (ksf ) ~~ 107 01 33 f'1 SWELL-CONSOLIDATION TEST RESULTS FIGURE 4 HEPWORTH-PAWLAK GEOTECHNICAL Moisture Content = 11.3 percent Dry Density = 111 pcf Sample of: Silty Sand with Gravel From: Boring 1 at 5 Feet Compression upon wetting .1 1. 0 1 0 1 Moisture Content = 11.2 percent Dry Density = 109 pcf Sample of: Sandy Silty Clay From: Boring 2 at 5 Feet Compression upon wetting .1 1. 0 1 I TIME READINGS I U.S. STANDARD SERIES CLEAR SOUARE OPENINGS 24 HR. 7 HR 45 MIN. 15 MIN. 60MIN. 19MIN. 4MIN. 1MIN. 1200 •1pp M50 N30 Mi6 ra re am. ou. ,,,.~ ,,, , U 2f O qC W Z ~ ~ z w U W ~ a 70 ao so iao _ ___ I .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 12.5 19.0 37.5 782 1271 ~ 203 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SANG ~~ _ FIFE MEDIUM CCWRSE FINE COARSE ~~ Gravel 33 % Sand 36 ~° Silt and Clay 31 Liquid Limit % Plasticity Index Sample of: Silty Sand and Gravel From: Boring 2 at 15 Feet 100 90 80 70 60 ~ Z Q ~ a z w U a a a b 0 107 0133 I ~~~~''~ I GRADATION TEST RESULTS ~ FIGURE 5 M M ~- O O r O ' Z O 1 1 Z J ' _V ~ ~ Z ~ = W W } ~~ ,,w^ o V t"' Q d ' ~ Q J O ° i QF„J a ,~ ~ O } ~ ~ ' W _ ~ N > N ~ N ~ ~ ~ c~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ 3 3 U U ~ ~ ~ ~ ~ '~ •~ ~ ~ >, ~, ~' ~ ~ ~ ~ C/1 C/~ C% C% _ C/) W O W~2 LL N C~ LL Z w ~ a ~a~ joy U _U H ~ W Q~ o f z J a c ~ w W ~~ Q ~ J F" U' V ~ N ~ w '-' W Q Z ~ M as 0 Z Q M O to Q D ~ w C7 ~ a M (7 J Q Z 0 ,,,~ W H ~~H o ~,? ~ ~ N ~ H N Z 2 ~ V .~-i pp ~ N ~ p0 Q a ~ W ~ ~ N ~ ~ --+ U ~ O J W J (~ a ~ z . O Z "'~ N m Hep~rorth-Fa~~-1ak Geotechmcal, Irn. 5~~~ Count~~ Road 154 ~_ ~~ ~_+_ ~,~~~ Glern~~ood Spring. Colorado 81601 ~~ ~-~~~ j Prone: y7v-y~+?-7~b~~± HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 email: hpgeo~hpg?otech.com June 20, 2007 Brian Gille ox 5821 t Vail, Colorado 81658 ~ Job No. 107 0133 Subject: Observation of Excavation, Residence, Lot 12, Block C, Vail Das Schone, 2498 Arosa Drive, Vail, Colorado Dear Brian: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on June l4 and 19, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a repol i dated April 20, 2007, Job No. 107 0133. The proposed construction is similar to that discussed in our previous report. Spread footings designed using an allowable soil bearing pressure of 1,500 psf was recommended for foundation support. On June 14, the excavation was underway and about half complete. At the time of our June 19 site visit; the foundation excavation was essentially complete and had been cut in several levels from about 2'/z to 8 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of silty clayey sand with gravel in the shallow cut areas and silty sandy gravel with cobbles in the deeper cut areas. In the south-central portion of the excavation, below the proposed floor slab area, there was about 2 to 3 feet of fill and topsoil over the sand and gravel soils that we recommended be removed. No free water was encountered in the excavation and the soils were generally moist. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of ] ,500 psf. All fill, topsoil and loose disturbed soils should be removed in the footing areas to expose the undisturbed natural soils. Other recommendations presented in our previous report which are applicable should also be observed. The 1ecommendations submitted in this letter are based otl our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk Parker 303-441-7119 ~ C;~l~,r;~~a~, St,t-~n~~~ 719-633-556? ~ Sil~~erthorne 970-468-1949 Brian Gillette June 20, 2007 r age 2 of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.~. ~ / ~ :: 32-2i6 ;t Gec~itech 01/142008 12:59 9705243001 INSULVAIL PAGE 02/04 `~ Bu~~ders Statement C~~ 1, i-~.9GI, I ~4" 1~.1 / / ..... ~ ~~ ~ ~~TM V oa ~ 1. C. to . I`iber Gass Insulation used in tale Bklr~r-In-Biainket~ System The oPTIMA System hao been installed using OPTIMA Insulatron to provide a R-value of R~~ using 1~._ bags of insulation to cover ~~Op square fee# of area at a thickness af,~q~ ,,, inches, ~x~~~l~- z~ q ~g_ ~ ~~~* Installer ContrArtrx (si ~~ ~~ / Date / i Bultdcr (si ) ColTtpa Name - , L,, C y /Date / f I l~ THERMAL PERFf3RMANCE OPI7MAT"' hose Fill Insulation is manufactured for closed cavity application installed behind OPTIMA Fabric or equivalent. It should not be used for open blow applications. In aocorclance with the charts belt7uv, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R~value%avity thickness listed. CoveraSe is based on a nominal 28 lb. bag. The maximum net coverage must not exceed that specified for each R-value. failure to install the required minimum weight per sq. ft. of insulation will result in a reduced R-value. This product should not be mixed with ether blown insulations or the thermal claims will ber_ome invalid. Sidewaiis, Cathedral Ceilinss and other closed cavities that are tomlpreasion filled. rt,Tdc„tws InClta R-w+lua IJl~rslty Ib~~. PM [u. FL Mininnwn wo Lfis. Per Sq. A Per 1.D~Sq. f1. Maxkmtm ss, Fr. C.everaRe Pn Bq" 1 ~h" (2x41 t 5 1.6 0.525 1$.9 S3 5'M' (2x6) 23 1.8 0,825 24,4 34 7tJ, (]x8 3<) t.$ 1.088 38,5 26 9'M" 2x1n 39 1.e 1.388 So,o za 11'J." f2x12) 47 1.8 ~ 1.h88 58,8 i l 13'/"" [2x14} 6 1.8 1,988 71.4 14 FMot'ed Attics-~-Closed Cavities that sire nut carnarlaesion tilled. ' Thidme~ lattice R-~4hta Oet~ty Lb1. Per Cu. ft. MMimum yy~ Lbs, Pq Sq, l~. 11ag~ Per t,tNta Sq. Ft. Atxximum Sq. Pt. Coverage Per tray 34a" 7,x4 12 7.0 0.292 10,4 9b 3'g" {2x41 13 1,2 0350 1x,5 BO 3~h" x4 14 1.4 0.408 T4.5 69 3~h" {2x4) 14 1.(, 0.467 16.7 50 5'h' 2x6) 19 1,0 0.458 TA.4 61 St/r" (2x6) Zl 1.2 0.550 14,G .51 5"h" (2x6) 22 1.4 0.642 22.7 44 5"h" {2x6) 27, 1.6 0.7:3,9 26.3 38 T/~" 2x$ 2Fi 1.0 0.604 21.7 46 7'/"" {2x8} 27 1.2 0,725 25.7 34 7y~" 2xa 29 1.4 0.846 30.3 33 7Y"' (2x8} 30 l.ti 0.967 3A.5 29 9~/.• T7x10 37 1.0 0.77t 27,8 36 9T/."(2x10) 35 1,2 0.925 33.3 30 97"• axtn 36 1,A 1.079 38,5 zn g4, (7xtn) 3R 1.F i'233 43.5 23 R-valuC~ arC dC(Cmtlntld in aCCa'd~txx wkh ,~5'I'M C t;R>. Cnmplkr., wllh /15TH C 7bt ae '-ype 1 In.9ulatkm. "R" means mslaance ro heat slow. The higher tflo Rwibtr„ the greater rho Irteulating aowtxTO {{tn thu marked R-vnlue, h h MlOntlat Ihne ehn to"ulseion i~ inawlled pvo~tarly rollmvtn8 the recantrwmelatkm" of Ccnatn'rcedG,rporaHon. APPROVED FOR USE IN7HE 131,OW-lN-BLANKE7'r'SXSTEM Blaw•In-Blanket" System IS a registered trademark of Ark-Seal Intematlonal, Inc.r Denver CO 80223 • OPTIMA` is a trademark of CerlafnTmi Gorporalion CERTAIN7EED COR1'ORATIONr P.O. BOX 860, VALLEY FORCE" PA 19482 Cade: 70.24.21 A 11189 Cnrtalneed {rorpfJtHtltlrl 5/96 0111412008 12:59 9705243001 INSULVAIL PAGE 03/04 c~a~ae v BI.r1~~~~'S ~~t~M'Y1~t ~ ~~ d I*ilaer Glass Insulation used in the BIow~In-Blankets S~rstem The OPTIMA System has been installed Iteing OPTIMA Insulation mprovide a R-value of R z3 . using ~~ bags of insulation to coverZ'?~,~quare feet of area at a thiclcrless ofd inches. Ccrnkractor ~~~ ~f / lames / 1 ~ td I.O $ Bulldcr fslgn) Company Name Cruet S ~ 1`";T~C LLC' . /'.r.,.aST'~ /Date / 1 Tlit:RMAL PERFORMANCE OPTIMArM tcrose Fill Insulation is manufactured for dosed cavity application installed behind OPTIMA Fabric or equivalent. It should not be used for open blow applications. In a~ordance with the charts belt~l+v, you must install the minimum number of bad per 1,o0t) sq. ft. of net an:a for each R-value/cavity thickne~ listed. Coverage i5 haled on a nomina128 Ib. bag. The maximum nei coverage must not exceed that specified far each R-value. Failure to install the required minimum weight per Kq. ft. of insulation will ttesuh in a redut:ed R-value. This product should not be mixed with other blown insulations or the thermal claims will become invalid. Sidewalk, Cathedral Cei~ing8 and other closed cavities that are compressiotl ~Illed. 1Chitktlds lndre~ R-yahm Denelty ~. Per Cu, Ft. Mihirmmt We Llts. Per Sq. ~ q~s Pv 1,OOa Sq. Ft. trtrnrimum Bq. Ft. Gtrverage IMr BaR` 3lh"{2x4) t5 1.R 0.525 7B,9 53 5'h"(2x6) 23 1.8 0,825 29.4 34 7l/," (2x8) 30 1.8 1.080 J8.5 26 9'ti' 'x10 34 1.8 1.3tS6 50.0 20 11 y,~' {2x12) 47 1.8 1.G9B $A,R 17 13'!~`(tx14) S(i 1.8 1386 71,4 1q Floored Attics-Closed Cavities that aze not campre93ion fiilled. ?hielrncsa Inches R-vahre Derellr Lire. Per Cu. FL Rlilirrrurh Wc' Lbs, Per Sq, ~ Per 1, O~Sq, Ft AAaximlrm Sq. FL Cover~;e Per 1!~ 34~" x4 12 1.0 0.292 10.4 96 3'h"(2x41 t3 1.2 0,350 12,5 00 3lh` 1x4 i4 1,4 0.408 94.5 fiQ 3'h' (2x4) 14 1.b 0,4$7 16,7 GO 5'h' 2x6 19 t.o O.4S8 16,4 6t S'h' (2x6) 21 1.2 0,550 19.6 51 5'/," 2x61 27. 7.4 0.542 22.7 44 5'h" (2x6) 22 1.fi 0.733 Z6,1 38 7'A"(2x6) 2G 1,0 0.60q 27,7 46 7'/: (2x6) 27 1.2 0.725 25.7 39 74; .2x6 R9 1.4 D_846 30.3 33 7'/; (2xR) 30 1.6 0.467 ;14.5 29 9'/," (2x10} 33 1.0 0.771 27.6 3F 9Y~" (2x10) aS 1.2 0.925 33.3 30 9'k" X10 3G 1.4 1.079 38.5 26 9'i,"(2xtn} 38 1.6 1'.833 43.5 23 Rwalues are determined In accordance with ASRvI C b87, GompUeF with ASTM C 7ri4 ar, Typr. 7 inqulation. "R" means reaislance to 1tea1 flow. The hl~ItR Its: Rwat<la, lilt Prattlr the 1~41.xIr1B (x+wcr.7b Bet the marked R-value, n le nsentl~Yl thnY the ~~M~.IM~I~~n ~! +naallgrl ~m~ w."IY fr)Ilnw~~ thr rr~.~mmrnrlatlnnR eff Crtiln red Caeporati~n. APPROVED FOR USE tN tHE BLOW-tN-BLANICI?T°1SYSTEM Blow•In-Blanket' Syelem Is n registered trademark of Ark-Seal Intematlonal, Irx:,, Denver CO 80223 •OPTIMA" is a tradcrnark of CcrtainTCOd Corpnmtiat CERTAINTEED CORPORATION, P.O. BOX 860, VALLEY FORGE, PA 19482 Cndc: 90-74-ai a 1999 Carlaingeuf Ctxporatlon 5199 ,01/14412008 12:59 9705243001 INSULVAIL PAGE 04/04 ~ ? ~ ~ ~ X 1 i~1~-/1 ~ 1 ~/~./a I ~ ~ ~ ~ ~ B~~~[J~~ Statem~t z.~~~ f~IZ.o~ ~ I ~.ts~ ~ ~~~rs:~t~~^.~rr~.^r+~rrlsta.i+.~~~..~.+„^..r~.~.r~~r..~~ ~~~l~~Ti1A V0" i L. Co. Fiber Glass Insulation used In the Blow-ln-~lanket~ System The OVr[1M/l ihas bey i~utalled aeiag OP'l'1MA lnadatlon fo provide a R"value of R.'? ~ o~nS '~O ~a~r of lrlsulation to ca+vet~se., square feet of area at a thiclenc~ee of~4 ~t ionshes. Frutaller NAme DOtt1 s~;It~~ (sign) Company Name (e ~ I1 ~~"i "~. L.1_ G. Coate i . / ~+e / 1 , _~o4r THERMAL PERFORMAINCE ~/ ~~ OPTIMA~'^ Loose Fi[! Insulation i9 manufactun~cl far closed calriry application installed behind OPTIMA Fabric t>r equivalent. k should not 6e used for open blow applications. M aceardance with the charts below, you mutt install the minimum number of bags per 1,400 sq. ft. of net area for sotto R-value/cavity thickness listed. CovErage is based an a nominal zs Ib. bag. The maximum r)let ~ must not exceed that specified for each R-value. Failure to install the required minimum weight per sq. ft. of insulatican wi11 rlesl,lit in a reduced R-value. This product shcx,ld not be mixed with atteer blown insulations or the thermal claims will become irnalid. Sldewatls, Cat`hedr'al Ceiiiinas and o»tl~r das~l cavities that ara corrlnression filled krclte~ A-value tbi. p t~~, fi. ~ sq. R. 1A~ ~ PI. Cwe~r~ P'c* BraR' ;i'h" (2x4) ] 5 1.8 O.S2S 1 D.9 S3 S'h" i2x6) R3 1,8 P.t125 2$:4 34 7Y~' 2x8 .10 i.E 1.OBQ 30.5 26 x10 3 1.8 1.388 50.0 2n i1v,"(2x12) 47 1.8 ~ ).6ag sa,fl n 13'/x" fzx14) 56 1.8 1.9a9 71.4 14 Elaored AtRics-~Clased Cavities tl~t are not camore~ian filled. I~ R.vahte Ltr.. Fl. ~ ~ S~. i~. t,001i S¢ D. Mr w~" 3'!a" x4 12 1.0 0.29 10.4 96 3'h" (2X4) 15 1.2 0.3SU 1R,5 BO a'n' zx 14 1.4 o.4QA 1 a.5 6B 3 h," 12x4) i 4 1.6 0.467 16.7 60 5'h" 2x6 19 1A D.4SB 16.4 F1 S'h' f2x6) 21 1.~ O.SSl1 19.6 St 51h" (R x6) 22 1.A 0.642 22.7 44 5'h" 12x6) 22 1.6 0.733 26.3 38 7~/," x8 26 1.0 0.604 27,7 4r. 7"1+" (2x8) 27 1.2 0.725 x5.7 33 7'/; 2x8 29 1.4 O.a4b 3 3 33 7'M' (Rxfl) 30 1.6 0.967 34.5 29 4~A" (2x10) 33 1.0 0.771 27.8 36 9V." 11x1 A) 35 1.2 0.925 33.3 30 9'h" 2x}0 36 1.A 9.079 $t] S 26 9'd" (2x10) :l8 1.6 1'.233 43.5 23 R-wilm are determined In rtecotdnnce wdh A'STiwt C 687, Cnnlpllee with ASTM G 764 as 11'Pe i InsulatlMt. "R" meam reslltana: to htlld {low 'lira Itf~ter the Rrvakl4, the 6'tCatef Rle U>+u{aring pawar, 7hlQFl tl,e mit'ked R-vAlue~ h 16 e,55enflrtl drat d+e ImwIMIfPn M ~Ilad Properly falla...ln8 tha rmomm~elnn^~fCalilnieedtYl~+waNnn. APPROVED iF~lt USE IN THE BROW It1l.BUWKI:I"'SYSTEM elow•In•dlanket' System k a registcrrd rrneiemark of Ads-Seal Intemadenal, Ins„ berlrer CO 8027.3 • [Jf T1nM" h a lreclonw~rk nl Cerraln'Ia9ed Cor~mtbn CERTAINTEED CORt~ORAT14Nt P.O. QOX 060, VAI.I,~II FORGFN PA 99482 cane: an.a4~sta 1988 Cehalrltx+Id Ctuporallon 6188 Colorado Environmental Specialists Dba.Professional Environmental Services LLC Vail 970-949-9911 Corporate Office 614 Founders Avenue, Eagle, Colorado P.O. Box 5110, Eagle, Colorado 81631 Phone (970) 328-3730 Fax (970) 328-3731 Mike Dowling: (970) 471-5921 Cell May 16, 2007 Gillette Construction LLC Attn: Brian Gillette Re: Asbestos Clearance at 2498 Arosa Drive, Vail, Colorado Dear Brian, This is to confirm that the asbestos abatement project at 2498 Arosa Drive, Vail, Colorado has been completed successfully with all of asbestos containing material removed. Cleazance sampling was performed by Proairco Inc, and clearance was given and report is attached. Sincerely, ike Dow in g FR~1 :S M SING FAX N0. :30345982;4 May, 16 200T 03:14AM Pi Proairco, Inc. P.O. 80x 179 WHEAT 4iDGE. CO 800!4.0170 (303) 458.0264 May 16, 2t~? To: Professional 1:nvironmeatal Services Attn: Mdse Dowlityg P.O. Bvx 1022 Avon, CO 81620 Re: Final air monitoring in two removal areas of'a tri-plea house_ Address: 2498 Arosa Drive Vail, CO Monitoring: Per instructions by Mr. Dowling, on 5-13-07 $n~ infection and air monitvtir~ was done in the top floor removal area and the bottrnn floor storage tnom removal area ofthe house. The air c`aesettes were subsuittai o~ oar PA? cra~tified laboratory for at~lysis of $ber in air. All rraults wem in compiiaacc with the AHERA requirement >c+equirement of "less than 0.01$bers per cc of a if for the air in an occ~ied space. Submitted by: B-~' Jobn Taylor, Asbestos Inspector ..r FRpM :S M Si~'ING FAX Imo. :3034590254 May. 16 2007 03:14AM P2 Proaixco, Inc. ~ 1«a~ons: FSi307I N. side of room, at doorway, 6' up. FSI307Z E_ side ofroom, catoa~ , 4' up, FSI3073 W, aide ofroom, point, i-' up. FS 13074 Cetrter of room, 3' up. F513075 S. side of tnom, at doorway, 6' up. 1 F5I3476 N.E. cornet room, N.E. , S' up. F513077 S.1? crnncr room, cemor point, 3' up. F5130?8 E. side living roam, S. side, at wi,udaw, 6' up. F513079 E. side living room, at kitct:ea c~otmt<r, 3' up, FSI30710 W. kitchen, at stove unit, 3' uk,, F5130711 S.W. corner mom, S.W. comer, 5' up. F5130712 N.W. corner room, tx+ater pain, 3' up. Ssatpk aaa~sb results: FS 13071 0.004 floc of air FS130?2 0.004 fl'cc of air BS 13073 .0.004 floc of air F513074 0.005 floc of air F513075 0.004 flcc of air FS 13078 0.047 flcx of air F513077 0.005 flcc of air FSI30?8 0.006 flx ofair FS 13079 0.004 t7cc of air Fi 130710 0.006 flcc of air FS 130711 O.OOS fl'cc of air F5130712 0.007 floc of air Note: Samples giving results of "Ices tl,aaa 0.004 fl'cc of air are s~eported as 0.004 flcc. AnaIyais pe~foormed hY John Taylor, Air Mo~nctoriag Specialist JUL 27 2007 8:14RM HP LRSERJET 3200 ~~ ~ CONSULT,4NTS, INC. (970) 948-9391 P.O. B ~x 4572 FAX J49-1577 Vail, C~~loredo B1 65B RECORD 7'O: Brian Gillette Gillette LLC P.O. Box 5821 Vail, C0 81658 DATE: 7!26/2007 JOB NUMBER 0703-05 PROJlFCT: 2498 Arosa Drive ^ Rf7 ^ MEETING NOTES ^ RESPONSE ®C[.AR/Fi~4TlON/CHANGE p.2 We were noted by the builder of the need to change the bolted connection in detail 61S7. This detail shows that the ridge beam consists of (1)-8x10 member and {2}-8x8 members stacked. These members are tied b~gethe~r with (2}-3/4" diameter thru-bolts at 16" o.c. It was requested to replace these thru-bolts with lag screws. After reviewing this detail, it was found that 314" diameter lag screws may be used to replace the thru-bolts if the followir~g conditions are met: 1. The tag screws may not be countersunk further than 3 1/2" from the top of the top member (8x10} so that the minimum penetration of the top member is 6". 2. The lag screws must have a minimum 6" penetration into the bottom member (8x8} of the ridge beam. If the previous conditions are met, (2)-314" diameter lag screws at 16" o.c. may be used to replace the thru-bolts origins ly called out in detail 6/S7. The lac,! screw connection may also be used in the timber purlins (see detail 7IS7). Please call with any questions. SIGNED: COPY TO: . Andria L. Schmid F7~-jI ~ Tim D. ~u~ z s zoo? JUL 20 2007 8:35RM HP LRSERJET 3200 p.2 KI~M~ONSULTANTS, INC. (970] 549-93J1 P.O. E;ox 4572 FAX 649-1 577 Veil, Coioredo 91658 RECORD TO: Brian Gillette Gillette LLC P.O. Box 5821 Vail, CO 81658 DATE: 7/20/2007 JOB NUMBER: 0703-05 PROJECT 2498 Arosa Drive ^ RI~/ ^ iYEETING NOTES ^ RESPONSE ®CLAR/FICATIOWCHANGE We were notified of the need to replace aH (3)-2x10 window header with a smaller depth. After reviewing the windour headers, it appears that (3r2x8's will be suffident th carry the design loads. All (3}-2x10 headers originally called out may be replaced with (3~Zx8's. Please call with any questions. S1GNE~D: ,,pp ~CIdd~J eL.. ~~~~~~ Andria L. Schmid REVIEWED: Tim D. Hennum, PE 0 R 94167 ., ., J1lL 2 Q 2007 COPY TO: JUL 31 2007 4:05PM HP LRSERJET 3200 KF~ ~ CONSULTANTS, INC. P.O. B ~x 4572 Vell, C~~laredo B 1 65B (97C) 949-9391 FAX 949-1577 TO: Brian Gillette Gillette LLC P.O. Box 5821 Vail, CO 81 fi58 DATE: 7!3112007 PROJECT: 2498 Arosa Drive ^ RI=J ^ MEETING NOTES ~~o~~ D ~n ~~i; 0 3 2007 TOWN OF VAIL JOB NUAdBER: 0703-05 ^ RESPONSE ®CLARIFICAT/ON/CHANGE We were notified of the need to replace the top-flange hanger (noted "G") that connects the (3}-1 314 x 11 7!8 LVL bESam to the W 10 x 22 steel beam on the south side of the upper floor framing plan with aface-mount hanger. After reviewing this connection, it was found that this hanger may be replaced with a Simpson HUfi14 face-mount hanger as long as the following occurs: 1. The maximum nailing of (24}16d nails into the header and (12}-16d nails into the joist is used. 2. The web of the W 10x22 is packed with (4}3!4" diameter thru-bolts, with two bolts on each side of the connecting LVL beam. p.2 Please call with any questions. SIQNE;D: ~ ~..~~ Andria L. Schmid REVIEYVED: Tim D. Hennum, PE ~~°,~ 1 COPYTO: v~ RUG 03 2007 10:20RM HP LRSERJET 3200 p.2 ~~ ~ CONSULTANTS, INC. (970) 949-939'1 P.O. Box 4572 FAX 949-1577 Veil, C~~larado 81656 D ~iJU J 3 T~i~~ Brian Gillette Gillette LLC P.O. Box 5821 TOWN OF VAIL veil, co 81658 DATE: 8!3/2007 RECORD ,108 NI:IAi18ER: 07Q3-05 PROJECT: 2498 Arose Drive ^ R1=! ^ MEETING NOTES ^ RESPONSE ®CLARIF/CATlON/CHANGE We were notified of the need to notch the top comers of the two (3)-1 314 x 11 718 LVL window headers at their bearinll locations. These headers are located above the east and west dormer windows on the roof framing plan. After reviewing these bearing locations, it was found that the window headers may be notched to a minimum depth of 9" (measun~d at the inside edge of (2)-2x8 post). Please call with any questions. SIGNED: .~da~~ -~rl;. .: Andria L. Schmid RE1/IE WED: Tim D, Hennurn, PE" ~ ~~~ " au~ ~ COPY TO: ~~~~~ ~ • ~~~~ IY frufYrrlYM. ~111w~s ~~~ `-~-~a~ -~ p ~ ~ ~ _. __ C~ c~.~ ~ ~~si ~i~~ ~lStuNl,l ~Fo~ ~~-~S~l ~IA~-fc.A~.~ Tot~rln of Vail OFFI~~ ~aPY 1'?c~st t")ffi~:e E3c~x ?~x'~3 ~`s~il, ~'«lc~raclc~ ~ l ti5i5 ~~o-~~~-~l}itQ ~c:ts~r ?S, ~~~J7 '1'c~ ~i-~c~n7 it snay ~naeern; This letter is tc~ ct~~~.(irttt that the rcx~f system #~~ i;tujjed ~t ~a~i~8 ~rv~ I}rime ire Veil, ~`c~loa~ic~ is a non vented c~;tltcc~r~1 rt?~~finst~lLleti ~~°it (;~~t.ia~~ i3t~~}~t-rn-F~la~~4ct ~}~~:ica with the ~fernbriin Smart Va~r Retarder, Thexoof f`ramin~; is ~ }~" T3~'4 vuhieh alttsw~ tc~r ~r,1Z-`~~. 1'lais system is ti7~re hilly described in the series t~f' ~~'l.;?i=i c;c~m~uter :~~alysts clat~d 1 ~%1li~5 anti s~rmm~ri~ed in the letter tiatGxd April l S, ~?Q~~ by Richard S'. 13unc~~, 4cier~ce> 7'ez:lts;~~la~r~ T}~~~~rtn~er~t, Ceri<~ir~"Tecd C~t7rfxar~itia~~ Iasulatian Uroup, attai,t~~;d, ~~k ~~'~~ ppPROVED ~ssist~nt lr3r~ Uh Mana~Gr Community DevetopmentDep~'+~ . ` Building Safety end I~Pe~On Sernce~ TOWN OF VA1L l~S, ,~ Section etlonel RealdenNal I rmit. The issuance or granting of a permit shah Code Validity of pe ~~ fort ~ an approval ot; any violation o! not be construed to be a pe eny of the provisions of this code or of any other ordinance of the junsd~etion. Permits presuming to ive authority to valate a cancel the provisions of this code or otmhei~ b~ied orn co shtruetwn documents ands valid. The issuance of a pe other data shall 'not prevent the building officialn~ n~ ~he~ data. TIN correction of errors in construction d ent o upancy or use of a , building official is al au orized or of y other ordinances d structure where in do ~ ~ ~ ~G ~7 ;iris jurisdiction. PLANS EXAMIN . _~. _ _.- .. _. t F -. ~.. .. jES1.l dk,'.~. ESL}~ ~. ~ ~)'',' { L~il~~: }fie, ~:'~ ~~)~1?? t .Jt.~,;: t~li,3,€[~{ =a''liTRy i`~~'iL:i'r' ~ti ~5~~~~~' k3f~zla,'5~~ ~i3T 1'~, ., A'~'i- si.~'1~LVC~ tl?~. 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S - ~w~ ~-a~i -~.'. ~ ~ M,~ ~:~ ~ .-.. r.-n ~:,~~., ._......--~._.... ...._..._.. y .. ~ __ s.~ ..-.. ._.. r ~.v ~ .~ L~ ~ U.C=. __- ---- --- ~ _.... _ ; ~i ,, , ,~ ' 1 ~. ~„+~s~' ,`,',". .~ r-z-.-ISM ...s,1.~:~ ~i1~.'~~S ;. `.'~.'... /.`..r.°'<~ ~ - .~ ~ ~r ~~i.v~r~.~ ~ ~-'~1~`£ ~ i ,J} __. t ~ 1 .. ..~ :.. ~U~'-~ ~ ~ ~ .'r _ ~?a •:-~ ~ ^n {; ~~ _ .. ~ 1 - ;:,,..-.~. ..~~ ~ _~_. .. ,......._.-e...__~......... -.. ._..~...~._.........._. .. _..~ M pp~~ nn yy+. ~E~ ~a~~ ~ ~ ~ ~. 2 ,9 ' _~____4 ~~ ._~_ .. . ,,_.~~ ~~ ~,-,~ 'i i ~ r°~ :~ t t~, ~~ ,~ u ~,-~ ~ ~ (~ ~.-_ - __... ~~3. {~ i-~8% E I I t j i2j -!. t, ~. _i~ ..~ it i 'k1 L1 u' n r ~~ Page 1 of 1 Charlie Davis - 07.10.25 2498 Arosa Drive -Unvented Roof Engineering Report ~_ From: To: Date: subject: CC: Attachments: Charlie, "Brian Gillette" 11 / 14/2007 5 :42 AM 07.10.25 2498 Arosa Drive -Unvented Roof Engineering Report Please find attached an engineering review of the unvented roof proposed at 2489 Arosa Drive per our conversation. The engineers at Certainteed conclude that the unvented construction is a proper application. We have used this system multiple times over the past ten years in Vail (including my own home) and believe it is far superior to a vented roof. The performance is evident in the homes constructed at Innsbruck Meadows. Of the (12) homes constructed, the (1) home constructed with the proposed unvented roof system is the only one that does not suffer from ice damming. The other homes were constructed with vented roofs per the building code. The majority of the vented roofs have failed (leaked) due to the ice damming. Unvented roof systems that achieve an R value of 56 or greater are the only appropriate roof system for this climate. Your consideration is appreciated. Brian Gillette GILLETTE t.t.c Post Office Box 5821 Vail, Colorado 81658 970.390.7981 v 425.740.1440 f www.gillettellc.com file://C:\Documents and Settings\CDavis\Local Settings\Temp\XPgrpwise\473A8AC9V... 11/20/2007 ETC Laboratories U-FACTOR SIMULATION REPORT Rendered To VOKNA Windows & Doors 331 Metcalf Rd, Unit 2B/8C Avon, CO 81620 Product Simulated Inswing Casement Product Descriation ETC Laboratories Corporate Offices /Laboratories 297 Buell Road Rochester, NY 14624 (585)328-7668 Fax: (585) 328-7777 Simulation Date: 6/28/2006 Report Date: 6/29/2006 Product Size (NFRC Standard Size): 23.62"x59.06" (600mm x 1500 mm) Frame/Sash Material: Wood (Refer attached drawing for material details) Operation: Inswing Overall IGU thiclrness: 1.181 in (30mm) Center of glazing U-factor: 0.29 Btu/hr-ftZ-F (1.64 W/mZK) -See assumption 1 IGU Spacer: PVC Spacer with primary and secondary silicone sealant Simulation Software Used Window 5.2 THERM 5.2 Summary of Results Overall Product U-factor: 0.28 Btu/hr-ftZ-F (1.56 W/mZK) Simulation Assumutions 1 • The center-of-glazing U-factor (1.40 W/mZK), based on the following boundary conditions, was provided by Vokna Windows and Doors. Temperature: 20°C Inside, 0°C outside Heat Transfer Coefficients: 8 W/mZK Inside, 23 W/mZK outside 2• The center-of-glazing U-factor used in this simulation (1.64 W/mZK) was obtained by simulating an equivalent two pane glazing system with the NFRC winter boundary conditions. The equivalent glazing system gives 1.40 W/mZK U-factor when simulated with the boundary conditions specified in assumption 1. ~~~ ~'~ Gurjinde ingh Simulation Engineer ETC Laboratories, Inc. 3 v<Q( ~ O~ ~ Q ~~ ~ ~ ~ s~ ~ ~ -° o ~ _n 3mN o ri ~ ~ Z ~~ ~ S `~ O o h n 3 ~ to n Q" '~ ~ Q,, A O 3 ~ N p 3 ~ N TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81.657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ASBESTOS Permit #: ASB07-0013 I ~,C; 7 - ~ (~L~ Job Address: 2489 AROSA DR VAIL Status ...: ISSUED Location.......: 2489 AROSA DR. Applied ..: 04/25/2007 Parcel No....: 210314108003 Issued ...: 05/03/2007 Legal Description: - U O 2~ Expires ...: 10/30/2007 Project No .: ?? ~ ~ j p 7 OWNER GILLETTE, BRIAN E. & TRACY M04/25/2007 Phone: 970-390-7981 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT COLORADO ENVIRONMENTAL SPECI04/25/2007 Phone: 390-4889 PO BOX 5110 EAGLE CO 81631 License: 700-5 CONTRACTOR COLORADO ENVIRONMENTAL SPECI04/25/2007 Phone: 390-4889 PO BOX 5110 EAGLE CO 81631 License: 700-5 Desciption: REMOVAL OF PPOPCORN CEILING PLUS 200SF OF DRYWALLFOR A NEW SINGLE FAMILY RESIDENCE Occupancy: Type Construction: Type Occupancy: ?? Valuation: $13, 800.00 Add Sq Ft: 0 Fireplace Information: Restricted: N of Gas Appliances: 0 b of Gas Logs: 0 N of Wood Pellet: 0 ******************************************************************** FEE SUMMARY ***~******~***~*~****~*******x***~****~********************* Building------> $58.00 Total Calculated Fees--> $116.00 Plan Check---> $58.00 Additional Fees----------> $0.00 Investigation-> $0.00 Total Permit Fee---------> $116.00 Payments-------------------> $116.00 TOTAL FEES-------------> $116. oo BALANCE DUE---------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 05/03/2007 DRhoades Action: APPR See page 2 of this Document for any conditions that may apply to this permit. 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 Residentail Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE FORTY-EIGHT HOURS IN ADVANCE B PHONE AT 970-479-2135 OR 970-479-2252 SI NATURE OF OWNER OR CONT CTOR FOR HIMSELF AND OWNEF PAGE 2 CONDITIONS OF APPROVAL Permit ~: ASB07-0013 as of OS-03-2007 Status: ISSUED Permit Type: ASBESTOS Applicant: COLORADO ENVIRONMENTAL SPECIALISTS,INC 05/03/2007 390-4889 Job Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Parcel No: 210314108003 Description: REMOVAL OF PPOPCORN CEILING PLUS 200SF OF DRYWALLFOR A NEW SINGLE FAMILY RESIDENCE Conditions: 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: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Applied: 04/25/2007 Issued: To Expire: 10/30/2007 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: 8070000609 Amount: $116.00 05/03/200702:42 PM Payment Method: Check Init: DDG Notation: Cemark Inc ~ ~~~ ----------------------------------------------------------------- Permit No: ASB07-0013 Type: ASBESTOS Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $116.00 This Payment: $116.00 Total ALL Pmts: $116.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts ---------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 58.00 PF 00100003112300 PLAN CHECK FEES 58.00 APPLI TION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI~~ ~~. ~Z Project #: • ~ ~ Building Permit #: _ _ Asbestos Permit #: ~IWNnFY~ TO1MN OF VAIL ASBESTOS ABATEMENT PERMIT APPLICATION Regiu~red per;Ordmance No..:19, Serves of 1998 75 S. Frontage Rd. Perntjit application wiH not be accepted without the following: Vail, Colorado 81657 1. Copies of General Abatement Certificate and State of Colorado Certification 2. A copy of written arrangements with the,faality .operators for any temporary disabling of the air handling systems, fire sprinkler- ystem, and alarm systems with the names and contact phone numbers of these individuals. 3. Site plan with details addressing: waste container storage location. waste load out area location. entry and exiting details of abatement area. details of entry and exiting plans for the dd `~ occu nts of the structure in unaffected areas. ~~n.~s-u•~.(.e Lsh-r...,~,~Q ~~~'/ ~1.CANTRA['TAR TN~AQMerrnw On Site Abatement Contractor: i Town of Vail-Reg: No.: Contact and Phone #'s: ~_ n- - ,~ ~ - r ~. E 7 -5 r'lt(,CC ~dw~u,iG ~7U-4~?/-,~f2/ E-Mail Address: /1//,~-,~L4G /~e t../ ~ ~ Wit, v,~.. ~o/ , U ~ f• Contractor Signature: COMPLETE VALUATION FOR ASBESTOS ABATEMENT PERMIT (Labor & Materials) Asbestos Abatement: $ ~ ,5 p0 ~'C CO/7~C~'Ea9/e CO(///1`V~4'D/+s. Of~'G1e at 97/1 -3~A Rfa/f nr vi~if ~.~.~.. e~.,~a_~,,,,,,~„ ,.,,.... ~... is_~_. - ---,--- -- -- ~ ~~~ -....-:v v. ~r~i.. rrrrrr,ca !c-C.C/UJ/C ,C.V/// /V/ ~'Oli,~7 7iS~ ~- , S t~. 1~~~.d1-~Ll~ 2l U3' ~ Yl-D ~~-Ob3 Job Name: .?-'>! i S /d- 2asw U 2 ivt ]ob Address: 2 `{ 9 ~ t~-r2as,a ~ c~ c [_ .Legal Description -Lot: S ~ Blo~clt: ~-~ ~jin 9~ Subdivision: Owners Name: ~ ~~ ~ ~. ~ ~~,-~ Address: 2 Phone: , ~~2l~cwNrcu-ti 3~D-~~~1 Project Manager: Address: Phone: Project Designer: Address: Phone: Air Monitoring Specialist:~~~~ Address:~o ~` g~~ Phone: c . ~ r~_~, Detailed description of work: Start Date: nd Date: 2 Start Time: ~ ~ Quit Time: ~ o-~ Amount of Asbestos: Linear Feet: Square Feet: / 0 55/Gal Drums: Work Class: New () Addition ( ) Remodel ( ) Repair ~ ) Demo ~ Other ( ) Work~ype•:` Irti'~rior'(" Exterior ( ) Both ( ) T of Bld .: Sin le-famil Two-famil Multi-famil Commercial Restaurant Other Dyes a Fire Alarm Exist: Yes (') No Does a Fire Sprinkler System Exist: Yes ( ) No ~ ~~~ t ~~ ***************************************FOR OFFICE USE ONLY*~ FiLacs /.7_s ~ - - -Q F:\cdev\FORMS\PERMITS\Fire\asbestos~erm_12-5-05.DOC Page 1 or i i OWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 'S S. FRONTAGE ROAD JAIL, CO 81657 -70-479-213 5 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 2489 AROSA DR VAIL Location.....: 2489 AROSA DR. Parcel No...: 210314108003 Project No ~~~-~-~ _ a~ ~ ~ >WNER GILLETTE, BRIAN E. & TRACY M11/13/2007 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT THUL ELECTRONIC SYSTEMS 11/13/2007 P 0 BOX 534 ~ AVON CO 81620 License: 112-5 CONTRACTOR THUL ELECTRONIC SYSTEMS 11/13/2007 P O BOX 534 AVON CO 81620 License: 11:2-5 Permit #: A07-0138 ~ b~ - d I~ ~( Status ...: ISSUED Applied ..: 11/13/2007 Issued . .: 12/03/2007 Expires . .: 05/31/2008 Phone: 970-390-7981 Phone: 970-949-4638 Phone: 970-949-4638 Desciption: NEW FIRE ALARM SYSTEM FOR A NEW SINGLE FAMILY RESIDENCE Valuation: $1,800.00 #######i####i#####################################################i FEE SUMMARY *#######**#*##*#########s#**k#######*#*#####*#k##s#k######## Electrical-------> $o . oo Total Calculated Fees--> $299.50 DRB Fee----> $0.00 Additional Fees --> $0.00 investigation---> $ o . 00 Total Permit Fee--> $299.50 Will Call----> $0.00 Payments-- > $299.50 TOTAL FEES-> $299.50 BALANCE DUE---> $d".00 ##########################################4###k##k####################i###########t########4#k###########k####################R#######R######### approvals: Ctem: 05600 FIRE DEPARTMENT 11/14/2007 JJR Action: DN Ceiling heights not provided for top floor 11/19/2007 JJR Action: AP :############################t########i#################################f##########k##############f################k###########4########f######## CONDITIONS OF APPROVAL :rt###################k#####i#######################################i##############i##################k##k##ik#########k######k#####k##ft#######k# DECLARATIONS hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, Ind state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Cown ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review Ipproved, International Building and Residential Codes and other ordinances of the Town applicable thereto. 2EQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 5:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ~`" ~. ... . . f . - . _. .. APPLICATION V49LL NOT BE ACCEPTED IF ING0141PLETE OR UNSIGN ~ ~ ~~ Project #: ~~ Building Permi #: Alarm Permit #: 970-479-2135 Inspections) A'~'Q~~~~ TOWN OF FAIL FIRE ALARM PERMIT APPLICATION Commercial ~ Residential Fire Alarm shop drawings are required at time of 75 S. I"`~~r±l,age iZd. application submittal and must include information listed on the Vail, Colorado ~'~ ~a7 '~ ~` 2"° page of.this form. Application will not be accepted without this ~1 t information. NTRAG O AT1 ;. i _3: 1 i;~ ~ ~. x ~~s;} A.dCIrLS3_ t--:--=---- ---- COMPLETE VALUATIONS FOR ALARM PERMIT (labor 8< Materials) Office at 970-328-8640 or visit ~ ~ 1 I~`li r } ~H ~ d i ~ ~ :~ f ~ ~~ ~~; ~; .•~. K~.. ~ r. ~ Job Narne: ~ t ~ l,t f ~ }~~ ~~ (7t Iv1G~ Job Address: ~ c~ $ ~,~.~ ~St~ ~ ~` , Legal Description Lot: i ~ Block: Filing: ~ Subdivision: r~_~------:_ _ _ r! ~~''p!~ Hers Narrre• s. ~~~~9a~:: ~~~ f(ff~ ,a:. Add es ~ , K~nlNic.KNN`c:KRD, `~, Cz,, ~'/~5 '` -- _ --=~Lt?~' ~~-~M-~R.. ~. ~ Si'. ~c.~ ~ ~fSC ~ Phory~`7C~ ~C ~!- ~ ~ ~ ,2-~ i ?.~ ;s::r.~o t_ac~tron of work: (1.e., floor, unit #, bldg. #) Cs gCy~ 3 "; ~ c.~-~c ~S fkR~~A .~2. ~' ~ 7 at~;Rnd d2scriptron of work: =i -~ , J f ~~ -- - ~ ~~` ,~,r,.u--vv~ S Sl S ~ /Lt ~D k-. t~ ~ l~? ~-u~ l~ c/ ~ ~. ~~-r~-<.sL~~ `~•~'~-~ - -' , '~~ ~';c:: l~'°~~~ ;) ~~ddition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) 'k~ + : ~ E,~oci : Single-family ( Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) ?~:f.~. cif r ; i-;sir+g Dvve4ing anits ih this building: ~¢~ No. of Accommodation units in this building: ~~ ?~i: ~~ ,~ a r=irT~ Alarm Exist: Yes ( ) No (x) Does a Fire Sprinkler System Exist: Yes ( ) No :-.~-~ :-,:~:~:~~:x~ksx~~fx*£~~~*~~~~f~~~t~f~~~FOR QFFlCE USE pirJLY~~~~~~~~~~~~~~~~~~~~-~~~~~~~~~~~~~~~~ Other Fees: Date -Received: Public Wa Permit Fee: Acre ted B : c l.. Occupancy Group: . ~V •,,'a,.~~;d~alcdev~FQRMStPERMfT51PiLRMPEP.M. ~/ E TOWN OF VAIL, COLORADO Statement ******~*******+*******+*************~************r**************************++************** Statement Number: 8070002635 Amount: $299.50 12/03/200701:05 PM Payment Method: Check Init: WC Notation: 17026 ----------------------------------------------------------------------------- Permit No: A07-0138 Type: ALARM PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $299.50 This Payment: $299.50 Total ALL Pmts: $299.50 Balance: $0.00 *************************************************************s~****************************s ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 67.50 PF 00100003112300 PLAN CHECK FEES 232.00 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.......: Parcel No....: DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES DEMO. OF PART/ALL BLDG. ~ O~ _ O (~ ~ Permit # D07-0004 Project # ?? ~ ~ J ~j~ _ p~ Z ~i 2489 AROSA DR VAIL 2489 AROSA DR. 210314108003 i. OWNER GILLETTE, BRIAN E. & TRACY M05/15/2007 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT GILLETTE LLC 05/15/2007 P.O. BOX 5821 VAIL CO 81658 License: 342-A CONTRACTOR GILLETTE LLC 05/15/2007 P.O. BOX 5821 VAIL CO 81658 License: 342-A Desciption: DEMOLITION AND REMOVAL OF RESIDENCE Occupancy: Type Construction: Status ...: ISSUED Applied ...: 05/15/2007 Issued ...: 05/30/2007 Expires.....: 11 /26/2007 Phone: 970-390-7981 Phone: 970-390-7981/c 390-7981 Phone: 970-390-7981/c 390-7981 Valuation: $15,000.00 Revision Valuation: ?? Total Sq Ft Added: 0 k#######*###*##*##*****##****#*####*#######################*#####*## FEE SUMMARY ##*#+##########*#####################*##################*### Building-----_> $251.25 Restuarant Plan Review--> Plan Check-> $ o . o o Total Calculated Fees--> $163.31 Recreation Fee-------_____> $417.56 Investigation-> $ o . o o Additional Fees---------> $ o. o o TOTAL FEES--------___> $ o. 0 0 Will Call---> $3.00 $417.56 Total Permit Fee--------_> $417.56 Payments___________________> $417.56 BALANCE DUE-------__> $0.00 k#+k#################i##################i#######+#########s###########4'k###################i#######i############################################# approvals: tem: 05100 BUILDING DEPARTMENT 05/15/2007 JS Action: AP tem: 05400 PLANNING DEPARTMENT 05/15/2007 bgibson Action: AP DIA received 5/15/07 .em: 05600 FIRE DEPARTMENT 05/16/2007 JJR Action: DN Provide staging, site plan and asbestos appraisal. ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: D07-0004 as of OS-30-2007 Status: ISSUED ******************************************************************************************************** Permit Type: DEMO. OF PART/ALL BLDG. Applied: 05/15/2007 Applicant: GILLETTE LLC Issued: 05/30/2007 970-390-7981/c 390-7981 To Expire: 11/26/2007 Job Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Parcel No: 210314108003 Description: DEMOLITION AND REMOVAL OF RESIDENCE ***********************************************Conditions:************************************************ 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: l (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0009014 NO staging in right of way 05/29/2007 JJR Action: AP Item: 05500 PUBLIC WORKS 05/29/2007 gc Action: COND No staging in the Right of Way. i#################+k########################################+k##############4#################################################################4#### See the Conditions section of this Document for any conditions that may apply to this permit. 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 of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS [N 4 PM. _ ANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM SIGNA ur uwNr;R OR CONTRACTOR FOR HIMSELF AND OWNER ***************************************************~**********s*********~~**~*************** TOWN OF VAIL, COLORADO Statement ***~*~~~*r****~**+**~*~~*****************«**++***~*~****~~+~****~~+***r*****~*************** Statement Number: 8070000825 Amount: $417.56 05/30/200701:31 PM Payment Method: Check Init: LT Notation: Gillette / ck 1007 ------------------- Permit No: ----------------------------------------------- D07-0004 Type: DEMO. OF PART/ALL BLDG. ----------- Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $417.56 This Payment: $417.56 Total ALL Pmts: $417.56 Balance: $0.00 ******~~*************+** ****+************************************************r****~~******** ACCOUNT ITEM LIST: Account Code Description Current Pmts ----------------- BP 00100003111100 --- ------------------------------ ---- BUILDING PERMIT FEES. -------- 251.25 PF 00100003112300 PLAN CHECK FEES 163.31 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 I~~ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGI~, (~7. u V'Z~J Project #: 1 ,~ Building Permit #: ~~~ 974-+ti79-2'4~ _~~~ f) t ~~~~"'~ ~ TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION r_., s_..__~ u n..s_s c.,..~.. /+.....,s.. A c~n~~~rc Afi:.~n ~f G7/1_49R_RRd/i nr vicif UMM/ aarrla-Cnuntv_COm ... Parcel # 210314108003 - - - Job Name: 2498 Arosa Drive Job Address: 2498 Arosa Drive Legal Description Lot: 12 Block: C Filing: 1 Subdivision: Vail Das Schone Owners Name: Brian Gillette Address: 2792 Kinnickinnick D Vail, Colorado 81657 Phone: 970.390.7981 Architect/Designer: owner Address: one: P h l ~ Engineer: KRM Consultants Address: Post office Box 4572 Vail, Colorado 91659 Phone: 970.949.9391 Detailed description of work: Demolition and removal of residence. Work Class: New () Addition ( ) Remodel ( ) Repair ( ) Demo (X) Other ( ) Work Type: Interior ( ) Exterior ( ) Both (X) Does an EHU exist at this location: Yes ( ) No (X) Type of Bldg.: Single-family (X) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: 3 No. of Accommodation Units in this building: n/a No/T a of Fire laces Existin Gas A liances Gas Los Wood/Pellet Wood Burnin No/T a of Fire laces Pro osed: Gas A liances Gas Los 1 Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No (X) Does a Fire Sprinkler System Exist: Yes ( ) No (X ) *********************************************FOR OFFICE USE ONL' Type of Construction: Occup~rncy Group: j~ c~ ^r 'mil ~~~ `~ F:\Cdev\FORMS\Permits\Building\building~ermit_4-21-06. DOC 14 ZOOi O~ V~~L Page 1 of 16 04/21/2006 COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8~ Materials BUILDING: $ ELECTRICAL: $ OTHER: $ 15, 000.00 PLUMBING: $ MECHANICAL: $ TOTAL: $ . ~~ ,~ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG ~~. v V'Z8 Project #: _ 8 Butldin Permit #:_ 4G~~ ~+ ~f~~ ... t 97'0-~~ (In~~ie~t3x~n.. ) 1;11 Vt311~~ • ~.~..---- -- - -- -- - - ~epara[e rermits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: Gillette LLC 342-A Brian Gillette 970.390.7981 Email address: brian_gillette~gillettellc.com Fax#: 425.740.1440 Contractor Signature: ,q~1~s-~5x.. COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING: $ ELECTRICAL: $ OTHER: $ 15, 000.00 PLUMBING: $ MECHANICAL: $ TOTAL: $ For Parcel # Cnnf~~t ~~n~e r-...^.,.., w.._______ .,u-_ _ _~ ..~...._.. __ ._ - --- -- -- ~•~ ~^^^~~ p~ ~^~-~~~-vv4v u. vsir www.ea ~e-count .com 210314108003 Job Name: 2488 Arosa Drive Job Address: 2498 Arosa Drive Legal Description Lot: 12 Block: C Filing: 1 Subdivision: Vail Das Schone Owners Name: Arian Gillef to Address: ~,ez K.nn, ckinnick O fall, Co iorado 61G57 Phone: 970.39C.79?1 Architect/Designer: owner Address: Phone: Engineer: ,~„ Conauitaata Address: poe~ Office Box 4572 vaii. Co:orado BiG58 Phone: 970.949.9391 Detailed description of work: Demolition and removal of residence. Work Class: New () Addition ( ) Remodel ( ) Repair ( ) Demo (X) Other ( ) Work Type: Interior ( ) Exterior ( ) Both (X) Does an EHU exist at this location: Yes ( } No (X) Type of Bldg.: Single-family (X) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: 3 No, of Accommodation Units in this building: n/a No/T a of Fire laces Existin Gas A liances Gas Los Wood/Pellet Wood Burnin No/T a of Fire laces Pro osed: Gas A liances Does a Fire Alarm Exist: Yes ( ) No (X) Gas Los 1 Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Sprinkler System Exist: Yes ( ) No (X ) „~********************«*********************"FOR OFFICE USE ONL *,,-, ~' T of Con~ctructlorl: occup ncy Group: Accepted e : AY 1 ~ 20Q7 ~' ~L~• S -rowN o~ ~ra~~. F:\cdev\FORMS\Permits\Building\building~ermit_4-21-06.DOC Page 1 of 16 04/21/2006 . Receipt funds to: Name: Brian & Tracy Gillette Mailing Address: 2782 Kinnickinnick D Vail, Colorado 81657 COpy CASH DEPOSIT FORMAT Legal Description: Lot 12 ,Block C Subdivision: Vail Das Schone Address: 2498 Arosa Drive Developer: Brian & Tracy Gillette Project Number: Dn7~ oo0'J l PRSo7 . oDZ9) Improvement Completion Date: Ju y 1, 2 0 0 DEVELOPER IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this 14 day of May , 20 07 , by and among Brian & Tracy Gillette (the "Developer), and the Town of Vail (the "Town"). WHEREAS, the Developer, as a condition of approval of the Temporary Certificate of Occupancy for 2498 Arosa Drive Lot 12 Block C Vail Das Schone (address, legal description, and project number) wishes to enter into a Developer Improvement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgement of the Town to make reasonable provisions for completion of certain improvements set forth in the attached estimated bid(s) in accordance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including completion of the all improvements referred to in this Agreement, by means of the following: The Developer agrees to establish a cash deposit account with the Town of Vail, as escrow agent, in the amount of $ $4 512.5 0 as collateral for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. NOW THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expense, to furnish all equipment and materials necessary to perform and complete all improvements referred to in this Agreement. The Developer agrees to complete all improvements referred to in this Agreement on or before the _ day of July 1 , 20 07 . The Developer shall complete, in a good workmanlike manner, all improvements referred to in this Agreement, in accordance with all approved plans and specifications filed in the office of the Community Development Department of the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. All said work shall be done under the inspection of, and to the satisfaction of, the Town Planner, the Town Engineer, the Town Building Official, or other official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Community Development Department and Public Works Department of the Town of Vail. F:\cdev\FORMS\Perrnits\Planning\Administrative_Actions\DIA cash format_112002.doc Page 1 of 5 r If the costs of completing the uncompleted improvements referred to in this Agreement exceed the dollar amount of the deposit, the excess, together with interest at twelve percent (12%) per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. If the Developer fails or refuses to complete the improvements referred to in this Agreement, such failure or refusal shall be considered a violation of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty), of the Vail Town Code. 7. The Developer shall warranty the work and materials of all improvements referred to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter 8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said improvements. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by afl parties hereto. F:\cdev\FORMS\Permits\PlanninglAdministrative_Actions\DIA cash format_112002.doc Page 3 of 5 ~w 0 0 c y E d ~ O y 'O N N .L. U y O II 'y ~ N O O V N m ~ O ~ a T o m ag d II w d ,,.. m O II C C O N U 0_ 7 ~ N C U ~ O1 U d C .L-. N II ~ t 0_ y N E y ~ r m rn v ~ rn ~ N C f0 l0 N U f6 c ~ N O z .~ o ~ ~, W ~, C ' F v ~ ~ ~ .x ~ F Fcj U O J a~ ~~ ~ z ~ a ~~ o ~ U y ~ O E O L . C U fA m y a '~ r o ~ o a` ~ N ~ Q ~ m °i ~ a~i N ~ ~ ro « r Z ~ m ~ ~ 0 O O N C ~ O a N ~ v II y ~ D c m a s ~' 3 m m L N O .. N y y N y O U n - ~ m rn ~ N w . N ~ .>_ o o II N N d f 0 L ~ ~ -3 ~ ~ N O] y y ~ d O O 'N w ~ E E ~ o N ~~~ y ~ II L ~ f0 f6 E E t > 0 0 `o ~ o 0 °? 0 0 0 U U U U O 0 0 ° °' ° °' M o o c o c o m n ao ao v o ~ v m ro _ ~ c~ ri Ni E y W J3 m c v m ~ ~ o ~ ~ E c c o c 2 ~ o ~ o ~° - ~ ~ ~ ~ O y~ c a m p ~~ a a o v R ~ y c F= V ~ m m y m w o y v ~ ~~ o ~ N~ 3 ~~ a Y V P7 W O) ~ C m 0 0 w 0 0 0 0 r to O L ~ 3 0 '.4 N 10 o w mv E r O H O H O L G L lx0 O U V O ~ a _ `~ ` t `° y c v ~ O ~ t9 0 a TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT OWNER APPLICANT CONTRACTOR Desciption: Valuation: Job Address: 2489 AROSA DR VAIL Location.....: 2489 AROSA DR. Parcel No...: 210314108003 Project No ~ ~~~]-b6~~ GILLETTE, BRIAN E. & 2782 KINNICKINNICK RD VAIL CO 81657 SHAW ELECTRIC P O BOX 1451 AVON CO CO 81620 License: 106-E SHAW ELECTRIC P O BOX 1451 AVON CO CO 81620 License: 106-E TRACY M06/06/2007 D Permit #: E07-0087 Status ...: ISSUED Applied ..: 06/06/2007 Issued . .. 06/07/2007 Expires . .: 12/04/2007 Phone: 970-390-7981 06/06/2007 Phone: 970-926-3358 06/06/2007 Phone: 970-926-3358 TEMPORARY POWER FOR A NEW SFR $0.00 Square feet: 50 #***#***###**#*##****###**#**###*#***#####***###*###**#k*###*###### FEE SUMMARY #*###*####k##**#**##**###**######**#####*#*#####:###*#*####* Electrical---------> $51.75 Total Calculated Fees--> $54.75 DRB Fee--------> $ o . o o Additional Fees----------> So.oo Investigation----> $ o . o o Total Permit Fee--------> $54.75 Will Call---------> $3.00 Payments-------------- $54.75 ---> TOTAL FEES--> $ 54.75 BALANCE DUE--------> $o.oo ######k######i######kk######ii##############i##############k######################k############################################################## Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/06/2007 shahn Action: AP ###############################################################k#######################k####t##########################k#################k######k CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ##########################################################i#k#######4######i#######################k#######k#########################k########### 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 of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-F.OUR HOURS M ADVANCE B'S^TELEP~ONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. -- - ~:. L~ .. -' J2_/ . / ##*#+k*##*#*#*#**#*##*#*######**#####*##*###*####*##****###########*###**#+k#####**#*##**#**#4 TOWN OF VAIL, COLORADOCopy Reprinted on 06-07-2007 at 12:34:16 06/07/2007 Statement Statement Number: 8070000901 Amount: $54.75 06/07/200712:27 PM Payment Method: Check Init: DDG Notation: Shaw 15076 --------------------------------------------------------- Permit No: E07-0087 Type: ELECTRICAL PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $54.75 This Payment: $54.75 Total ALL Pmts: $54.75 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 FROM :SHAW ELECTRIC 1~ is ~. r•rontagc ita. Vail, Colorado 81657 Ele~rf I Contr~ttor; '~~C~w ~~eG#-n c ~n FAX N0. :9709263358 .~\\ Jun. 04 2007 09:53AM P1 TpR INFORMATION ail Regd. No.: Co'nt)act and Phopne '~ ~ci 4~2[.P ~n ~rl~.d GIZ~a - 33.58'' CQMPLETE . FtiET FOR NEW BUILD$ anti VA~.UATIONS ~FQR ALL O'T'HE Labor 8r. Materials AMpUNT OF SQ FT IN STRUCTURE: N~*- •ELECTkICAL VALtJA'ROh1: ~ ~-~ - ..*.,~***..****. ***,~*.*~.*.x**...***~•FOROFPICE USE ONLY..**...****~**.***+~..~*~w.**,~..**..x* !~ ~ . • `J ' • p;/everyane/furms/elecperm ~-K PI~e~A TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E07-0185 Job Address: 2489 AROSA DR VAIL Status ...: ISSUED Location.....: 2489 AROSA DR. Applied ..: 08/14/2007 Parcel No...: 210314108003 Issued . .. 08/20/2007 Project No ^~~J61 - oo~~ Expires . .: 02/16/2008 OWNER GILLETTE, BRIAN E. & TRACY M08/14/2007 Phone: 970-390-7981 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT MD MOLLER CO 08/14/2007 Phone: (970) 569-3913 PO BOX 1508 I EDWARDS CO 81632 License: 355-E CONTRACTOR MD MOLLER CO 08/14/2007 Phone: (970) 569-3913 PO BOX 1508 EDWARDS CO 81632 License: 355-E Desciption: ELECTRICAL FOR NEW SINGLE FAMILY RESIDENCE Valuation: $0.00 Square feet: 6174 #ss#ss###ss**#ss###ss##s#s#sss*#sss###ss*s###*#####*####ssss###:**s FEE S UMMARY ###s##s#s##sss##sss##s#s###s#####s#*ssss##s###*ssss###s##*## Electrical-------> $ z ~ 9.4 5 Total Calculated Fees--> $282.45 DRB Fee--------> $ o . o o Additional Fees----------> $o.oo Investigation--> $ 0 . 0 0 Total Permit Fee-------> $ 2 8 2 .4 5 Will Cal I--------> $ 3. 0 0 Payments--------------> $ 2 8 2. 4 5 TOTAL FEES-> $282.45 BALANCE DUE--------> $'0.00 #######################################################i##i####### ############################################################################### Approvals: Item: 0600 0 ELECTRICAL DEPARTMENT 08/1 4/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT ##############################################f#######i#i#################s########i#####i####################################################### CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ###########is#####si#########################################s#############F##################################################################### 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 of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN/CE-BY TEL~Fp~E`AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. TURF OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement ****.*********rr*******~*******~**********+~***~************************************«******* Statement Number: 8070001591 Amount: $282.45 08/20/200712:12 PM Payment Method: Check Init: DDG Notation: MD Moller Company 7336 ------------------------------------------------------------------------ Permit No: E07-0185 Type: ELECTRICAL PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $282.45 This Payment: $282.45 Total ALL Pmts: $282.45 Balance: $0.00. ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 279.45 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN GNED ~ ~ Project #: Building Permit #: ~ Electrical Permit #: ~~ ~~~ OF ~~~ . ~~ _ O I t~ ~ 9~0-479-2149 (Inspe 75 S. Fronte~+e Rd- Vaii, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPL3CA'i'ION CONTRACTOR INFORMATION ,- AMOUNT OF SQ FT IN STRUCTURE: (Q ~ I ELEC1R1G4L VALUATION: $ '~'~ I ' Centar_f Eaer/e Ceuntvdss~essnrs Grffiee at 970 328 8640 e~ vis~'t www_eaale-rnuntv_rom few Panctie/,~` Parcel # ~ ]ob Name: r ,` I'~, I_I ~, r~~ ;~~~ - ~~ \ Job Address: O~~ ~ ~~ ~I ~'i ~~- Block: Filing: Subdivision: Leal Description Lot : Owners Name: r~o~-n~"~a~ Address: nr1 r~-1~ Phone:Q~-k~ ,~piG , ~ l .~ Engineer: Address: Phone: Detailed description of work: ~1~~~~ ~~ ~~ ~ `~1~ ~~~ ~J1C~~ Wark Class: Nett' ~ Addition ( ) Remodel ( ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior ) Exterior ( Both ( ) Ooes an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ~ Duplex ( ) Muld-family ( ) Commercial ( ) Restaurant ( ) Dther ( ) No. of Existing Dwelling Units in this buliding: Yl' ~ No. of Accommodation Units in this building: ~ (~ Is this ermit for a hot tub: Yzs Nv Does a Fre Alarm Exist: Yes ( ) No Does a Fre Sprinkler System l_xlst: Yes ( ) No wwwww*,t*****~~~*#**wwwwwww~w~*~,s,t*f*+**FOR OFFICE USE ONLY********wwwwwwnwxwf*+*****x***w..~w~k.: J ~ !Other Fees: I Date Received: QZ`~ 5 DRB Fees: ~ ~ Accepted By: 'rianner Sign-off'. i . _, F:VcdevIFORMS\Pemna\9uild'inc~\elecacal, pemit i1-23-2005.DOC .Page 1 of•2 ~ 11!23/2005 • ••: •- r ., .•. .... •. ., zoos e5 : e ~ rlsie5 : e ~ cooz e ~ so wo~~ COMPLETE SQ. FOOTAGE POR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0180 ~1 _ o cap( Job Address: 2489 AROSA DR VAIL Status ...: ISSUED Location.....: 2489 AROSA DR. Applied ..: 08/23/2007 Parcel No...: 210314108003 Issued . .: 08/24/2007 Legal Description: Expires . .: 02/20/2008 Project No ~~~ ~ - O~ 2$ OWNER GILLETTE, BRIAN E. & TRACY M08/23/2007 Phone: 970-390-7981 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT C & C PLUMBING & MECHANICAL,08/23/2007 Phone: 827-9443 PO BOX 7314 AVON COLORADO 81620 License: 328-M CONTRACTOR C & C PLUMBING & MECHANICAL,08/23/2007 Phone: 827-9443 PO BOX 7314 AVON COLORADO 81620 License: 328-M Desciption: INSTALL NEW RADIANT HEATING SYSTEM FOR A NEW SINGLE FAMILY RESIDENCE Valuation: $23,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ####**################*#######*#*###########################**#####* FEE S UMMARY #################################s########################## Mechanical--> $ 4 6 0 . o ll Restuarant Plan Review--> $0. oo Total Calculated Fees---> $578.00 Plan Check-> $115 . o o TOTAL FEES-----------> $ 5 7 8. 0 o Additional Fees----------> $o.oo Investigation-> $ o. o o Total Permit Fee--------> $ 5 7 a. o 0 Will Call---> $3 .00 Payments----------------> $ 5 7 8. 0 0 BALANCE DUE------> $ 0 . 0 0 }####f#########################R#########################f####################################################################################### Item: 05100 BUILDING DEPARTMENT 08/23/2007 cgunion Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE 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 WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ####4##i#f#+1#-####################################################i####4########if#####i######################################################### 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 ac ding to the towns zonl g and subdivision codes, design review approved, International Building and Residential Codes and th r orc~i~s~s of the ~n applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS~INIAD~VA'~LEPIE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: 8070001660 Amount: $578.00 08/24/200710:12 AM Payment Method: Check Init: LT Notation: C&C Plumbing / ck 8630 Permit No: M07-0180 Type: MECHANICAL PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $578.00 This Payment: $578.00 Total ALL Pmts: $578.00 Balance: $0.00 ***********************************~*************+********+***a***********************~+**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 460.00 PF 00100003112300 PLAN CHECK FEES 115.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPlIGTION WIU. NOT BE ACCEPTED IF INCOMPUeTE OR UNSIGN Q ~,.'~ 7,,.~~ TOV Project #: I~J~+ .~; '' BuildMg Permit #: s ~ a~ ~ Mechanical Permit #. a~~~ ~ s6 ~' 970-479-2149 (Itoros) ^~~n ~r-r r,A~,r,.,li,5e17~-nia.wiL 1'CKMs~~~.~+~..~i~ 75 S. Frontage Rd. Permit w~ not be aCOep~ed vvitltout the iiollawing: VaH, Colorado Sin57 Medtank~l Ndoom Dimen ~ wn Uo scale to Include: Combwlbn'Air Duct Size and Locatlon / o Flue, Yent and Gas Une Size and Locatlon 1 Heat Loss Cake a E~Iipnoent Cut/Spec Sheets CONTRACTOR INFORMATION COMPLETE I/ FOR MECHANICAL PERMIT Labor sii Mabariais MECr4RN~CAL: $ ~'~ ~./lflllljf/ L~IOfL~ 'f C7/L?7~~Q/Cdn wr vl~.~ .~w~nu ~~~/e_w....w14. ww... Lw~ d.,..Y/ s # Job Name ~ ~ Job Add sp i3 '~ • ~l Desicription¢ Lttit~ Block: Filing' (~ [ Q ~J~IIIICI3 ,w~11G: Addte~: Engineer Address: . •. ~~ ` '~ ..~..~. TOWN OF VAIL Wotic cuss: nkw AddLia, ( ) Alberatlon ( ) ~ (. ptlrer t ) Boiler L,ocatiao: Interior ( Exterior'( ) Other ( ) Does an EHU exist atthis location: Yes ( ) No ) Type of 81dg: Sirgie~`am~y 1~1 duplex ( ) Mini-tarraiy ( ~ c~nmerciai ( ~ rteoaurant ( ) Otf~ No. of Existing Dwelling Un9s M thLs buildi~: No. of Acoornmodatlao U in the building: ~ oi= Logs Is thls'a oornersion fmm a wood burning flreplaoe to an EPA Phase II device? Yes ( ) Bumi Burning (NOT ALLOVVEd) No ******************** F; ~9V~~ical..pexmi~l1-23-2005.DOC 11/23/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0289 '~6~? -O (~?ti,~ Job Address: 2489 AROSA DR VAIL Status ...: ISSUED Location.....: 2489 AROSA DR. Applied ..: 10/18/2007 Parcel No...: 210314108003 Issued . .. 10/24/2007 Legal Description: ~~~ ~ --~oz ~S Expires . .: 04/21/2008 Project No OWNER GILLETTE, BRIAN E. & TRACY M10/18/2007 Phone: 970-390- 7981 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT SKYLINE MECHANICAL 10/18/2007 Phone: 970-524- 6809 P.O. BOX 1258 GYPSUM CO 81637 License: 121-M CONTRACTOR SKYLINE MECHANICAL 10/18/2007 Phone: 970-524- 6809 P.O. BOX 1258 GYPSUM CO 81637 License: 121-M Desciption: VENTILATION AND ROUGH IN FOR FUTURE LG AC UNIT IN MASTER BEDROOM Valuation: $3,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ################**####**####**#########*#*###*##s##*##############** FEE S UMMARY ##############s###*######**#############################+### Mechanical-> $ 6 0. 0 o Restuarant Plan Review--> $ o . 0 o Total Calculated Fees---> S~9.oo Plan Check---> S 15 . o o TOTAL FEES------------> $ 7 9. 0 0 Additional Fees-------> S o. o 0 Investigation-> $ o . 00 Total Permit Fee--------> S~9.oo Will Cal l--> $ a. 0 0 Payments--------------> $ 7 9.0 0 BALANCE DUE-------> $ o . 0 0 #################4#####################4###################R######################4##########################################f################### Item: 05100 BUILDING DEPARTMENT 10/18/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE 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 WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ######i################################################R#R##########4#############4#############4################################4############### 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 of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE ~ TELE~,I-IONE AT 479149 OR AT OUR OFFICE FROM 5:00 AM - 4 PM v z o ATURE OF CONTRACTOR FOR HIMSELF AND OWNER ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 01 -30 -2013 at 09:59:30 01/30/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R070002319 Amount: $79.00 10/24/200712:59 PM Payment Method: Check Init: JS Notation: 11546 /SKYLINE MECHANICAL ----------------------------------------------------------------------------- Permit No: M07 -0289 Type: MECHANICAL PERMIT Parcel No: 2103 -141- 0800 -3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $79.00 This Payment: $79.00 Total ALL Pmts: $79.00 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- MP 00100003111100 MECHANICAL PERMIT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 15.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Oct 18 20 I ;7nW11~4P~Aa 75 5. Frontage Rd. Vail, Colorado 816 I ~istact Ear 1 :25PM Skyline Mechanical IhC. 970-524-6810 p.i I 'APPLICATION 1AI3LL IVOT BE ACCEPTED IF INCOMPLETE OR UN5,L ~? _ ~ ~. v Project #: Building Perm #: o - a Q Mecttanicai Permit #: 970-479-149 (Inspecldons) ------ -- - ---- - - - 9~~•J'17~~-a138'CpkroK,,d Permit will not be accepted w(thout the folly i Provide Med~~nical Room Layout drawn to scale o Mechanic~t Room Dimensions a Combusd n Air Duct Size and Location c Flue, Ven and Gas Line S~'ize arul Location r Heat Colts. a equipment Cut/Spec Sheets ln~/nfw atratrnw~ nAl4ra ~• n~n_»e_e~w~ _- _~~., .- _-'- _ e.C~C~DMI~ ~' ~ ?~ 1 b 2007 TOW VAI L _ ___ _____- _____~ ~- ~- ~~~ ~.~ .~ v~ -mow., r~~a-.~.o IC_` G//C •6V/I/ /V/ r/7/~LL`7 ~ Parcel # (Required if no bldg. Qermit # is provided above) Job Name: ~ ~ ~ ~ 1Q-O S~ Oa~v{ Job Address: ~ ~ ~~, n ~~,~ ~~~v~ Legal Descrl n Lot: Block: Filing: Subdivision: (,v e~ ~ (~ ~~ C-wner5 Name: Address: Qhone: Engineer: Address: Phone: Detailed d 'ption f work: V Piv ~-!~ L A'~~-ci oc ~ u FF /.~ ~a ~ ~'Y,~vt.R e L G /~ C Work Glaser New (~ Addfion ( ) Alteration ( ) Repair ( ) Other ( ) Boller Locatan: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Sin le-family (~j Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units In this building: No of Fire laces Existin Gas A liances Gas L s Wood Pellet Wood Burnin NofType of Fire lacers Proposed: Gas App(ianees ( )Gas Logs ( ) Wood/Pellet ( } Wood Burning (NOT ALLOWED) Is this a ~c::1v ion m a wood burning fireplace ~ an EPA Phase II device? Yes ( ) No ( ) °LETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANICAL: ~I 3, U D O .. d O CONTRACTOR INFORMATION ed~anical Cont Town of Vail Reg. No.: Contact and Phone #'s: ~d~-~ Contractor Sea tore: An _. .-~ . _ _ _ . F.~s• :~ ~. ONLY*~*~~*********************~** ~Aa~o~d::B~r F: TOWN OF VAIL ~ 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0344 Job Address: 2489 AROSA DR VAIL Status ...: ISSUED Location.....: 2489 AROSA DR. Applied ..: 12/07/2007 Parcel No...: 210314108003 Issued . .. 12/07/2007 Legal Description: - ~-~~6 --~ _ 66Z ~ Expires . .: 06/04/2008 Project No OWNER GILLETTE, BRIAN E. & TRACY M12/07/2007 Phone: 970-390-7 981 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT FIRE WORKS HEARTH & PATIO, 212/07/2007 Phone: 970-928-8758 P.O. BOX 2133 GLENWOOD SPRINGS CO 81601 License: 243-M CONTRACTOR FIRE WORKS HEARTH & PATIO, I12/07/2007 Phone: 970-928-8758 P.O. BOX 2133 GLENWOOD SPRINGS CO 81601 License: 243-M Desciption: INSTALLATION OF A NEW FIREPLACE IN ANEW SINGLE FAMILY RESIDENCE Valuation: $10,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ss*ssssss*s*sssssssssssss*s****ssssssss**ss*sss*****ssssss**-*ssssss FEE SUMMARY +ssssss****ssssssss*sss*s*sss**ssssss*ss*****sssssss***sssss Mechanical---> $ zoo . o o Restuarant Plan Review-> $ o . o o Total Calculated Fees---> $254.00 Plan Check--> $so. oo TOTAL FEES------------> $254 . oo Additional Fees------> $o.oo Investigation-> $ o . o o Total Permit Fee-------> $ 2 54.0 0 Will Call-----> $4 . oo Payments------------------> $254.00 BALANCE DUE-------> $0.00 sssssssss*ssssssssssssss*ssssssss*sss*sssssssssss**ssss*s*ssss*sss**ss*ssss+ssss*sssssssssssssssss*ssssssssss**ssssssss*****s*s*sss****ss*sssss*: Item: 05100 BUILDING DEPARTMENT 12/07/2007 cgunion Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE 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 WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ..:~+.*..+*as*.~*.*:.*.*s**:~..::**ssss.*^ss*s*ssss*r**ssste***a+.«*r**~*+s**+*+~....*.~.:..~:+++.**:.**+*:*s^+*ss*~.....***^*a+.~*.~:..~.*.*.;*: 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 of the Town applicable thereto. REQUESTS 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. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement *****s*«***~****~+******************+******~*******************«*****~********************** Statement Number: 8070002679 Amount: $254.00 12/07/200703:22 PM Payment Method: Check Init: LC Notation: #1056/GILLETTE LLC Permit No: M07-0344 Type: MECHANICAL PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $254.00 This Payment: $254.00 Total ALL Pmts: $254.00 Balance: $0.00 ****r*******~*****~****************************~**************~*****~******~******+********~ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 200.00 PF 00100003112300 PLAN CHECK FEES 50.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 DEC-7-2007 10:31A FROM:FIRE WORKS HEARTH & 9709288785 APPLICATION WILL NOT BE ACCEPTED IF 75 S. Frontage Rd. Vail, Colorado 81657 4'l~ y ~ / C/ 1~ .., t~ cl7• 03 Permit will not be accepted Provide Mechanical Room Layout dra ^ Mechanical Room Dimensions o Combustion Alr Duct Slze and Lo o Flue, Vent snd Gas Line Size and ^ Heat Loss Calcs. o Equipment Cut/Spec Sheets T0: 19704792452 ~ P.1 PLETE OR UNSIGNED ~ 7 _vc1Z TOV Project #: Building Permit #: Mechanical Permit #: 970-479-2149 (inspections) shout the following: to scale to include: Contact Eaa/e Countydssessors O~ae at 97~-_?7R-RF4/1 nr vi_aiti www Aaa/A-rnunty_mm ler parc~e/ ~f Parcel # ]ob Name: ]ob Addre : Z~~1 /1 ,OS a Legal Description Lot: 'f, Block: (~ Filing: ~ Subdivision: JQa b~S ~, Owners Name: ~ ~ Ad re ~ 1. Phone: 3 Engineer: ~ Address: Phone: Detailed description of work: ~~ 5{~ ~/ ~'~~ ~ ~--C Work Class: New ( Addition ( ) Alteration ( ) Repair ( ) Other ( ) Boiler Location: Interior ( ) Exterior ( ) Other ( ) Does an EH exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Exi ng Dwellin Units in this building: No. of Acco modatlon Units in this building: No in : G n s No/Type of Rre laces Proposed: pplia a a s Woo t Wood Bumin ile ) Wood Burning (NOT ALLOWED) Is this a ro ersio od bumin la an A ha II evl es ( ) No ( ) ~~ - ~ ************************F~R ~FFICEIlSE ONLY** ************************** ..... ........ .. °::~.. ~/~~ F:\cdev\FORMS\Permits\Bullding\mechanical~ermit_11-23-2005.DOC ( 11/23/2005 .Mov~07 2007 4:03PM Fire Works Hearth and Pat 9709288785 p.l X79 • Z~fS ~- APPLICATION WILL NOT BE At'~CEPTED IF INCOMPLETE OR UNSIGNED - - TOV Project #: Buliding Permit #: O7- p1Z~ .. -. '' ' = Mechanical Permit #: ~~ , .~ 970-479-2149 (Inspections) TOW1V OF VAIL EC ANiCAL PERMIT PP CATIOI„1 75 S. Frontage Rd. Permit will not be accepted withoult the following: Vall, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: ^ Mechanical Room Dimensions ^ Combustion Air Duct Size and Location ^ Flue, Vent and Gas Line Size and Location ue~a ~ ..__ .._~~ MECHANICAL: ~ /(' ,~~~ ~0 - - ---- - - .- ..,...,Q o~ ~- Parcel # ~ yr visit corn for Pa~ICl9/ ~ Job Name: Job Address: 2 I /- ~ 5 Q. ~t1' 0 Legal Description Lot; Bock; G Olin B• 'r ~ Subdivision: Vl ~ ~ Owners Name: Ad ~ LtiS . ~ Phone: E ~0. 9 Address: Phone: tailed description of work: Work d Addition ( ) Alteration ( ) Repair ( ) Other ( ) Boller Locatlon: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bidg: Single-farngy Duplex ( ) Mulq-family ( ) Commercial ( ) Restauramt ( )Other ( ) Na. of Existing Dwelling Units in this building: No. of Accommodation Units in thJs building: No of Flre aces Existi : Gas liances Gas L s Wood Pellet Wood Bumin No/Type of Flreplaoes Proposed: Gas Appliances ( Gas Logs ( ) Woad/Pelle I p) Is this a cornrerslon from a wood burning fireplace to an EPA Phase II devise? Y ) No ( ) *********ee************ OF VEIL F: ~odev~PORMS~Permib~Buliding~mechanicdl.,permit 11-23-2005.DOC 11/23/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P07-0126 ~7-61~~( Job Address: 2489 AROSA DR VAIL Status ...: ISSUED Location.....: 2489 AROSA DR. Applied ..: 08/14/2007 Parcel No...: 210314108003 Issued . .: 08/16/2007 Legal Description: ~~~ -Z , ~~.~ Expires . .: 02/12/2008 Project No OWNER GILLETTE, BRIAN E. & TRACY M08/14/2007 Phone: 970-390-7 981 2782 KINNICKINNICK RD D VAIL CO 81657 APPLICANT- C & C PLUMBING & MECHANICAL, 08/14/2007 Phone: 827-9443 PO BOX 7314 AVON COLORADO 81620 License: 339-P CONTRACTOR C & C PLUMBING & MECHANICAL, 08/14/2007 Phone: 827-9443 PO BOX 7314 AVON COLORADO 81620 License: 339-P Desciption: INSTALL ROUGH PLUMBING AND TRIM FOR A NEW SINGLE FAMILY RESIDENCE Valuation: $44,000.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas bogs: ?? # of Wood Pallet: ?? ####*#*#*##*:##*#####**##**#####***#####*#*#################*#*###### FEE SUMMARY ##############*######*#########*###*##s###**#**#######*##### Plumbing-> $ 6 6 0 . o o Restuarant Plan Review--> $ o . o o Total Calculated Fees---> $828.00 Plan Check--> $16 5 . o o TOTAL FEES-----------> $ a z e . 0 0 Additional Fees--------> $o.oo Investigation-> $ 0. 0 0 Total Permit Fee-------> $ 8 2 8. 0 0 Will Call--> $3 . o0 Payments-------------> $ 6 2 8. 0 0 BALANCE DUE-------> $ 0.0 0 ########################################################################## ##########################4############################################ Item: 05100 BUILDING DEPARTMENT 08/14/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION 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 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 finances the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN V NJ~'E BY EL HO 7~9 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ***********s******~***********************************************+**~**********++********** TOWN OF VAIL, COLORADO Statement Statement Number: 8070001556 Amount: $828.00 08/16/200703:39 PM Payment Method: Check Init: DDG Notation: C & C Plumbing & Mechanical 8579 ----------------------------------------------------------------------------- Permit No: P07-0126 Type: PLUMBING PERMIT Parcel No: 2103-141-0800-3 Site Address: 2489 AROSA DR VAIL Location: 2489 AROSA DR. Total Fees: $828.00 This Payment: $828.00 Total ALL Pmts: $828.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 165.00 PP 00100003111100 PLUMBING PERMIT FEES 660.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED ~ D7~0 DSO Project #: r~ Building Permit #: ~ -O ~~., ~ C ~~ 970-479- b49glnspectons) ~ {Z10 ~OIFNOFYAIL TOWN OF VAIL PLUMBING PERMIT APPLICATION 75 S. Frontage Rd. ~, Vail, Colorado 816 ~' ~i~ CONTRACTOR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact and Phone #'s: E-Mail Address: Contractor Signature: COMPETE VALUATION FOR PLUMBING PERMIT (Labor ~ Materials) PLUMBING: $ OU Contact Eagle Ceunty dcceccnrc nff:~o ~>f o~n_~~u_RRdn AI \/Ir1* IA AA/III A.")..~A /~ „+.i n .,, ~ ~ ~wrww~ ~{ Parcel # ~ ~~ Job Name: 2~ ~ . ~ Job Address: Z~a, ~ , ~ .Sl.. Legal Description Lot: ~ Z Block: ~Z~ ~ Filing: Subdivision: Owners Name: • ~ Address: ~, ~_ ~ - Phone: _ ~ ~ Engineer: Address: Phone: Detailed description of work: Work Class: New Addition ( ) Alteration ( ) Repair ( ) Other ( ) Type of Bldg.: Single-family'( Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this a conversion from a wood burning fireplace to an hase vice? Yes ) No ******** * **** ***************FOR OF ICE USE ONLY**** ****************************** ~ Other Fees: Date:. Received: DRB Fees: Accented Bv: ~, , E`~~~QdC ~~ AU6 1 ~ ~Jl. ~' _~ ~''~4IVN OF VAIL \\Vail\data\cdev\FORMS\PERMITS\PLMBPERM.DOC 07/24/2002 ., ~~ 12-11-2008 Inspection Request Reporting Page 9 4:23 pm Vail, GG ~ Qf Requested Inspect Date: Friday, December 12, 2008 Ins ection Area: CG Site Address: 2489 AROSA DR VAIL 2489 AROSA DR. A/P/D Information Activity: 607-0124 Type: B-BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: Use: V-B Insp Area: CG Owner: GILLETTE, BRIAN E. & TRACY M. Phone: 970-390-7981 Contractor: GILLETTE LLC Phone: 970-390-7981/c 390-7981 Description: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE Requested Inspections Item: 90 BLDG-Final Requestor: GILLETTE LLC Comments: will call 390-7981 Assigned To: GDENCKLA Action: Time Exp: ~tL~~~~ CL LLL ~v ~~ou S ~~z I U v ~\L- LO `~i6S~6 -(-~ Insaection History Item: 10 BLDG-FOOTING ** Approved ** 06/26/07 Inspector: JRM Action: AP APPROVE j Comment: APPROVED SOILS REPORT MATCHES AND PLACED IN L Item: 20 BLDG-Foundation/Steel ** Approved ** 07/06/07 Inspector: mgunther Action: AP APPROVED Comment: Item: 21 PLAN-ILC Foundation Plan ** Approved ** 10!03/07 Inspector: bgibson Action: AP APPROVED Comment: Item: 30 BLDG-Framing ** Approved ** 12/07/07 Ins ector: shahn Action: CR CORRECTION RE ED Comment: NE~D FIREPLACE INSPECTION PRIOR TO FRAMING. 12/10/07 Inspector: shahn Action: AP APPROVED Comment: PROVIDE SAFETY GLASS AT FINAL INSPECTION. sTAIRWAY GLASS IS NOT SAFETY. Item: 22 PLAN-ILC FRAMING ** Approved ** 10/03/07 Inspector: bgibson Action: AP APPROVED Comment: Item: 50 BLDG-Insulation ** Approved ** 01/03/08 Inspector: JRM Action: AP APPROVED Comment: 01/14/08 Inspector: JRM Action: AP APPROVED Comment: INSUL CERT ADDED TO FILE Item: 60 BLDG-Sheetrock Nail ** Approved ** 01/18/08 Ins ector: GCD Action: AP APPROVED Comment: Wf~AP COLUMNS IN GARAGE. Item: 70 BLDG-Misc. ** Approved ** 11/16/07 Inspector: p Action: AP APPROVED Comment: LATH INSPECTION APPROVED Item: 90 BLDG-Final Item: 532 PW-TEMP. C/O Item: 530 BLDG-Tem . C/O Item: 535 DIA - 30 D pY REMINDER Item: 536 DIA -SITE/LANDSCAPING Item: 539 PW-FINAL C/O ** Approved ** 12/03/08 Inspector: cdelles Action: AP APPROVED Comment: Item: 537 PLAN-FINAL C/O ** Approved ** Requested Time: 10:00 AM Phone: 970-390-7981, BRIAN Entered By: DGOLDEN K REPT131 Run Id: 8778 I ~. ~ 10-06-2008 Inspection Request Reporting Page 38 4:42 pm Vail, G~ - C ~ Of Requested Inspect Date: Tuesday, October 07, 2008 Ins ection Area: CG Site Address: 2489 AROSA DR VAIL 2489 AROSA DR. A/P/D Information Activity: M07-0180 Type: B-MECH Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: GILLETTE, BRIAN E. & TRACY M. Phone: 970-390-7981 Contractor: C & C PLUMB CHANICAL, INC. Phone: 827-9443 Description: I ALLY VM.~tADIANT EATING SYSTEM FOR A NEW SINGLE FAMILY RESIDENCE It m: 0 MECH-Final Reque or: & C PLUMBING & ME HANICAL, INC. ;omme ts: will call Brian 390-798 ;signed o: GDENCKLA Requested Time: 08:00 AM Phone: 390-7981 ~ Time Exp: 1,~ Entered By: DGOLDEN K Inspection History Item: 200 MECH-Rough ** Approved ** 11/06/OT Inspector: JRM Action: AP APPR D Comment: FLUE PIPING ONLY APPROVED, OTHER CONTRAC R INSTALLING BOILER Item: 310 MECH-Heating ** Approved ** 08/27/07 inspector: shahn Action: PI PARTIAL INSPECTION Comment: IN SLAB RADIANT TUBING FOR LOWER LEVER ONLY. 100PS1 10/04/07 Ins ector: JRM Action: PA PARTIAL APPROVAL Comment: FR~NT ENTRY AND STAIRS SNOW MELT 100 # AIR TEST 11/06/07 Ins ector: JRM Action: AP APPROVED Comment: IN ~LOOR HEAT ZONES AND MANIFOLDS APPROVED 100 /60 # AIR Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final , l~ r~ ,~'~j 7 -" T '~; _, l / a ~ 1, ,~ ,`J `~v REPT131 Run Id: 8543 ,..~- ~~-~~-~~~~ Inspection Ircequest Keporting Page 38 4:49 pm ~~ail, Cn City ~f Requested Inspect Date: Monday, September 29, 2008 Ins ection Area: CG Site Address: 2489 AROSA DR VAIL 2489 AROSA DR. A/P/D Information Activity: P07-0126 Type: B-PLMB Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: GILLETTE, BRIAN E. & TRACY M. Phone: 970-390-7981 Contractor: C & C PLUMBING & MECHANICAL, INC. Phone: 827-9443 Description: INS~Att~R@~~H PLU B1tYG._A~ND TRIM FOR A NEW SINGLE FAMILY RESIDENCE Item: 2 PLMB-Final questor: & C PLUMBING 8 MECHAN igned. JMONDRAGON~•~ Aaron: Time INC. Requested Time: 08:00 AM Phone: 827-9443 Entered By: DGOLD K Insaection History 1 Item: 210 PLMB-Underground ** Approved ** 08/17/07 inspector: GCD Comment: 5 si TEST p Item: 220 PLMB-Rou h/U .W.V. ** Approved ** 11/06/07 Inspector: JRM Comment: 6# AIR TEST Item: 230 PLMB-Rou h/Water ** 11/06/0 Ins ector• JRM Approved ** Comment: 100 # AIR TEST Item: 240 PLMB-Gas Piping ** Approved ** 11/06/07 inspector: JRM Comment: 30 # AIR TEST Item: 250 PLMB-Pool/Hot Tub Item: 260 PLMB-Misc. Item: 290 PLMB-Final I>~ ~ ~ ~ _ ~ ~~r 1 ~I Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED REPT131 Run Id: 8478 M07 -0344 : Entries for Item:390 - MECH -Final 09:59 01/30/2013 Action Comments By Date Unique_ Key AP shahn 10/02/2008 A000118 276 Total Rows: 1 Page 1 M07 -0289: Entries for Item-390 - MECH -Final 09:59 01/30/2013 Action Comments By Date Unique_ Key CR GCD 09/24/2008 A000117 988 AP JRM 10/08/2008 A000118 495 Total Rows: 2 Page 1 E07 -0185: Entries for Item: 190 - ELEC -Final 10:00 01/30/2013 Action Comments By Date Unique_ shahn Key AP 09/15/2008 A000117 622 Total Rows: 1 Page 1 E07 -0087: Entries for Item: 190 - ELEC -Final 10:00 01/30/2013 Action Comments By Date Unique_ Key AP shahn 10/02/2008 A000118 277 Total Rows: 1 Page 1