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Home My WebLink AboutB06-0156t:d 0 n dlw os: z z o a ° 0 y (D ., (D ?. H rD n (D la. (D 0 (D bn (D tMD A? 0 n .+, frtD ?•r o n (D A) ?. O rr O CL fD (D ?. ?. o I o v p o U G7 rD• n O, 7 U ?, rt < n y W fa. rt y r• n !1 O Or v V Fir p n ?, ro n rD o < o K o .? O ?+ ? ?,? p(D yt?jm G n A ? C' p 3 K o z C D" n ? ' fD ? 0 C o a' w n m o Q c o y C G -' m '"' % CA U4 ¢ ?. r? y I n 00 ON `"C 0 m a `C O U l CD A o CD z y ?- n ? o " 50 Lx O fD p, n ? O ?C CL v? QG cD ?Mi L j H H H CZ y O On i ci ro C? I'll -Im 0 A V ? 0 A ? O O -? ? o d V ?0 O n d? ° Z w O Y Z n o (D n r- C L L m n (D rD 0 .. " 'h CL LI) n -a 2D A .4 ~ ¢ S. m ..? N p G n rt - 110 rt ?' -. w x 0 En p V o ? C ? ? "?'? n rt , ? y ?r r CfQ ?; ? n Q Q ?s o w InD (D - o n < UQ M C n C fD C O v' . DD 'v 0 r S n N n CD Q. '?' ?, rt CD 0 ry (D n in O o Q -? V . n '.3' n + n 0 A? (D n (D O„ o " fD o n d ?' pq cD ?, .-? O o O o c n n p Q ." n r .''O O Lo O O O ? CT G: UQ rt in, dq ? o , O ? y n 00 (D ? GL `C O J Qn V p Q1 H' "t z b ? r D ( O C la, (D rt O ?* 0 O 0 fD G C ? w ? O r•, CL n O C (D i tid H H N H 0 MH LJ O 0 n n ro ?Z n ig xr O A v ? o ? d ?.. co O O ? p (?p ? O CJl ?. A c?o TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 &ARTMENT OF COMMUNITY DEVEAMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES , NEW (SFR,P/S,DUP) PERMIT Job Address: 2417 GARMISH DR VAIL Location.....: 2417 GARMISCH DR Parcel No...: 210311413014 OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT GARMISCH DUPLEX LLC 06/15/2006 2625 LARKSPUR LANE UNIT A VAIL COLORADO 81657 License: 390-L CONTRACTOR TERRAMONT BUILDING CONTRACT008/08/2006 PO BOX 3415 AVON COLORADO 81620 License: 339-A Desciption: CONSTRUCTION OF A NEW DUPLEX Occupancy Type Totals... Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,224,500.00 Factor Permit #: B06-0156 Project #: PRJ05-0110 Status ... . Applied..: Issued . . . Expires.....: Phone: 845-7797 Phone: (970) 47 ISSUED 06/15/2006 10/24/2007 02/05/2007 9-2950 ti 2 V Phone: 845-7797 Sq Feet Valuation 5,700 $1,224,500.00* Revision Valuation: $0.00 ss+*++s++s**s++++s+ss*++s++++s*s+s++*+*+++s+s++*+ss++*s++++++++ss FEE SUMMARY s++++s+++s++++s*s++s+++*s+++++*ss+s+s+s+s+++++++s+++ss+++++ Building---> $6,430.00 Restuarant Plan Review-> $0.00 Total Calculated Fees--> $11,577.50 Plan Check ---> $4,179.50 Recreation Fee-- $855.00 Additional Fees $0.00 Investigation-> $0.00 TOTAL FEES -------- -> $11,577.50 Total Permit Fee $11,577.50 Will Call----> $3.00 Payments > $11,687.50 BALANCE DUE > ($110.00) +++++++*+*s+*+*+*+s+++++s+++s*+s++++s++ +++++++*+s++*ss*++++**s+s*++*+s++s+++s++*++++s++*+ ++s**s++s++***+++++*s+sss*+**ssssssss++*s+s+s+++*s++as*+ Approvals: Item: 05100 BUILDING DEPARTMENT 08/08/2006 MROYER Action: AP 11/17/2006 jpiano Action: AP APPROVED NEW A2 AND 8 1/2 X 11 STRUCTURAL I THE MECH. ROOM 12/07/2006 JPLANO Action: AP APPROVED STRUCTURAL CHANGES 10/18/2007 jpiano Action: AP Approved moving dormer and enlarged deck, plan review due Item: 05400 PLANNING DEPA}ENT 06/15/2006 bgibson Action: COND see conditions 12/05/2006 bgibson Action: AP 12/05/06 changes approved (windows, utiiit, etc.) 10/17/2007 bgibson Action: PA 10/17/07 revisions approved Item: 05600 FIRE DEPARTMENT 06/23/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS 06/30/2006 gc Action: DN Need to provide into. on boulder retaining FoS, design parameters, and design assumtions. 08/08/2006 gc Action: AP Item: 05550 ENGINEERING CIVILS ##iif#########f##R########4f######f##i#######fi#f###########if########f#f4######iifi#if######i#ii##########fi#########if############f if#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 IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. ?I _ /)4?,, SIGNATURtO?' WER OR CONTRACTOR FOR HIMSELF AND OWNER E ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B06-0156 as of 10-24-2007 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/15/2006 Applicant: GARMISCH DUPLEX LLC Issued: 10/24/2007 Job Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Parcel No: 210311413014 ******************************************************************************************************** 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: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008183 For the "crawlspace" below bedroom #2: the "permanent raised floor" shall be a minimum of a 4 inch concrete slab with the volume below filled (gravel, foam, etc.) Cond: CON0008211 Fire sprinkler required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008212 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. APPLICATION WILL NOT BE ACCEr i cD IF INCOM ETE OR UNSIGNED BuDdiin Permit #: RQA.-O-lsi' 44 , TM ?isION 4TTOWN OF VAIL BUILDING PERMIT *Vtaq Separate Permits are required for electrical, plumbing, mechanical, etc.l 75 S. Frontage Rd. Vail, Colorado 81657 'All Revision submittals must include the Field Set of approved plans. No further insDections will be Derformed until the revisions are aDDroved. CONTRACTOR INFORMATION 17- Contact and Phone Vs: General Contractor: Town of Vail Reg. No.: 70 M --53;9 2- A i i cNTION: JOE, JR, CHARLIE, GREG, %,rmIS Contractor Signature- COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (Labor & Materials) REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ D TOTAL: $ PLUMBING: $ MECHANICAL: $ REVISE -- - For Parcel # Contact Eaqle County Assessors Office at 970-328-8640 or visit www.eaple-countv.com Job Name: pLkv?L Av?L?x Job Address: 2-V Legal Description Lot: &j Block: f f Filing„ Subdivision: f u1?,r? Owners Name Address: A IIo -? Phone: , o ao d <X?- ArchitectlDesigner: Address: Phone: - - - Phone_ ?OX - . Engineer.Address - REASON FOR REVISIONS: ( ) _ Work Class: New Add ion N Remodel Repair Demo Other O ( ) ( ) _... ( ) .,..., .. ) Work Type: Interior ( Exterior ( Both (yj -'-Fes an EHU exist at this location: Yes( ) No( Type of Bldg.: Single-family ( ) Two-family 90 Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: Z- No. of Accommodation Units in this building: 2 NO/TVDe of Fireplaces Existinq: Gas Appliances 0-4-Gas Loqs (Z}Wood/Pellet ( ) Wood Buminq ( )„ .No/Tvpe of Fireplaces Proposed: Gas Appliances ) Gas Logs ( )- Wood/Pellet ( ) Wood BuminqiSNOT ALLOWED) -_ 1. A Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ....'FOR OFFICE USE ONLY .. .......... .. F:bdev'FORMSIPermits\Buildinglbuilding_mvision_418-2007.doc Page 1 of 1 0 I o 4/18/2007 .UV APR/08/2008/TUE 10:24 AM NWCCOG FAX No. 97181208 0 P. 001/001 To: ' Charlie Davis Town of Vail, Co. Building Official From: Gene Morse, Lead Elevator Inspector 970-468-0895 ext. 108 or elevatorOnwc-cog-co.us Dane: 4/$/2008 Project Name: T ` ,c, mont C Tb acting Unit A B06-0156 ? Elevator Plan Review tA Elevator Test and Inspection to C Location: 2417 Garmish Dr. Vail, Co. Permit Number: NWCCOG 07-115 Elevator Type: Residt., itial Winding Drum ? The plans have been reviewed and found to conform to all applicable ASME 17.1 and IBC codes tZ The rated sp=J of the conveyance meets ASME A17.1 requirements, speed In-up direction 37 FPM, speed In down 36 FPM Id The Elevator at the above location was inspected and tested on 4/1/2008 and a: ? TEMPORARY Certificate; has been Issued. it FINAL Inspection Certificate; has been issued. ? NO certifi. a6; is being issued. ? FOR CONS i KUCTXON USE ONLY Comments: Signature ,' ). Northwest Colorado Council of Qot....; , ,ents. ? PO Box 2308 ? Silvsrthoms + CO ? 80498 970-488-0295 4 Fax 970-468-1208 ? www.nwc.cog.co.us Oct 24 07 01:41 p 1 ! 1 K-Guarantee Inc. lnsul?fion, There is a Difference. PO Box 189 1 Eagle, CO 81631 Ph: 970-376-6277 P.1 Cerificate of Installation Residence Location: Town 2417 Garmisch Drive of Vail Unit B OMin Vail, CO N 11JE COPY 0 Building Permit No. The C lulose Insulation professionally installed in this home was specified by K-Guarantee Inc. K-Guarantee Inc. requi the material to have an all Borate non-corrosive fire retardant. The cellulose insulation K-Guarantee Inc. install in this home was manufactured by Advanced Fiber Technology, 100 Crossroads Blvd. Bucyrus, OH 44820. Ph:419-562-1337. See attached Mfg's coverage chart for R-Values, Density and Coverage Insulated As lembly Depth (inches) 1 30 lb Bags 30 lb bags Square I R-Value Estimated Installed Footage 2x12 Ratters Netted & Blown 12.25" / R43 112 120 1772 Exterior Floors Netted & Blown 11.875" / R45 78 80 1133 Exterior Light Adhesive spray 5.5" 1 R21 219 218 7012 Crawl Space Walls 2" 1 R8 2 3 80 K-Guarantee Inc. authorized quantities & quality control representatlve: A176-0172C IN : ) P f 0 4(" C'"J Towwv c4 VAX L Fr4x : y7°l -- gySZ W L---., 1012Y10-1 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 NEW (SFR,P/S,DUP) PERMIT Job Address: 2417 GARMISH DR VAIL Location.....: 2417 GARMISCH DR Parcel No...: 210311413014 OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT GARMISCH DUPLEX LLC 06/15/2006 2625 LARKSPUR LANE UNIT A VAIL COLORADO 81657 License: 390-L CONTRACTOR TERRAMONT BUILDING CONTRACT008/08/2006 PO BOX 3415 AVON COLORADO 81620 License: 339-A Desciption: CONSTRUCTION OF A NEW DUPLEX Occupancy Type Totals... Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,224,500.00 Permit #: Project #: Status ... . Applied .. Issued . . . Expires.....: B06-0156 PRJ05-0110 ISSUED 06/15/2006 11/17/2006 02/05/2007 Phone: 845-7797 Phone: (970) 479-2950 Phone: 845-7797 Factor Sq Feet Valuation 5,700 $1,224,500.00* Revision Valuation: $0.00 ************************s***s******************s**********s****** FEE SUMMARY *s****************a********a****x****a************s**s**x* Building ------ > $6,430.00 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $11,687.50 Plan Check ---> $4,179.50 Recreation Fee------------ > $855.00 Additional Fees------------ > $0.00 Investigation- > $0.00 TOTAL FEES------------ > $11,687.50 Total Permit Fee-----------> $11,687.50 Will Call-----> $3.00 Payments ------------------- > $11,687.50 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 08/08/2006 MROYER Action: AP 11/17/2006 jplano PAGES FOR THE MECH. ROOM 12/07/2006 JPLANO Item: 05400 PLANNING DEPARTMENT 06/15/2006 bgibson 12/05/2006 bgibson utility boxes, etc.) Item: 05600 FIRE DEPARTMENT 06/23/2006 JJR Action: AP APPROVED NEW A2 AND 8 1/2 X 11 STRUCa-uxAL Action: AP APPROVED STRUCTURAL CHANGES Action: COND see conditions Action: AP 12/05/06 changes approved (windows, Action: COND See conditions. Item: 05500 PUBLIC WORKS 06/30/2006 gc Action: DN Need to provide info. on boulder retaining walls. FoS, design parameters, and design assumtions. 08/08/2006 gc Action: AP Item: 05550 ENGINEERING CIVILS 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. SIGNATUMF)OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF i 0 CONDITIONS OF ArrKOVAL Permit #: B06-0156 as of 12-07-2006 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/15/2006 Applicant: GARMISCH DUPLEX LLC Issued: 11/17/2006 Job Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Parcel No: 210311413014 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: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008183 For the "crawlspace" below bedroom #2: the "permanent raised floor" shall be a minimum of a 4 inch concrete slab with the volume below filled (gravel, foam, etc.) Cond: CON0008211 Fire sprinkler required and shall comply with NFPA 13R(2002) and WES standards. Cond: CON0008212 Monitored fire alarm system required and shall comply with NFPA 72(2002) and WES standards. ® • ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060002067 Amount: $122.04 12/07/200610:45 AM Payment Method: Check Init: DDG Notation: Colorado Craftsmen Inc. 4053 ----------------------------------------------------------------------------- Permit No: B06-0156 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $11,687.50 This Payment: $122.04 Total ALL Pmts: $11,687.50 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 7.30 PF 00100003112300 PLAN CHECK FEES 114.74 • .• 1 1 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Gf Building Permit ry??si?e?.LI '. i T via REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are auDroved. *** CONTRACTOR INFORMATION General Contractor: N Town of Vail Reg. No.: Contact and Phone Xs: 370 ATTENTION: JOE, JR, CHARLIE, GREG, CHRIS .- Contractor Sig ature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (Labor & Materials) OD LECTRICAL: $ ? OTHER: $ - -- REVISED AMOUNT: $ . E PLUMBING: $ u MECHANICAL: $ ! REVISED TOTAL: $ For Parcel # Contact Ea,ale Countv Assessors Office at 970-328-8640 or visit www.eactle-countv.com _ 01'_SC7_ OltO 0 T FEZ 806=01-56 U El.. 3 q Job Name: Job Address: ?.S.G p Block. ?F!lin9. Subdiivision:(fXf/L A.?5SCf1?di' --- Nametion Lot. ..........._ ,:.. ---- -. _. _ ,..__ ._. ...._.. _- Addr LegalOwDersDescri ?I7D 380-.53 e,a D x ,? Y/S Qi/hA/r?J 8/? Zfl Phone - Phone: Architec sign 1 1 ddre s: i? 0 q74 LF I 1 ....... ....... En x ?`z 9 sneer: Aduress: Phone: ,l/? I'I'I -_?.e???--? ? -o y??? o ??•.,,??c $/6S, ..---?? "?t3 ?1 REASON FOR REVISIONS: Rvs ?•ru?c?sss,,e,?, OVAb'SG*d ilev, -14???FS?f/?lv,o?iF/LSD ?'fS<i co/L P/?S f Work Class: New' Addition( ) Remodel( ) Repair( ) Demo( ) Other( Work Type: Interior ( ) Exterior ( Both-'( ) Does an EHU exist at this location: Yes( ) No Type of Bldg.: Single-family ( ) Two-family (A Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) g Units in this building- mo -_- N. ofAccom No. of Existing Dwellin Units in this building: o dation - - yp places Existing: Gas Appliances) No/T a of Fire of Fireplaces Proposed: Gas Appliances () Does a Foe Alarm Exist: Yes ()c)- Gas Logs ( ) Wood/Pellet (-) Wood Gas Log Does a Fire d/Pe let )Wood Burning (NOT ALLOWE[ s ( ) Wood/Pellet S?-tem - ? yK ys Exist: Yes ( No ( ) (,d/L ....... ... FOR OFFICE USE ONLY*** .......... ..' ?i yIE ?? F:\cde\AFORMS\Perrnits\Buiiding\building_revision_11-23-2005.doc Page 1 of 2 - 12/8/2005 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 NEW (SFR,P/S,DUP) PERMIT Job Address: 2417 GARMISH DR VAIL Location.....: 2417 GARMISCH DR Parcel No...: 210311413014 OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT GARMISCH DUPLEX LLC 06/15/2006 2625 LARKSPUR LANE UNIT A VAIL COLORADO 81657 License: 390-L CONTRACTOR TERRAMONT BUILDING CONTRACT008/08/2006 PO BOX 3415 AVON COLORADO 81620 License: 339-A Desciption: CONSTRUCTION OF A NEW DUPLEX Occupancy Type Totals... Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,223,000.00 Permit #: B06-0156 Project #: PRJ05-0110 Status ...: ISSUED Applied ..: 06/15/2006 Issued . .. 11/17/2006 Expires.....: 02/05/2007 Phone: 845-7797 Phone: (970) 479-2950 Phone: 845-7797 Factor Sq Feet Valuation 5,700 $1,223,000.00* Revision Valuation: $0.00 **s*******s*************s**************************************** FEE SUMMARY ********************************************************** Building ------ > $6,422.70 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> Plan Check ---> $4,174.76 Recreation Fee ------------ > $11,5.46 Investigation- > $855.00 Additional Fees ------------ > $0 $0.00 $0.00 TOTAL FEES ------------- > $11,565.46 Total Permit Fee-----------> $11,565.46 Will Call-----> $3.00 Payments ------------------- > $11,565.46 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 08/08/2006 MROYER Action: AP 11/17/2006 jplano THE MECH. ROOM Item: 05400 PLANNING DEPARTMENT 06/15/2006 bgibson Item: 05600 FIRE DEPARTMENT 06/23/2006 JJR Item: 05500 PUBLIC WORKS Action: AP APPROVED NEW A2 AND 8 1/2 X 11 STRUCTURAL Action: COND see conditions Action: COND See conditions. 06/30/2006 gc Action: DN Need to provide info. on boulder retaining FoS, design parameters, and design assumtions. 08/08/2006 gc Action: AP Item: 05550 ENGINEERING CIVILS 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 z 'ng and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of th a own applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN A f)/? E, HONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. / SIGNATU)kE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF CONDITIONS OF AYrKOVAL , Permit #: B06-0156 as of 11-17-2006 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/15/2006 Applicant: GARMISCH DUPLEX LLC Issued: 11/17/2006 Job Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Parcel No: 210311413014 CONDITIONS Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND ArrKOVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008183 For the "crawlspace" below bedroom #2: the "permanent raised floor" shall be a minimum of a 4 inch concrete slab with the volume below filled (gravel, foam, etc.) Cond: CON0008211 Fire sprinkler required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008212 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060002005 Amount: $122.05 11/17/200611:51 AM Payment Method: Check Init: LC Notation: #4049/colorado craftsman ----------------------------------------------------------------------------- Permit No: B06-0156 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $11,565.46 This Payment: $122.05 Total ALL Pmts: $11,565.46 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 7.30 PF 00100003112300 PLAN CHECK FEES 114.75 • APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit #: Tmff v ; REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.l 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. NoJurther insaections will be preformed until the revisions are aaaroved. *** CONTRACTOR INFORMATION General Contractor: 'Ti:,;RR N0Ov Town of Vail Reg. No.: Contact and Phone #'s: 33q -A Leo 3?v-5392, OW39)-746 ATTENTION: JOE, JR, CHARLIE, GREG, CHRIS Contractor Sign toga /-)4Uz't? A, COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (Labor & Materials) REVISED AMOUNT: ;-)1900 ELECTRICAL: $ OTHER: $ -- PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit www.eaale-countv.com _..___ - ---_--- . y - ------. __- - 210,3 11q /,30( Job Name: ; 2Yr? ?!4/???5?? Job Address:.2*7 Filing_(/.HL..!? C D'w?l Subdivision: Legal . Descri_P tion ?_..__. Lot: .?_ / Block: Owners Name l : - Address: - Phone: N ?9. D X38 2 id?^.,?fc. ? ? Architect/Designer. Address: Phone: . ?TI?f/ ?D ?3v,c y7o (F??GIJ b'?ti3---- - 328 -OSt 2 Engineer: Address: Phone: /IC12nj ( 0 80K ?(S?Z rc. REASON FOR REVISIONS: -- -010r. f?9 / J?. ._.,.® I ' I ? . !_...... -JAM Work Class: New 0 Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Q this location Yes( ) No ( ) Exterior Both( ) -? Does an EHU(exist at -' ' Work Type: e• Interior` (f Multi-famil Oth ( ) Type of Bldg.: Single-family Two-family ( Y Commercial Restaurant ( ) ( ) ( ) er _..__ No. of Existing Dwelling Units in this buildin : N No. of Accommodation Units in this building: No/Tvpe of Fireplaces Existinq: Gas Appliances ( ) Gas Logs (-) Wood/Pellet -) Wood Burning ( ) ) ) olTvpe of Fireplaces Proposed: Gas Appliances Gas Logs ---- Wood/Pellet o -----......_od/Pellet (.. Wood Burning - ( ) ( ) - ?- -_._ es -Exist- -:n!nY? Does 'a Fire Alarm Exist: Yes No Does a Fire Sprinkler S?tem- - . ......... ............................... rOR OFFICE USE ONLY' ................. .................. v_ `Z2 12/8/2005 F:kdev1FORMS\Permits\Buildinglbuilding_revision_11-23-2005-doc Page 1 of 2 V a> ( ) No( ) 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 NEW (SFR,P/S,DUP) PERMIT Job Address: 2417 GARMISH DR VAIL Location.....: 2417 GARMISCH DR Parcel No...: 210311413014 OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT GARMISCH DUPLEX LLC 06/15/2006 2625 LARKSPUR LANE UNIT A VAIL COLORADO 81657 License: 390-L CONTRACTOR TERRAMONT BUILDING CONTRACT008/08/2006 PO BOX 3415 AVON COLORADO 81620 License: 339-A Desciption: CONSTRUCTION OF A NEW DUPLEX Occupancy Type Totals... Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,221,000.00 Permit #: Project #: Status ... . Applied .. Issued . . . Expires.....: B06-0156 PRJ05-0110 ISSUED 06/15/2006 08/09/2006 02/05/2007 Phone: 545-7797 Phone: (970) 479-2950 Phone: 845-7977 Factor Sq Feet Valuation 5,700 $1,221,000.00* Revision Valuation: $0.00 ***s*******s*************?s**************************a***r****** FEE SUMMARY s***s****s********s?**********************s*s*********** Building ------ > $6,415.40 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $11,443.41 Plan Check ---> $4,170.01 Recreation Fee ------------ > $855.00 Additional Fees -----> $0.00 Investigation-> $0.00 TOTAL FEES ------------- > $11,443.41 Total Permit Fee-----------> $11,443.41 Will Call-----> $3.00 Payments--------- --> $11,443.41 BALANCE DUE > $0.00 s****************r*ss*******x******?********************?*r?s*********?************?*??******sr**r*ss*****e*s***?*?****?****?*?****************** Approvals: Item: 05100 BUILDING DEPARTMENT 08/08/2006 MROYER Action: AP Item: 05400 PLANNING DEPARTMENT 06/15/2006 bgibson Action: COND see conditions Item: 05600 FIRE DEPARTMENT 06/23/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS 06/30/2006 gc Action: DN Need to provide info. on boulder retaining walls. FoS, design parameters, and design assumtions. 08/08/2006 gc Action: AP Item: 05550 ENGINEERING CIVILS E 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. SIGNATURE OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF CONDITIONS OF APPROVAL Permit #: B06-0156 as of 08-09-2006 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/15/2006 Applicant: GARMISCH DUPLEX LLC Issued: 08/09/2006 Job Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Parcel No: 210311413014 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: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008183 For the "crawlspace" below bedroom #2: the "permanent raised floor" shall be a minimum of a 4 inch concrete slab with the volume below filled (gravel, foam, etc.) Cond: CON0008211 Fire sprinkler required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008212 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. 0 0 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001185 Amount: $7,273.40 08/09/200609:37 AM Payment Method: Check Init: DDG Notation: Terramont Building Contractors 3315 ----------------------------------------------------------------------------- Permit No: B06-0156 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $11,443.41 This Payment: $7,273.40 Total ALL Pmts: $11,443.41 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- Description --- Current Pmts BP 00100003111100 -------------------------- BUILDING PERMIT FEES - ------------ 6,415.40 PF 00100003112300 PLAN CHECK FEES -2,085.01 PF 00100003112300, PLAN CK - project GFP012 2,085.01 RF 11100003112700 RECREATION FEES 855.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 je i 0 0 APPLICATION NYILL NOT BE ACCEPTED IF INCOMPLc i c OR UNSIGNED Project #: Building Permit #: TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.l 75 S. Frontage Rd. Vail. Colorado 81657 CONTRACTOR INFORMATION General Contractor. _ `Town of Vail Reg. No.. Contact Personarid. _ P...._.hon. _e- _#`_.s:_ TEA zqo .5-- 7 ?S a - - '- -......_.._.__. Email adder Arr At may' . _, ..? #iL I PP Contractor Signature 41t 1A, ....... .. COMPLc i c VALUATIONS FOR BUILDING PERMIT (Labor & Materials) NG $ 701D Q LEA i mICAL: $ OTHER: $ 1 _ PLUMBING... _.. ???.iG.. ........ MECHANICAL $ TOTAL $ ..__ O _ _ . .......... ......__ .... . _ .... _..... For Parcel # ContacI a? E ? 13D iCounty Assessors Office at970-32"640 or visit . www. ea?Je-c991?_com o T /41-/c rv? Z 1/,fIL A,isfvN' Job Name:. - -- Job Address PLkvsG AU PLa (7 12 Ai ESG.if_ Legal Description Lot• Block: P4 , f FUm Subdivision `r `. ... , . ....__._. Ld . , .. _...... Owners Name: Addressi ? ,W.._ ..... ..... ?.. _.... _.. 774 7 Architect/Designer AddresW 0 o _- _ gibs ( ('hone: 32S 4S9 - -- one: Engineer Address ..... ......_._.. ... .. .... .._._._ _. W...__..._... -?----___._ ,_.... ..?:-„-n,.??..,?„? Ph...... . _._ , ?--. ,., .,..,,,.._,_.._ Detailed description of work: .??x oti s7f? ? ?? Work Class: New (-• Addition( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) ?._.,......, _ - -- ? ----. _.? ype: Interior ( ) Exterior ( ) Both (?1j TDoes an EHU exist at this ....'orion: Yes ( ) No ( ) Work T ' . .... _?_.- .-_..... ._ _ -.. . -- --..-........:.... _.. ._.....? _ .. ..__... --?--?- -----... _... _......_... _... Type of Bldg. Single-family ( ) Two-family Multi-family ( ) Commercial ( ) Restaurant ( ) Other .. 4.X!91/"../Y-'.• Accommodation Units in this budding: No. of Existing Dwelling Units in this building: No. of NoJT of Fireplaces Existi Gas Appliances (6? r Gas Logs ( ) Wood/Pellet __ n,/,, ..?:, -. _...._.... ,.. . (- Wood Buminq ( - ys / 1 Wood Burning (NOT ALLOWED) ,. NoJT of Fireplaces Proposed: GasLoos ) e et pe Gas Appliances , . S nnkler S tern Exist Yes No Does a Fire Alarm Exist Yes ( ) No ) Does a Fire . .......... "FOR OFFICE USE ONLY'.... « . D a?6 0 8 z?6 F:\aie?\wRMSVtnT ts\BuPcing\building.,, : : DOC Page 1 of 16 TO` yVA ? 1?' ' - 0 0 ....................................................... Filed for record the .......................................................................................................... day of A.D. at ....................................... o'clock M. ............................................................................ . RECORDER. Reception No. By DEPUTY. WARRANTY DEED THIS DEED, made on this day of AucTust 01, 2006 _ betwee I;I 1 I iI -I GARMISCH DUPLEX, LLC, A COLORADO LIMITED LIABILITY COMPANY t? i AUG 0 8 2006 I?L) of the II County of EAGLE and state of COLORADO ! I " of the Grantor(s), are -I GEORGE W. PLAVEC, III TO'! IN n,-, V AIL whose legal address is : PO BOX 3415 AVON, CO 81620 of the County of EAGLE and State of COLORADO of the Grantee(s): WITNESS, That the Grantor(s), for and in consideration of the sum of ($750, 000. 00 ) *** Seven Hundred Fifty Thousand and 00/100 *** DOLLARS the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the Grantee(s), his heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of EAGLE and State of Colorado, described as follows: LOT 14, BLOCK H, VAIL DAS SCHONE FILING NO. 2, ACCORDING TO THE RECORDED PLAT THEREOF, COUNTY OF EAGLE, STATE OF COLORADO. also known as street number 2417 GARMISCH DRIVE / SUB:VAIL DAS SCHONE FIL 2 BLK:H LOT:14 VAIL TOGETHER with all and singular and hereditaments and appurtenances thereto belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right title interest, claim and demand whatsoever of the Grantor(s), either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described with appurtenances, unto the Grantee(s), his heirs and assigns forever. The Grantor(s), for himself, his heirs and personal representatives, does covenant, grant, bargain, and agree to and with the Grantee(s), his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, Subject to general taxes for the year 2006 and those specific Exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Grantee(s) in accordance with Section 8a (Title Review) of the Contract to Buy and Sell Real Estate relating to the above described real property; distribution utility easements, (including cable TV); those specifically described rights of third parties not shown by the public records of which Grantee(s) has actual knowledge and which were accepted by Grantee(s) in accordance with Section 8b (Matters not Shown by the Public Records) and Section 8c (Survey Review) of the Contract to Buy and Sell Real Estate relating to the above described real property; Inclusion of the Property within any special tax district; and, the benefit and burdens of any declaration and party wall agreements, if any, and other The Grantor(s) shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the Grantee(s), his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, and the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF the Grantor(s) has executed this deed on the date set forth above. GARMISCH DUPLEX,ILL?C BY: SHAWN WEYRAUC STATE OF COLORADO ) .? - ' - . " . " - " " ' ' " )ss. HENRY JAMES County of EAGLE ) NOTARY PUBLIC STATE OF COLORADO , - ---------------- - My Commission Expires Dec. 30, 2009 The foregoing instrument was acknowledged before me on this day of August 01, 2006 by SHAWN WEYRAUCH AS MANAGER OF GARMISCH DUPLEX, LLC My commission expires ? Z1 l I F0 Witness my hand and official seal. Tl? Noly ublic Name and Address of Person Creating Newly Created Legal Description ( 38-35-106.5, C.R.S.) Escrow# V50015563 When Recorded Return to: GEORGE W. PLAVEC, III Title# V50015563 Form 82 08/29/04 WD.OPEN WARRANTY DEED (Photographic) ................... --- .....................---- ---- ------- - - PO BOX 3415, AVON, CO 81620 (3643162) 81 O Town avan • (IFFICE tOPY C,TORS INC. COST B?'DNov R I-lEFT ?TERR??O13T FAX To: op Q PA601(? From: ZySZ Date- Zit (7 Subject pa??: Z ,,.arm , .5" 4 SP TeX to(o sp p(Sto rlu6 08 07 07:50a *Bl 9724 2072 P.1 x? 1 x? X X& GREAT DIVIDE COI* i nUCTIO INC. P.O. BOX 2574 VAIL, CO 81658 (303) 476-2072 HELICAL PIERING INSTALLATION RECORD CLIENT NAME: TERRAMONT BLDRS I JOB NO.: 103507 ADDRESS: DATE: August 8, 2007 JOB ADDRESS: GARMISCH DR., mUCTURE NEW CONST. DECK VAIL TYPE: PIERS z PIER 1 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 HELICES ! DRIVE , DEPTH LENGTH HEAD 806 SK 16' 8"5' 5K 29' 8"5' 5K 21' 8"5' SK 15' 8"5' K 8 K 8"5' K i 8"5 K 8"5' f K _-- 806 K 8"5' K 8"5' K 8"5' K 8"5! K 8'S' K 8"5 K INSTALLATION PSVrORQUE 1400/3000 1200/2500 120025M 10002000 LIFTING FORCE APPLD STRUCTUREI REMARKS MOVEMENT SHEAR 6P SHEAR 5P SHEAR SP SHEAR 4P BOBCAT TIME L?1: BOBCAT TIME OUT: LABOR TIME: TECH.: COMMON LABOR: NOV-14-2006 10:05AM FROM-ME INC 3030600204 T-310 P_002/002 F-045 ,Koechlein Cons ultin(&Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy • Sure 116 • Lakewood, CO 80228-2845 www.KCE-Denvcr.com LAKEWOOD AVON15ILVERTHORNE (303)989.1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX November 13, 2006 George Plavel. PO Box 3415 Avon, CO 81620 Subjecr: Excavation Observation for Propc,sed Duplex 2417 Garmish Drive Vail, Colorado Job No. 06.137. As requested, a representative from our ofb.;e observed the foundation materials exposed in the open excavation for the proposed duplex at the subject site on November 6, 9, and 13, 2006. The purpose of our observation was to verify that the r.?r.. bearing material had been exposed ir. the excavation for the proposed duplex in accordance with our geotechnical investigation report, Job No. 03-002, dated January 11, 2005. The depth of the excavation for the proposed duplex varied from 5 to 27 feet in depth. The material exposed in the bottom of the excavation consisted of natural, reddish-brirwn, dry to moist, stiff to very stiff, sandy clay with scattered gravel and cobbles. At the time of our visit, the natural soils in the base of the excavation had been compacted. If any areas of the excavation become disturbed prior to foundation construction, we recommend that any loose soils be removed or compacted prior to placement of concrete, Provided the above recommendation is followed, It is our opinion that the materials exposed within the excavation will support a spread footing foundation system designed for a maximum allowable soil bearing pressure of 4,000 psf, as recommended in our aforementioned report. Our opinion is ba:xd on the foundation subgrade being remaining dry, unsaturated, frost free, and properly compacted during construction. The opinions presented in this letter are based on our previous investigation and on observation of the materials exposed at the base of the foundation excavation. It is po::sible that subsurface conditions could cltan.-e below the exposed foundation excavation, We appreciate the .,.,,.. -miry to provide this s,vvice. If we can be of further assistance, please contact our office. TING ENGINEERS, INC. Scott B. Myers. P.E. Senior Engineer (3 copies senr) 'e 1?. - cl (r G Nov i 5 z3Gs TOWN OF VAIL KRM CONSULTAN INC. JOB 2417 GormiseDr. ##0604-09 P.O. Box 4511 SHEET NO. SK-8 OF S1 Vail, Colorado 81658 DRAWN BY MPS DATE 11 /14/06 (970) 949-9391 CHECKED BY DATE Fax (970) 949-1577 SCALE 1 /4" = 1'-0 DESIGN CRITERIA: 2417 GARMISCH DR. JOB # 0604-09 Roof Live Load (Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80/100 ps; ea M:? Roof Dead Load ----------------------------------- 15 psf a?w e Floor Live Load ------------------------------------ 40 psf Floor Dead Load ----------------------------------- 30 psf % .• Deck Live Load ------------------------------------ 15/65 sf ?C`•••...,o'?CZ?: Deck Dead Load ----------------------------------- 100 psf ?SSION?` Wind (3 Second Gust) -------------------------------- 90 mph xp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT 5 IBC/IRC Edition ------------------------------------ 2003 FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 4000 psf (dead load plus full live load). b. e aining walls have been desi la o 6 C. Footings shall be place u disturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report #05-002 by Koechlein Consulting Engineers, Inc. The contractor shall follow the construction requirements from this some report. e. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. f. Provide crawl space ventilation per IBC/IRC requirements. g. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Report any discrepancies from original findings to structural engineer for re-evaluation of foundation design. h. Backfill around and above structural buttresses and retaining walls shall be compaction-tested per the recommendations of the geotechnical engineer. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28-doy compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1-II sulfate-resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall have sown or tooled control joints at a maximum spacing of 15'-0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists (#11 bar and smaller) 3/4" B. Beams, columns 1 1/2" DCIAIC(1D/`IAIC CTCCI KRM CONSULTANI9 INC. P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 TED FILL ON OF CRUSHED N SLAB - . TOTAL DEPTH aal REG c c /` 3116 A l?tl s? jos 2417 GARMISO DR. ##0604-09 SHEET NO SK-10 of S7 DRAWN BY MPS DATE 12/20/06 CHECKED BY DATE SCALE 3/4" = 1'-0 CE n JAI! Z^37 T?• E 2/S5 FOR TOP OFl -A 'i Qf y?L ALL INFORMATION AL DECK I SLOPE SLAB V.I.F. T.O. SLAB CURB ?- 8" MIN. 3'-0" MAX. hZ-21, ? 0 TYP. 4' 4" ON 1 1/2" ---/ OSITE METAL VULCRAFT OVED NT (5" PTH) REINF. 2.1 xW2.1 NT _ED WALL 2S CONT. HORIZ. OT. 6EE PLAN O.F. VOID SPACE NOT TO BE BACKFILLED HIGHER THAN SHOWN N"i e ° d ° Td I d? d ° d ° / ¢#5's VERT. Q 16" O.C. CONT. L4x4x1/4 w/ 5/8"Ox7" EXP. ANCH's @ 3'-0 O.C. TYP. (PROVIDE 6" EMDED. INTO CONC.) - ? 1 1/2" LTWT. CONC, TYP. 97'-0 T.O. PLYWD. I-JOISTS PER PLAN, TYP. 86'- 0 T.O. PLYWD. © TYP. LEDGER PER PLAN, TYP. ##5's CONT. HORIZ. @ 16" O.C. z ##5 D WL S x c° _ d @ 48" 0. C. L` Z 10" 0 4" CONC. SLAB PER PLAN ? d ##5's @ 24" O.C. TRANSV. SEE PLAN a T.O. SLAB ° d .Otb KRM CONSULTANI0 INC P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 (??' eNlm aCCC ? i a`Q. C?4i fro r I 4167 ? x4t V.I.F. T.O. SLAB POUR STOP CONCRETE CURB BY OTHERS SLOPE SLAB 8" MIN k 5" SLAB ON 1 1/2" - VLR COMPOSITE METAL DECK BY VULCRAFT OR APPROVED EQUIVALENT (5" TOTAL DEPTH) REINF. W/ 6x6 W2.1xW2.1 W. W. F. 8" CONC. WALL. REINF. W/ --- #5's @ 16" EA. WAY W/ o #5 DWL's @ 8" O.C. x ?_i INTO FDTN. WALL. cli ALTERNATE HOOK 1'-0 DIRECTION PERMANENT SOIL-NAILED RETAINING WALL BY OTHERS #5 DWL'S x 2'-0 @ 16"---,. jos 2417 GARMISO DR. #0604-09 SHEET NO SK-11 OF S7 DRAWN BY MPS DATE 12/20/06 CHECKED BY DATE SCALE 3/4" = 1'-0 UNCOMPACTED FILL ON 4" LAYER OF CRUSHED GRAVEL ON SLAB - 3'-0 MAX. TOTAL DEPTH OVER METAL DECK ° a SEE 3/S8 FOR TOP OF WALL INFORMATION a #5's VERT. @ 16" O.C. @ a ° G 3'-0" MAX. L4x4x1 /4 w/ 5/8"0x7" EXP. ANCH's @ 3'-0 O.C. °a TYP. (PROVIDE 6" EMDED. INTO CONC.) a a BCI BLKG. PANELS IN FIRST JOIST SPAT (5)-8d NAILS INTO PANEL, TYP. a 1 1/2" LTWT. CONC, a - - 8E i i --T-15T T. ixl CONT. TREATED 2x12 ° (2)-16d DRIVE PINS O.C. #5's CONT. HORIZ. @ 16" #5 DWLS x 110 @ 48" 0. C. N 1'-6 (2)-#5's CONT. HORIZ. TOP Ar ROT KRM CONSULTANJD INC P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 1/2" 0 x 10" A. B.'s @ 48" O.C. IN CONT. TREATED 2x8 R SEE PLAN T. 0. W. Z 00 • • 3 ? ,ti • t e ?I u 1 till joF 2417 GARMI* DR. #0604-09 SHEET NO. SK-12 of S8 DRAWN BY MPS DATE 12/2006 CHECKED BY DATE SCAIF 3/4" = 1'-0 p d a p d p d I? p ? it #5 DWLS x I ° @ 8" 0.C. 10" SEE PLAN N T.O.F. ? o. ? ? d d p PERIMETER DRAIN PER SOILS ENGINEER 1'-10" IN FIRST JOIST SPACE W/ (5)-8d NAILS INTO EA. PANEL, TYP. 1 1/2" LTWT. CONC. - SEE PLAN i ixT--?- T. 0. PLYWD. ziJOISTS PER PLAN CRAWLSPACE #5's @ 12" O.C. HORIZ. #5's @ 16" O.C. VERT. d ? d p p 8° 3'-2" #5's @ 12" O.C. TRANSV. `5)-#5's CONT. LONGIT. 8" CL J U NO 3 SCALE: 3/4" = 1'-0" S8 KRM CONSULTAN INC P.O. Box 45 Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 2x6 STUDS Q 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING 1 1/4x11 7/8 LSL RIM, TYP. 1/2" 0 x 10" A. B.'s @ 48" - O.C. IN CONT. TREATED 2x8 R J, SEE PLAN Y T. 0. W. z 0. 2 S5 JoR 2417 GARMISIO DR. #0604-09 SHEET NO. SK-13 OF S5 DRAWN BY MPS DATE 12/20/06 CHECKED BY DATE SCALE 3/4" = 1'-0 k F ® j s`De 1 1/2" LTWT. CONC. x i - SEE PLAN T.O. PLYWD. I R. L I-JOISTS PER PLAN a a SEE 12/S7 FOR WALL REINF. a a a a a SCALE: 3/4" = 1'-0" JUL/24/2007/TUE 08:12 AM NWCCOG FAX No.9704681208 JAN/13/2007/Flt l 01:23 FM FAX HQ. 97Q4S8?$ (}cvtil ?a lrlo rthw+est Colorado Coundl of Govenunents ELLIVATOR PERMIT APPLICATION penult* t)"7- t i' » 7.Lrpj F>V //i4. ; . 7 Receipt #, `,$ V- Total Fes ,? ??220 Data Paid • -7-,;?q- 677' Plan Reviewed and Ap jw ? by paw zUed P. 001 F. U02/UU'? nate I-aq-*-7 To elmvka- Dolma loam -- s4aanu* FWO # of P"es _a,;- This aectiun IN be carped tV NWdcOG Perna Rq*VtftN onto * AM the fbihnving must be contpNftd by the ekvwaw cem,tt ewr ** Inat matt loco" or MWOMO t1t1,11makd VAI muse a deity inIka Iicatiaa pro. ;.,j. PWM CoMple e a ?w+u, cJm appikWot per conv yance- ]urisdiL"M Burg PQ rmit # .?. /V 19-L ?. /` ,/? fob Addil' s ?.? °? / - ? 1 t i 1/ 4 0 00) . - ZIMA r' r Bugdbtg or FtoRaeaw+i'nlvs"tf Nainnq,.,,'?? ,rro,.mm on ?- Ayt ?n - - owner MailingF? "-, PhGM aF Rc ? -sga FAX WOMW Marring acla (? A-. 0i? 99 gone # 9 a -- ° / r-ex 2.-Vi - -3 ~' ?'? ex?ir+a is ono weir lbir Haar and abc ?l?i?;,,?;l?tl0lsfik *'? ?---. view sasront uniti sir ooiMra+?t # ?1 0 ?'?'?-? ?- ? • At?ratiow {ai+taa . tv&s??1P+#1 o CM c (7 r .!! P"_. 4M? ¦ 4 i [?,: _: ,? C?rtifyihat•I have read and rxarrdned ttiis? oa'linelyirk ??r. bitht, . wrti? and knovK tMr same be true and a ..t. M p chdskM OF up bat am p ;?1r00p of vacation = $350-W laws and wdkmm gd+re xV this fte or wwkvA-§ tie OM $3D.WO of valuation = $W.04 On #8.00 far each lied vdth whodw specified hw4dn or nqL The granfft of #i,00QQ0 or ttaclion L'. ? ... aver ?50,OOQ.QO a P dc" N*,1 w arrfe to give, auforsy to vkOft or.. . J the prowwwo of arty affair iho or local taw ruw%ft LNt, bseabwaiter o• pe9vafae ra se N9ya?apt ... a ov the pwl'. ,,« . of up to and hedrdkg $MAW of vwuapnrt, i v ? 4 ,$ Omw $W OW of vdoatton = $25000 plus $3.00 to each l 1 ?I-A 0 ?"O?QAO °r f?oei :.?--. aver ?O,?Oa0.00 Signature Or aotltt...' agent Deft MAM A121* i NO gar major afwm. ,. deaf be as set Roth In. Tabae 3-A of Me Unift= AdmfrL.:.:.ne Cade Cr'TaW i-A. slgnaaurs of owner Date I Sevator plan review and field laspectionswifl be =ducted by the Northwest Q)lorade Cvurldi of Gomm erg. Plans wtB be ftworded W NWCOW for review and appr seal. Sdwdule inure.;-„ ..s by ?:,Cdlig the NWuw%a Qeva x 2mwector at 1970-460-0295extIOB. Please make dmdos.vaXab1e W N1+1?=M i/= JUL 2 4 2007 NWCCOG JUL/24/2007/TUE 08:13 AM NWCCOG FAX No. 970 681208 P.002 1AN/19/2007/F11 01:23 FM FAX No. 97045$ F. 002101Y2 plorthw Colorado looundl of Govemments TO ELEVATOR PEMIP APPLICATION From Penult ?PdK* r'otal lea Po ° Dana P?>Id y ?l ?7 5 o * of Pam Plan Roviswad and Approved by DAM Xsmaed . This sectbnn fia tae plebad dN P 01-1 o ion Olaf ** AN 133 fblbwing must be cwnpletad by the eWraftr contract ** 3naccara . IUt lble or mlwing bt?inna0 vdH cauft a delay bt;ttta aPPQR p. . ??... PkAX4C; complete a t,"c-rdW appllc ation per =weyanm 3vrh dt Sui`t}Unng) Peru t # , .? Ca ?(1???/s Co . .ryar I'tdAlwt V / I ?.??-???t1 \ ,h , G . ? c y?? auNding or IIQn?OWlillr'S Name 1 ej:ra??( dF vl j- ?aEn4 Ya _ . Owner J / rrC /?o Mailing Addread Phone ? ? 3R 0-- Pox # avntra?r C? T 7kn r . Cr-- - Moving Ar" a,,, f** verbeft ex rdl i n 9AIMI r for n ew;ps ind tlK TW summarm *'I MM (gl?rT AM Aw-M i ? wr,?r J .. 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VALUATION loervewr plan review and f1Wd mope Mns WIN be condUd ad by the Northwest C?fOa'ada CbuncH of Gave mments. P1am Wm be ,:.;fed to NINC,7COC for review and a,., ; rat. S?aedUte it?speztla? by Ang ItiVir 1r3 roRwtw at 97h-46o-0295 ? 108. Pkwe make che? iraYahle b? NWC 31 JUL 2 4 2007 , NCOO 16 PAGE 02 08/0;12006 12:12 9704792950 SHAWN WEYRA Garm isch Duplex LLC Shawn Wgmuch 2625 Larkspur Lane Unit A Vail, CO 81657 (970) 479-2950 Town of Vail 75 South Frontage Road Vail, CO 81657 970 479-2128 August 8, 2006 To Whom it May Concern: This letter is written to the Town of Vail to notify you that I wish to withdraw myself as the Contractor on record in the name of Garmisch Duplex LLC for 2417 Garnisch Drive Vail CO. I sold this property on August 1, 2006 and I request that the TOV perform no further work on my behalf and I do not expect any fiirther financial or other obligation or association concerning this k,auverty as I no longer have an interest in this r..rerty. My understandin- is that the new owner Ge„.e,? W. Plavec III will take over the project and continue working with the TOV in all capacities. To the extent that I am authorized to do so I authorize Mr. Plavec to benefit from any fees paid to date towards planning and permits and all m,.?,..:als presented to. and progress made with the TU V . "Thank you for all of the hard work your, staff has performed on this project. Sincerely, A . W Garmisch Duplex LLC By Shawn Weyirauch 08; 4,8/2006 12:12 9704950 SHAWN WEYRW TO: Town od Vail PRONE: FAX: 479-2452 FROM: GARMISCH DUPLEX LLC, SHAWN WEYRAULH PtiONE: (970)479-2950 CELL: FAX: (970) .479-2950 PAGES:. 2.- INCLUDING COVER PAGE 01 M LICAT#I WILL NOT BE ACCcr i cD IF INCOMPLc i c OR UNS Project # " d Building PeM# #: TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.l General Q tractor. rrVftzV l.? tex LL-C, CONTRACTOR INFORMATION Town of Qa Vail R No..:.. ? Contact PG??it ?i?d. ... . ' Ir 1'F(pl Fax #: .. .;C40- 4. tm ; 9C* tWPL.fX i:?LC. .lob Name i"ar? ' Job Address: ZA11 :?- C'x?rwtds bk. ... Legal Description Lot: Subdivision: _.... ... . _::.... .. .rri?... Address: r i4gjeS" t t P?one:c? W Arch' dress: i9C-?l? 6D Ph ne: . i" ?... _ - OS 1., 3?`...... description & work: ,veW (,( 4)trZX:" Work Class: New (4 Addition ( ) Remodel ( ) Repair ( ) Demo O Other ( ) Work Type: Interior( ( ) Exteri rioror( _. . . ......... .._.._...... ) Both V_) ._._-. ? .. ( ) No( ) Does an EHU exist at this location. Yes Type of . Bldg.: Single-family Two-family (C) Multi--family . ) Commercial ( Restaurant( ) Other ( ) No. of Existing Dwelling Units in this b bull din : Cl . .. No. of Accommod'° g tJ4n the building .. Fire Ir, aces Existi Gas ADDl piiances ( )Gas Logs ( ) Wood/Pellet ( )Wood Bums ) No/Type of x --.. _ . _. ... ! 4.. - NolT of Fire ., ces ! )Gas L (NOTALLOWED gi et Wood Bumin #?oes ypetaProposed;°Gas Ap ian Does ?a F rikier 3 _.._ ......_....... ,_ No p ystem Exist: Yes( ) No k + Page 1 of 16 02/09/2005 0 rE Design Review Board ACTION FORM 611Jilft WAMi.WY DEWLOPWW Project Name: WEYRAUCH RESIDENCE Project Description: Participants: NEW PRIMARY/SECONDARY RESIDENCE DRB Number: DRB050367 OWNER WEYRAUCH, SHAWN 07/25/2005 Phone: 479-2950 2625 LARKSPUR LANE, UNIT 'A' VAIL CO 81657 APPLICANT JOHN G. MARTIN ARCHITECT, LL07/25/2005 Phone: 970-328-0592 P.O. BOX 4701 EAGLE CO 81631 Project Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Legal Description: Lot: 14 Block: H Subdivision: VAIL DAS SCHONE FIL 2 Parcel Number: 2103-114-1301-4 Comments: Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax: 970.479.2452 web: www.vailgov.com BOARD/STAFF ACTION Motion By: Action: APPROVED Second By: Vote: Date of Approval: 05/10/2006 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0007934 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0007935 Monitored fire alarm svstem reouired and shall comnl with NFPA 72120021 and VFES standards. Cond: CON0008027 All Public Works Department requirements must be met at the time of building permit submittal. Planner: Bill Gibson DRB Fee Paid: $650.00 0 0 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060000812 Amount: $4,170.01 06/15/200602:48 PM Payment Method: Check Init: JS Notation: 1511/GARMISCH DUPLEX LLC ----------------------------------------------------------------------------- Permit No: B06-0156 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $10,588.41 This Payment: $4,170.01 Total ALL Pmts: $4,170.01 Balance: $6,418.40 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 4,170.01 0 0 1 TOWN OF VAIL ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBM1 I I tD WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMi I I tD WITH YOUR BUILDING PERMIT APPLICATION, • I have included the asbestos test and report with my building permit application applicant signature OR date • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) A - Q"t, t /I /0 applicant signature dote I OR • The building was constructed after October 12, 1988. The date of construction was original construction date applicant signature date F:\cdev\FORMS\Permits\Building\building_permit.DOC Page 4 of 16 02/09/2005 KOEALEIN CONSULTING ENGINIPERS, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINUERS GEOTECHNICAL INVESTIGATION PROPOSED DUPLEX 2417 GARMISCH LANE VAIL, COLORADO Prepared for: Sean Weyrauch 2625 Larkspur Lane Vail, Colorado 81657 Job No. 05-002 January 11, 2005 DENVER: 12364 West Alameda Prkwy., Suite 115, Lakewood CO 80228 (303) 989-1223 A VONISIL PER THORNE. (970) 949-6009 January 11, 2005 ® XOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers TABLE OF CONTENTS SCOPE EXECUTIVE SUMMARY SITE CONDITIONS PROPOSED CONSTRUCTION INVESTIGATION SUBSURFACE CONDITIONS RADON MOLD EXCAVATIONS GROUND WATER SHORING FOUNDATIONS SLABS-ON-GRADE FOUNDATION DRAINAGE LATERAL WALL LOADS RETAINING WALLS SURFACE DRAINAGE IRRIGATION COMPACTED FILL LIMITATIONS VICINITY MAP LOCATIONS OF EXPLORATORY BORINGS LOGS OF EXPLORATORY BORINGS LEGEND OF EXPLORATORY BORINGS GRADATION ANALYSIS RESULTS SWELL-CONSOLIDATION TEST RESULTS TYPICAL WALL DRAIN DETAIL TYPICAL RETAINING WALL DRAIN DETAIL SUMMARY OF LABORATORY TEST RESULTS 1 2 3 4 4 5 6 6 6 7 8 8 10 11 12 13 13 14 15 16 Fig. 1 Fig. 2 Fig. 3 Fig. 4 Fig. 5 Figs. 6 and 7 Fig. 8 Fig. 9 Table I L January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers SCOPE This report presents the results of a geotechnical investigation for the proposed duplex to be constructed at 2417 Garmisch Lane in Vail, Colorado. The approximate site location is shown on the Vicinity Map, Fig. 1. The purpose of this investigation was to evaluate the subsurface conditions at the site and to provide geotechnical recommendations for the proposed duplex. This investigation does not include a slope stability analysis for the proposed duplex. A slope stability analysis was outside the scope for this investigation; however, if the owner chooses, we may be contacted to provide a slope stability analysis once the final plans for the duplex have been completed. This report includes descriptions of subsurface soil and ground water conditions encountered in the exploratory borings, recommended foundation systems, and recommended design and construction criteria. This report was prepared from data developed during our field investigation and our experience with similar projects and subsurface conditions in the area. The recommendations presented in this report are based on a duplex being constructed at the approximate location indicated on the Locations of Exploratory Borings, Fig. 2. We should be contacted by the contractor and/or owner to review our recommendations when final plans for the duplex have been completed. A summary of our findings and conclusions is presented in the following paragraphs. ® • ? January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers EXECUTIVE SUMMARY 1. The subsurface conditions encountered in the exploratory borings Were similar. Subsurface conditions encountered in exploratory boring TH-1 consisted of very stiff to hard, sandy clay with scattered gravel, cobbles and boulders to the maximum depth explored of 32.0 feet. Practical drill rig refusal was encountered on a boulder at 32.0 feet. Subsurface conditions encountered in exploratory boring TH-2 consisted of very stiff to hard, sandy clay with scattered gravels, cobbles and boulders to the maximum depth explored of 40.0 feet. Laboratory test results indicated that the sandy clay has nil to low swell potential when wetted under load. 2. Topsoil was not encountered in the area of the exploratory borings, due to grading prior to our investigation. However, topsoil was observed in the • sides of the grading cuts to depths of approximately 1.0 foot at this site. Greater depths of topsoil could be encountered in the areas of the proposed construction. The topsoil should be removed from all construction areas prior to construction. The topsoil may be used in landscaping areas. 3. At the time of this investigation, ground water was not encountered in either of the exploratory borings to the maximum depth explored of 40.0 feet. However, this investigation was conducted during a dry time of year and ground water could be encountered during construction at wetter times of the year. Refer to the GROUND WATER section of this report for further recommendations. 4. We anticipate that the subsurface conditions at the foundation elevations for the proposed duplex will consist of natural, sandy clay with scattered gravels, cobbles and boulders. In our opinion, the natural, sandy clay will safely support spread footings for the proposed duplex. Refer to the FOUNDATIONS section of this report for complete recommendations. 5. We anticipate that the subsurface conditions at the slab-on-grade elevations for the proposed duplex and exterior slabs will consist of the natural, sandy clay with scattered gravels and cobbles and boulders. In our opinion, the natural, sandy clay will safely support slabs-on-grade for the proposed duplex with low risk of movement. Refer to the SLABS-ON- GRADE section of this report for complete recommendations. 2 ® Ir January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers 6. Due to the anticipated depths of excavation, it is our opinion that shoring could be required in order to proceed with construction of the proposed duplex. Refer to the EXCAVATIONS and SHORING section of the report for additional details. 7. Open cuts and excavations require precautions as outlined in this report in order to maintain the stability of slopes and sides of excavations. Refer to the EXCAVATION section of the report for additional details. 8. Because cobble and boulders were encountered in the exploratory borings, heavy-duty excavation equipment may be required to complete the required excavations. 9. Drainage around the proposed duplex should be designed and constructed to provide for rapid removal of surface runoff and avoid concentration of water adjacent to foundation walls. Refer to the SURFACE DRAINAGE section of this report for additional recommendations. 10. The potential for radon gas is a concern in the area. Refer to the RADON section of this report for additional recommendations 11. The potential for mold is a concern in new construction. Refer to the MOLD section of this report for additional recommendations. SITE CONDITIONS The proposed duplex will be constructed at 2417 Garmisch Lane in Vail, Colorado. Currently the site is a vacant lot. The lot is bordered on the south by Garmisch Lane and on the north by a vacant hillside. To the west and east, the lot is bordered by single family residences. An access road was cut into the hillside to allow us access to the site with a tracked drill rig. Topsoil and vegetation was removed from the area of this access road cut. Topography of the lot slopes down toward the south at a grade varying between 30 and 40 percent steepening towards Garmisch Lane. Vegetation 3 0 0 January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers on the lot consists of grasses, weeds, bushes, and a sparse stand of aspen trees. PROPOSED CONSTRUCTION Prior to our investigation, a hand-drawn preliminary site plan was provided by the owner. Based on the preliminary site plan, a duplex with associated driveway will be constructed on the lot. We anticipate the duplex will be of cast-in-place concrete and wood frame construction with slab-on-grade floors. Due to site topography, we anticipate that large cuts up to 25.0 feet could be required for construction of the duplex. Access to the duplex will be from Garmisch Lane. Maximum column and wall loads were assumed to be those normally associated with residential structures constructed on a steeply sloping mountain site. INVESTIGATION Subsurface conditions were investigated at this site on December 28, 2004, by drilling two exploratory borings with a track mounted drill rig at the locations shown on the Locations of Exploratory Borings, Fig. 2. A geologist from our office was on the site to observe the drilling of the exploratory borings and visually classify and document the subsurface soil and ground water conditions. A description of the subsurface soils encountered in the exploratory borings is shown on the Logs of Exploratory Borings, Fig. 3, and on the Legend of Exploratory Borings, Fig. 4. 4 ® i January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers Representative soil samples obtained from the exploratory borings were tested in our laboratory in order to determine their natural moisture content, dry density, gradation properties, and swell-consolidation potential. The results of the laboratory tests are presented on the Logs of Exploratory Borings, Fig. 3; on the Gradation Test Results, Fig. 5; on the Swell-Consolidation Test Results, Figs. 6 and 7; and in the Summary of Laboratory Test Results, Table I. SUBSURFACE CONDITIONS The subsurface conditions encountered in the exploratory borings were similar. The subsurface conditions encountered in exploratory boring TH-1 consisted of red- brown, yellow, tan with white, dry to very moist, very stiff, sandy clay with scattered gravels and cobbles and boulders to the maximum depth explored of 32.0 feet. Practical drill rig refusal was encountered on a boulder at 32.0 feet. Subsurface conditions encountered in exploratory boring TH-2 consisted of red-brown to pink, yellow, dry to very moist, very stiff to hard, sandy clay with scattered gravels and cobbles and boulders to the maximum depth explored of 40.0 feet. Laboratory test results indicated that the sandy clay has nil to low swell potential when wetted under load. At the time of this investigation ground water was not encountered in either exploratory boring to the maximum depth explored of 40.0 feet. 5 0 a January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers RADON In recent years, radon gas has become a concern. Radon gas is a colorless, odorless gas that is produced by the decay of minerals in soil and rock. The potential for radon gas in the subsurface strata is likely. Since excavations for lower levels in the duplex are anticipated, we suggest that the building be designed with ventilation for below grade areas. MOLD Mold tends to grow in areas that are dark and damp, such as bathrooms, crawlspaces or other below grade areas. Recommendations for mold prevention, mitigation, or remediation are outside the scope of this investigation. We recommend that the contractor and/or owner contact a professional Industrial Hygienist to provide specific recommendations for the prevention and/or remediation of mold. EXCAVATIONS Based on site topography, we anticipate that large cuts up to 25 feet deep could be required for construction of the proposed duplex. To reduce the risk of slope instability, we do not recommend cuts greater than 10.0 feet. However, we recommend that a slope stability analysis be performed after final plans for the duplex have been completed. A slope stability analysis was outside the scope of this investigation. Care needs to be exercised during construction so that the excavation slopes 6 0 January 11, 2005 KOECULEINCONSUL TINGENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers remain stable. We recommend that the cut be benched into the existing slope. The subsurface soil, which consisted of sandy, gravelly clay, classifies as Type B soils in accordance with OSHA regulations. OSHA regulations should be followed in all excavations and cuts. Because cobbles and boulders up to 12 inches in size were encountered in the exploratory borings, it is our opinion that heavy-duty construction equipment may be required to complete the necessary excavations. Up to 1 foot of topsoil was observed in grading cuts on site. However, due to grading for site access, no topsoil was encountered in the exploratory borings. Greater depths of topsoil could be encountered across the site. All topsoil beneath the proposed construction should be removed prior to any construction. The topsoil may be used in landscape areas. GROUND WATER At the time of this investigation no ground water was encountered in either exploratory boring to the maximum depth explored of 40.0 feet. However, this investigation was performed during a dry time of year. During wetter times of the year ground water may be encountered. If ground water is encountered during excavation for the proposed duplex, we should be contacted immediately to provide recommendations on how to control the ground water. 7 January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers SHORING Based on the site topography, we anticipate that large cuts up to 25 feet could be required along the uphill (north) side of the duplex. Due to the anticipated depths of the cut and the subsurface soil conditions, it is our opinion that either a sloped excavation or a shoring system would be necessary. To reduce the risk of slope instability, we recommend that excavation cuts be no greater than 10.0 feet. However, we recommend that a slope stability analysis be performed after final plans for the duplex have been completed. A slope stability analysis is outside the scope of this investigation. If requested, we could perform a slope stability analysis once the duplex has been designed. If a shoring system is necessary, we recommend a contractor specializing in shoring be contacted for design recommendations and construction of the shoring utilized. FOUNDATIONS We anticipate that the subsurface soils at the foundation elevations for the proposed duplex will consist of the natural, sandy clay with scattered gravels, cobbles and boulders. In our opinion, the proposed duplex may be supported by a spread footing foundation system bearing on the natural, sandy clay. We recommend that the spread footing foundation system be designed and constructed to meet the following criteria: 1. Footings should be supported by the undisturbed, natural, sandy clay with scattered gravels, cobbles and boulders or properly moisture conditioned and compacted fill, as described below in Items 2, 6, 9, and 10. 8 January 11, 2005 KOECHLE•IN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers 2. Footings should extend below topsoil or soft surface soils and should be supported by the undisturbed, natural, sandy clay with scattered gravels, cobbles and boulders or approved imported non-expansive structural fill. On this site, we recommend that the footings be constructed at a depth of at least 2.0 feet below the existing ground surface at the time of this investigation. 3. We recommend wall and column footings be designed for a maximum allowable soil bearing pressure of 4,000 psf. 4. Spread footings constructed on the natural sandy clay with scattered gravels, cobbles and boulders may experience up to 0.5 inch of differential movement between foundation elements. Because the soils are clayey, we anticipate that the majority of the differential settlement will occur after construction. 5. Wall footings and foundation walls should be designed to span a distance of at least 10.0 feet in order to account for anomalies in the soil or fill. 6. Foundation wall backfill should not be considered for support of load bearing footings. Footings should be stepped and supported by undisturbed natural soils and should not be constructed on foundation wall backfill. Foundation walls or grade beams should be designed to span across an excavation backfill zone and should not be constructed with footings within this zone. 7. The base of the exterior footings should be established at a minimum depth below the exterior ground surface, as required by the local building code. We believe that the depth for frost protection in the local building code in this area is 3.5 feet. 8. Column footings should have a minimum dimension of 24 inches square and continuous wall footings should have a minimum width of 16 inches. Footing widths may be greater to accommodate structural design loads. 9. Pockets or layers of soft soils may be encountered in the bottom of the completed footing excavations. These materials should be removed to expose the undisturbed sandy clay with scattered gravels, cobbles and boulders. The foundations should be constructed on the natural sandy clay with scattered gravels, cobbles and boulders or compacted fill. Refer to the COMPACTED FILL section of this report for backfill requirements. 9 0 0 January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers 10. Fill should be placed and compacted as outlined in the COMPACTED FILL section of this report. We recommend that a representative of our office observe and test the placement and compaction of each lift of structural fill used in foundation construction. It has been our experience that without engineering quality control, poor construction techniques occur which result in poor foundation performance. 11. We recommend that a representative of our office observe the completed foundation excavation. Variations from the conditions described in this report, which were not indicated by our borings, can occur. The representative can observe the excavation to evaluate the exposed subsurface conditions. SLABS-ON-GRADE We anticipate that the subsurface soils at the floor slab elevations for the proposed duplex will consist of the natural sandy clay with scattered gravels, cobbles and boulders. In our opinion, the natural sandy clay with scattered gravels, cobbles and boulders will safely support slab-on-grade floors with a low risk of movement. We recommend the following precautions for the construction of slabs-on-grade: 1. Slabs-on-grade may be constructed on the natural sandy clay with scattered gravels, cobbles and boulders or properly moisture conditioned and compacted, non-expansive structural fill. 2. Slabs should be separated from exterior walls. Vertical movement of the slabs should not be restricted. 3. Exterior slabs should be separated from the building. These slabs should be reinforced to function as independent units. Movement of these slabs should not be transmitted directly to the foundations or walls of the structure. 4. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage of concrete. 10 ® • January 11, 2005 KOECHLEIN CONSUL TING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers 5. Fill beneath slabs-on-grade may consist of approved non-expansive structural fill. Fill should be placed and compacted as recommended in the COMPACTED FILL section of this report. Placement and compaction of fill beneath slabs should be observed and tested by a representative of our office. FOUNDATION DRAINAGE Surface water, especially that originating from snowmelt, tends to flow through relatively permeable backfill typically found adjacent to foundations. The water that flows through the fill collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible ground water can cause wet or moist below grade conditions after construction. We anticipate below grade areas may be constructed for the proposed duplex. If below grade areas are constructed for the duplex, we recommend the installation of a drain along the below grade foundation walls. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by. a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. Recommended details for a typical foundation wall drain are presented in the Typical Wall Drain Detail, Fig. 8. 11 f January 11, 2005 KOECH' IN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers LATERAL WALL LOADS We anticipate that below grade walls that require lateral earth pressures for design will be constructed for the proposed duplex. Lateral earth pressures depend on the type of backfill and the height and type of wall. Walls that are free to rotate sufficiently to mobilize the strength of the backfill should be designed to resist the "active" earth pressure condition. Walls that are restrained should be designed to resist the "at rest" earth pressure condition. Below grade foundation walls are typically restrained. The following table presents the lateral wall pressures that may be assumed for design. Earth Pressure Condition I Equivalent Fluid Pressure' (pcf) Active 40 At-rest 55 Passive I 300 Notes: 1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. 2. A coefficient of friction of 0.3 may be used at the base of spread footings to resist lateral loads. Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and compacted as recommended in the COMPACTED FILL section of this report. All foundation walls must be properly braced before placing and compacting backfill. Placement and compaction of the fill should be observed and tested by a representative of our office. 12 January 11, 2005 ® KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers RETAINING WALLS Due to the topography of the site, and the anticipated depth of the cuts, we anticipate that retaining walls will be constructed. Foundations for retaining walls may be designed and constructed as outlined in the FOUNDATIONS section of this report. Lateral earth loads for retaining wall designs are presented in the LATERAL WALL LOADS section of this report. In order to reduce the possibility of developing hydrostatic pressures behind retaining walls, a drain should be constructed adjacent to the wall. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. A typical detail for a concrete cantilever retaining wall drain is presented in the Typical Retaining Wall Drain Detail, Fig. 9. SURFACE DRAINAGE Reducing the wetting of structural soils can be achieved by carefully planned and maintained surface drainage. We recommend the following precautions be observed during construction and maintained at all times after the duplex is completed. 13 January 11, 2005 ® KOECHLEINCONSUL TINGENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers 1. Wetting or drying of the open excavations should be minimized during construction. 2. All surface water should be directed away from the top and sides of the excavations during construction. 3. The ground surface surrounding the exterior of the duplex should be sloped to drain away from the structure in all directions. We recommend a slope of at least 12 inches in the first 10 feet. 4. Hardscape (concrete and asphalt) should be sloped to drain away from the duplex. We recommend a slope of at least 2 percent for all hardscape adjacent to the duplex. 5. Backfill, especially around foundation walls, should be placed and compacted as recommended in the COMPACTED FILL section of this report. 6. Roof drains should discharge at least 10 feet away from foundation walls with drainage directed away from the duplex. 7. Surface drainage for this site should be designed by a Professional Civil Engineer. IRRIGATION Irrigation systems installed next to foundation walls or sidewalks could cause consolidation of backfill below and adjacent to these areas. This can result in settling of exterior steps, patios and/or sidewalks if they are constructed on these soils. We recommend the following precautions be followed: 1. Do not install an irrigation system next to foundation walls or above retaining walls. The irrigation system should be at least 10 feet away from the duplex or face of retaining walls. 14 0 0 January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers 2. Irrigation heads should be pointed away from the duplex or in a manner that does not allow the spray to come within 5 feet of the duplex or face of retaining walls. 3. The landscape around the irrigation system should be sloped so that no ponding occurs at the irrigation heads. 4. Install landscaping geotextile fabrics to inhibit growth of weeds and to allow normal moisture evaporation. We do not recommend the use of a plastic membrane to inhibit the growth of weeds. 5. Control valve boxes, for automatic irrigation systems, should be located at least 10 feet away from the structure and periodically checked for leaks and flooding. COMPACTED FILL Structural fill for this project may consist of the natural sandy clay with scattered gravels, cobbles and boulders or approved imported, non-expansive fill. The imported fill may consist of non-expansive silty or clayey sands or gravels with up to 30 percent passing the No. 200 sieve and a maximum plasticity index of 10. No cobbles or boulders larger than 6 inches should be placed in fill areas. Fill areas should be stripped of all vegetation and topsoil, scarified, and then compacted. Topsoil may be used in landscape areas. Fill should be placed in thin loose lifts and moisture conditioned and compacted to the recommended compaction shown in the following table. Recommended compaction varies for the given use of the fill. 15 January 11, 2005 Job No. 05-002 Use of Fill Recommended Compaction Percentage of the Percentage of the Standard Proctor Modified Proctor Maximum Dry Maximum Dry Density Density (ASTM D-698) (ASTM D-1557) Percentage of the Optimum Moisture Content (ASTM D-698 or D-1557)' Below Structure Foundations 98 95 0 to +4 Below Slab-on-Grade Floors 95 90 0 to +4 Utility Trench Backfill 95 90 0 to +4 Backfill (Non-Structural) 90 90 0 to +4 I Note: For granular soils the moisture content should be -2 to +2 of the optimum moisture content We recommend the contractor and/or owner contact us so that a representative from our office can observe and test the placement and compaction of each lift of structural fill placed. Fill placed behind retaining walls and below foundations, slab-on- grade floors, and exterior slabs-on-grade is considered structural. It has been our experience that without engineering quality control, poor construction techniques can occur which result in poor foundation and slab performance. LIMITATIONS Although the exploratory borings were located to obtain a reasonably accurate determination of subsurface conditions, variations in the subsurface conditions are always possible. Any variations that exist beneath the site generally become evident during construction of the foundation for the duplex. Therefore, we must be contacted by the contractor and/or owner so that a representative of our office can observe the completed excavations and foundation construction to confirm that the soils and bedrock KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers 16 January 11, 2005 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers are as indicated by the exploratory borings and to verify our foundation and floor slab recommendations. The placement and compaction of fill, as well as installation of foundations, should also be observed and tested. A slope stability analysis was outside the scope of this investigation, however, we recommend a slope stability analysis be performed after final plans for the duplex have been completed. The design criteria and subsurface data presented in this report are valid for 3 years, provided that a representative from our office observes the site at that time and confirms that the site conditions are similar to the conditions presented in the SITE CONDITIONS section of this report and that the recommendations presented in this report are still applicable. We recommend that final plans and specifications for proposed construction be submitted to our office for study, prior to the beginning of construction, to determine compliance with the recommendations presented in this report. 17 January 11, 2005 KOECH• CONSULTING ENGINEERS, INC. Job No. 05-002 Consulting Geotechnical Engineers We appreciate the opportunity to provide this service. If we can be of further assistance in discussing the contents of this report or in analyses of the proposed duplex from a soils and foundation viewpoint, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. Jay P. Skinner Geologist Reviewed by: William H. Koechlein, P.E. President (4 copies sent) 18 ? o i' ? o E c di q `J V I I L. ACHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers NOT TO SCALE VICINITY MAP JOB NO. 05-002 FIG. 1 a SECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers i GARMISCH LANE 1" = 40' 115' SETBACK I PROPERTY LINE LOCATIONS OF EXPLORATORY BORINGS JOB NO. 05-002 FIG. 2 120 110 100 90 W W 80 LL Z O a W 70 J W 60 - 50 40 0 TH-1 APP. EL. 100.0 27/12 16/12 ....... WC=19 DD=109 y'...` 17/12 y-! 24/12 36/12 0 Consulting Geotechnical Engineers 120 TH-2 APP.EL. 115.0 110 r%:x• 20/12 17/12 WC=18 -200=76 '-?-f 14/12 14/12 y? r =i 21/12 WC=15 DD=118 36/12 x:< 50/6 LOGS OF EXPLORATORY BORINGS 100 60 90 50 m 80 r, m C D O Z 70 m M -'I 40 n LEGEND: ': ', :Sandy, Scattered gravels, cobbles and .: boulders consisting of sandstone and claystone fragments, Dry to very moist, Stiff to hard, Red- brown, Yellow, Tan, Pink, White. T REFUSAL. Indicates practical drill rig refusal on boulders. CALIFORNIA DRIVE SAMPLE. The symbol 27/12 indicates that 27 blows of a 140 pound hammer falling 30 inches were required to drive a 2.5 inch O.D. sampler 12 inches. Ii Notes IIRCHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers 1. Exploratory borings were drilled on December 28, 2004 using a 4-inch diameter power flight auger mounted on a tracked drill rig. 2. No free ground water was encountered at the time of drilling in either boring to the maximum depth explored of 40.0 feet. 3. The boring logs are subject to the explanations, limitations, and conclusions as contained in this report. 4. Laboratory Test Results: WC - Indicates natural moisture (%) DD - Indicates dry density (pcf) -200 - Indicated percent particles passing the -200 seive 5. Approximate elevations are based on assigning boring TH-1 an elevation of 100 then measuring the elevation difference to boring TH-2 with a Stanley Compulevel Elevation Measurement System. LEGEND OF EXPLORATORY BORINGS ® • KOECHLEIN CONSULTING ENGINEERS 1ooF F i 901 e0 70 C7 z 6 a I- 50 z w U 40 w a- 30 20 10I 01 200 100 1 +3" Sample of Source i 0 10 20 30 r r 50 i 60 70 80 I 90 100 0.01 0.001 I SILT I CLAY GRAVEL 1 % SAND 23 SILT & CLAY 76 % LIQUD LIMIT PLASTICITY INDEX Sample of GRAVEL Source Sample No. Elev./Depth SILT & CLAY PLASTICITY INDEX GRADATION TEST RESULTS % SAND % LIQUID LIMIT Job No. 05-002 FIG. 5 GRAVEL I SAND CLAY, Sandv T'H-2 Sample No. ElevJDepth 14.0 feet KOECHLEIN CONSULTING ENGINEERS -3 -2 -1 0 1 c c 2 c? `m a 3 Ilk. WATER ADDED 4 5 6 - 1 2 5 Pressure, p, ksf 10 Sample of CLAY, Sandy Natural Dry Unit Weight= 109.4 (pcf) Source TH-1 Sample No. ElevJDepth 14.0 feet Natural Moisture Content= 18.8 % SWELL-CONSOLIDATION TEST RESULTS Job No. 05-002 FIG. 6 0 0 KOECHLEIN CONSULTING ENGINEERS -3. -21 -1 ? 0; 1; c c 2 N a 3 4 5 6 7 .1 Sample of Source Job No. WATER ADDED .2 .5 1 2 5 10 20 50 Pressure, p, ksf CLAY, Sandy Natural Dry Unit Weight= 118.1 (pcf) TH-2 Sample No. ElevJDepth 29.0 feet Natural Moisture Content= 14.5 %u SWELL-CONSOLIDATION TEST RESULTS 05-002 FIG. 7 CLAYEY BACKFILL COMPACTED BACKFILL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) .ECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers MANUFACTURED WALL DRAIN -BELOW GRADE WALL WATERPROOFING OR DAMPPROOFING NOTES: F_ L 10 FILTER FABRIC GRAVEL- 12"t 1 I I PLASTIC SHEETING 12" MIN. PERFORATED PIPE 1. DRAIN SHOULD BE AT LEAST 12 INCHES BELOW TOP OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1 /8 INCH AND 1 /4 INCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO. 4 GRAVEL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE. 4. THE BELOW GRADE CONCRETE FOUNDATION WALLS SHOULD BE PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON MASTIC WATERPROOFING, DAMPPROOFING, OR AN EQUIVALENT PROTECTION METHOD. TYPICAL WALL DRAIN DETAIL JOB NO. 05-002 FIG. 8 OECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers CLAYEY BACKFILL 10 - - MANUFACTURED WALL DRAIN COMPACTED BACKFILL RETAINING WALL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) WATERPROOFING OR DAMPPROOFING FILTER G PERFORATED PIPE NOTES: 1. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1 /8 INCH AND 1 /4 INCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO. 4 GRAVEL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE. 4. THE BELOW GRADE CONCRETE RETAINING WALLS SHOULD BE PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON MASTIC WATERPROOFING, DAMPPROOFING, OR AN EQUIVALENT PROTECTION METHOD. TYPICAL RETAINING WALL DRAIN DETAIL JOB NO. 05-002 FIG. 9 a H' W E'e Q d O W H ? a O Q ? a U C I d U 1 ICS a C °i + I a r?i? o ?y .7 o t' a+ W o H A °? d H ? w H W .? o H A E ., d ? a E U Z cA W UU Z_ O Z W O Z J Z O U Z LU J 2 U W O M I 00 .-+ HAW`' d p 2 a? 4 z? 0 _ o Q d A - xx x TOWN OF VAIL FIRE DEPARTMIT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A07-0027 __?OG -O (5? Job Address: 2417 GARMISH DR VAIL Status ...: ISSUED Location.....: 2417 GARMISCH DR 'B' SIDE Applied ..: 04/18/2007 Parcel No...: 210311413014 Issued . .. 04/30/2007 Project No , V': dS- _ 6 ( to Expires . .: 10/27/2007 OWNER PLAVEC, GEORGE W. 04/18/2007 Phone: 845-7797 PO BOX 3415 AVON CO 81620 APPLICANT SHANER LIFE SAFETY 04/18/2007 Phone: 970-409-9082 DEBORAH L. SHANER P.E. PO BOX 1073 FRISCO CO 80443 License: 0000001971 CONTRACTOR THUL ELECTRONIC SYSTEMS 04/18/2007 Phone: 970-949-4638 P O BOX 534 AVON CO 81620 License: 112-S Desciption: NEW FIRE ALARM SYSTEM FOR 'B' SIDE OF NEW DUPLEX Valuation: $1,800.00 ******************************************************************* FEE SUMMARY ************************************************************ Electrical --------- > $0.00 Total Calculated Fees--> $299.50 DRB Fee > $0.00 Additional Fees - > $0.00 Investigation ---- > $0.00 Total Permit Fee--------> $299.50 Will Call --------- > $0.00 Payments------ -----> $299.50 TOTAL FEES--> $299.50 BALANCE DUE-------- > $0.00 ************************************************************************************************************************************************* Approvals: Item: 05600 FIRE DEPARTMENT 04/20/2007 DRhoades Action: APPR Approved as noted: 1. Level 1, Mech room, change smoke detector to a heat detector. 2. Level 4, Master Bedroom, smoke detector should be centered in room if possible Detector must be at least 6 feet from bath doorway. 3. Heat detector(s) required in all accessible storage areas and in all accessibl crawlspaces. 4. One set of stamped approved plans must remain on-site. CONDITIONS OF APPROVAL ************************************************************************************************************************************************* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 71/25 ROM 8:00 AM - 5 PM. 0 0 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070000582 Amount: $299.50 04/30/200702:31 PM Payment Method: Check Init: LT Notation: Thul Electronics /ck 39499 ----------------------------------------------------------------------------- Permit No: A07-0027 Type: ALARM PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR IBI SIDE Total Fees: $299.50 This Payment: $299.50 Total ALL Pmts: $299.50 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 67.50 PF 00100003112300 PLAN CHECK FEES 232.00 • APPLICATION WILL NOT BE ACCrx i r-u IF INCOMPLETE OR UNSI? ( Project #: `? I Building Permit #: -C--) Alarm Permit #: / - Z? 97047$2135 ftapectio ?S TOWN OFYAM TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial & Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information listed on the Vail, Colorado 81657 2"' page of this form. Application will not be accepted without this information. CONTRACTOR INFORMATION Fire Alarm Contractor. (huh tlec_ n?.!. E-Mail Address: N Contractor Signature:` Town of Vail Reg. No.: Contact and Phone #'s: COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) FireAlarm: $ ?'?•Q<?1 Contact Eagle County Assessors Office at 970-328-864_0 or visit www.ea9"Ounty.com for Parcel # Parcel # a I Q3i 1 µ 12;yo Job Name: I } 1 . ?? uvt1? D ,l,i p ? 2417 Cam.-rr_vt'tst6>__ fir- Job Address: Legal Description Lot: Block: Filing: - --- - Subdivision I 14 N ? A ? : Vail D,--N _S' h Owners Name- Address: Phone: ??C rro. PkWe r p0 &c,'?4, S Engineer: ?_ n Address: .p Phone: u ?G?Ya-l!tcS}1Qr}n/ I? 6i?-il` (m3-(o? Detailed Location o wgrk: (i.e., floor, unit #, bldg. #) 0? 1 J Detailed description of work: Pot no j6 I to f Work Class: New,0 Addition ( ) Remodel ( ) Repair ( } Retro-fit ( } -Other ( ) Type of Bldg.: Single-family ( ) Two-family 0 Multi-family ( ) Corn-,. ?_;al ( ) Restaurant( ) Other( ) Existing No. of Units in this 6i ildi ---.-.-_-]..o . ( ) ? rinkier Stts in this building: Does aFire AlaDwelli ? : Yes . _._No ). Does N of a FireAccom Selation ?iem.t.-:---- Exis Yes 0 No ( ) * *****, **** ,?,?** **:*#******?,?::?:***FOR OFFICE USE ONLY*********, ? I 1? _If ? ATT W *E • 0 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 2417 GARMISH DR VAIL Location.....: 2417 GARMISCH DR 'A' SIDE Parcel No...: 210311413014 Project No KS OS _ d (l d OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT SHAKER LIFE SAFETY DEBORAH L. SHANER P.E. PO BOX 1073 FRISCO CO 80443 License: 0000001971 CONTRACTOR THUL ELECTRONIC SYSTEMS P 0 BOX 534 AVON CO 81620 License: 112-S Permit #: A07-0028 '_J6C ` Ul 5_?P Status ...: ISSUED Applied ..: 04/18/2007 Issued . .. 04/30/2007 Expires . .: 10/27/2007 04/18/2007 Phone: 845-7797 04/18/2007 Phone: 970-409-9082 04/18/2007 Phone: 970-949-4638 Desciption: NEW FIRE ALARM SYSTEM FOR 'A' SIDE OF A NEW DUPLEX Valuation: $1,800.00 ******************************************************************** FEE SUMMARY ***********************************************************a Electrical --------- > $0.00 Total Calculated Fees--> $299.50 DRB Fee > $0.00 Additional Fees---------- > $0.00 Investigation ---- > $0.00 Total Permit Fee--------> $299.50 Will Call > $0.00 Payments------- > $299.50 TOTAL FEES--> $299.50 BALANCE DUE > $0.00 ************************************************************************************************************************************************* Approvals: Item: 05600 FIRE DEPARTMENT 04/23/2007 DRhoades Action: APPR Approved as noted: 1. Heat detector(s) are required in all accessible storage areas and in all acces crawlspaces. 2. One set of stamped, approved plans must remain on-site. 3. Change smoke detector in Level 1 mech. room to a heat detector per Town of Vail Standards. CONDITIONS OF APPROVAL ************************************************************************************************************************************************* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ord7ELEPfNE ces of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANC AT 479-2135 FROM 8:00 AM - 5 PM. ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070000581 Amount: $299.50 04/30/200702:30 PM Payment Method: Check Init: IT Notation: Thul Electronics / ck 39499 ----------------------------------------------------------------------------- Permit No: A07-0028 Type: ALARM PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR 'A' SIDE Total Fees: $299.50 This Payment: $299.50 Total ALL Pmts: $299.50 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 67.50 PF 00100003112300 PLAN CHECK FEES 232.00 r APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSt?D A'7 . n Project #: `lJ `?1f1 Building Permit #: (((„JJJ Alarm Permit 970-479-2135 (InsneA&W IMOF AIL TOWN OF VAIL FIRE ALARM PERMIT APPLICATION. Commercial & Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must Include information listed on the Vail, Colorado 81657 2nd page of this form. Application will not be accepted without this information. CONTRACTOR INFORMATION ow f ai Reg. No.: Fire AI rm Contractor. - -- P 'Thu-1 OfC4vOr1IC5 1 E-Mail Add -re---..ss:_. Contractor Signature: Contact and Phone #'s• COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Alarm: $ MCO.(oci ------- -- l # Contact Ea to County Assessors Office a 8-8640_or visit www.eagle-counfyzcom for Parce__ _ $ at 97032,, _ _ _ I Parcel # 1311 ' )1O1`? - Job Name: - Job Address: C? ' Otli? A 2 ? 4i 1 G'a.r ? ..._JFilinYrllscy D r. Legal Description Lot: Block: g: Subdivision: &i Da s SC? N e [Owners Name: ref o " W ?l Address: Phone: J ?_eo Y Engineer: ;1r ShQ? Address: _ ID ebq ,?, (?Phone -?0? -- ^ Detailed Location of work: (i.e., door, unit #, bldg. #) 1 A J 1- h Detailed description of work: Work Class: New Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) ) Type of Bldg.: Single-family ( ) Two-family ( Multi-family ( ) Commercial( ) Restaurant ( Other( No. of Existing Dwelling'Units in this building: No. ofAccommodatiion units in this building: Does a Fire Alarm Exist: Yes i o ? Does a Fire Sprinkler System Exist: Yes No ( ) ****************?**??**??**?*??**?$**FOR OFFICE USE ONL TOWN OF VAIL DEPARTMENT OF COMMUNITY DOELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E06-0138 _f?6G - 0 Job Address: 2417 GARMISH DR VAIL Status .. .: ISSUED Location.....: 2417 GARMISCH DR Applied . .: 08/23/2006 Parcel No...: 210311413014 Issued . .. 08/31/2006 Project No V ({-(ZS _ 6 ((O Expires . .: 02/27/2007 OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT EAGLE/SUMMIT P.O BOX 744 FAIRPLAY 08/23/2006 Phone: 845-7797 ELECTRIC COMPAN08/23/2006 Phone: 719-836-3559 CO 80440 License: 213-E CONTRACTOR EAGLE/SUMMIT ELECTRIC P.O BOX 744 FAIRPLAY CO 80440 License: 213-E Desciption: TEMPORARY POWR Valuation: $0.00 COMPAN08/23/2006 Phone: 719-836-3559 Square feet: 100 ******************************************************************* FEE SUMMARY ************************************************************ Electrical --------- > $51.75 Total Calculated Fees--> $54.75 DRB Fee --------- > $0.00 Additional Fees ---------- > $0.00 Investigation—> $0.00 Total Permit Fee--------> $54.75 Will Call-------> $3.00 Payments > $54.75 TOTAL FEES--> $54.75 BALANCE DUE > $0.00 ************************************************************************************************************************************************* Approvals: Item: 06000 ELECTRICAL DEPARTMENT 08/23/2006 SH Action: AP ************************************************************************************************************************************************* CONDITIONS OF ArrxOVAL 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 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. SIG C OWN O7?JtoNjR&eTOR FOR HIMSELF AND OWNEF • r ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001357 Amount: $54.75 08/31/200601:33 PM Payment Method: Check Init: LT Notation: Eagle Summit Elec / ck 5624 ----------------------------------------------------------------------------- Permit No: E06-0138 Type: ELECTRICAL PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH 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 0 0 APPLICATION WILL NOT BE ACCEr i cD IF INCOMPLETE OR UNSIGH Project ?' I " 39 Building Permit Electrical Permit TMTVi • 970-479-2149 (In li ns) 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION Electrical ConVacr: Town of Vail Reg. No.: Contact Person and Phone #'s - ,AG?E Fcra?G - /PiA?D ?/7! /a S1 -..._. r l _._..._ ..... _._ ..N Fax#..t? Add, - ? 6 S .._... ,? . -- _.. - ECDrifii or Signa COMPLc if c SQ. FOa a rc FO fEA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN „ STRUCTURE: - ELECTRICAL VALUATION: $ v . Cbnfnct ..... _.. .........., N?A . .._. .._._..? ? cJ ......._...._ ..... . or visit www.can/e-county,com for Parcel # #? CountrA?ors Oflirae at 970-32 28-8640 0 Parcel b Address: -gyp F3ob me: vr' I?I1' tic S I 'V 7 ?? ... Legal Description Lot: Blodc: Filing:" Subdivision: rONS ?iO?/...._. I iG... Owners Name. ErP?CA.AbNl Address: a?d w v/P,o6? O Phone: 9a 8 Engineer: Address: Phone: Detailed description of work: Work Class: New () Addition ( )// Remodel (. ) Work Type: Interior ( ) Exberior?k4 Both( ) Type of Bldg.: Single-family _ .....,.._....... .( ). ... Dupie?c Multi-famiy ( ) No. of Existing Dwelling Units in this building: Is this Dermit for a hot tub: Yes ( ) No )1 ...NO Does a Fire Alarm Exist: _ Yes( Repair ( ) Temp Power Other ( ) Does an EHU exist at this location. Yes ..) ....No. r Commercial..(_ Restaurant( ,............rant..( ...) Otlier ( )_. _..........__... _ ._...... . No. of Accommodation Units in this building: p Does a Fire Sprinkler System Exist: Yes ( ) No *******,?*******/***************?*::**FOR OFFICE USE ONLY***********************,?************* r. F:\adev\FORMS\PERMITS\Buliding\elecdcal_permit-11-23-2005.DOC Page 1 of 2 11/23/2005 TOWN OF VAIL OPARTMENT OF COMMUNITY DEVELl7PMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E07-0205 Job Address: 2417 GARMISH DR VAIL Location.....: 2417 GARMISCH DR Parcel No...: 210311413014 Project No ?, x,65 - O t d OWNER PLAVEC, GEORGE W. 08/30/2007 PO BOX 3415 AVON CO 81620 APPLICANT EAGLE SUMMIT ELECTRIC COMPAN08/30/2007 P.0 BOX 744 FAIRPLAY CO 80440 License: 213-E CONTRACTOR EAGLE SUMMIT ELECTRIC COMPAN08/30/2007 P.0 BOX 744 FAIRPLAY CO 80440 License: 213-E Desciption: ELECTRICAL FOR NEW DUPLEX Valuation: $0.00 Square feet: 6500 Status ...: ISSUED Applied..: 08/30/2007 Issued . .: 08/30/2007 Expires. .: 02/26/2008 Phone: 845-7797 Phone: 719-836-3559 Phone: 719-836-3559 **+**s*++***ss+s******++****+*+*++**s++f*+++*#*}*s+*#f+**+***s*s+f# FEE SUMMARY +*++*+*s++++++++++++++*s**s*+++++s+*++#f*+++*+++*+++s**#ff+* Electrical ----- --> $293.25 Total Calculated Fees--> $296.25 DRB Fee $0.00 Additional Fees --------- > $0.00 Investigation---> $0.00 Total Permit Fee > $296.25 Will Call-- 1 $3.00 Payments------- --> $296.25 TOTAL FEES--> $296.25 BALANCE DUE $0.00 ##4#ff#############+######+#}#4f#######f############+##4f##########}+}### f######}##f+#######f####f#########+##########}#}}#+###f#f########}#}#f## Approvals: Item: 0600 0 ELECTRICAL DEPARTMENT 08/3 0/2007 SHAHN Action: AP Item: 05600 FIRE DEPARTMENT #*ss###*#*}f##*****###f+********+#+#+}ff+*#*+*#+}+}+***s+*#*##*s}*}s*+**++f#**#**f*+f*#*##*##*++*++f+*####**#*#+f}#*###*#*####*#####*####*#*##### CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and 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. 0 0 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070001713 Amount: $296.25 08/30/200709:22 AM Payment Method: Check Init: DDG Notation: Eagle Summit Electric 6020 ----------------------------------------------------------------------------- Permit No: E07-0205 Type: ELECTRICAL PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $296.25 This Payment: $296.25 Total ALL Pmts: $296.25 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 293.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICAA WILL NOT BE ACCEPTED IF INCOMSTE OR UNSI Project #: Building Permit #: Electrical Permit #: (?? S 970-479-2149 (Inspections) ITMOIN 9 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL ELEC. i KICAL PERMIT APPLICATION, CONTRACTOR INFORMATION 6 .. ..._ . / , ct Person and Phone #'s: Electrical Contract= Town of f Vail Peg. C g?' ? awl err ? .. ? .?.. ...._......._ .__... ?........ , ... ? E-Mail Fax#. Contractor Signature: COMPLc i c SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) -------- -- - .... .._ . ? ? ELECTRICAL VAWATION $ b©, O c .- . AMOUNT OF SQ FT IN STRUCTURE: L twit www.eao%,counivcom fforft/LW # Cbvii[a?at Eapfe CauntrA.er+et?ars OA?Cae? t 970-328.8640 .. or . Parse # P? ?0 ,3 17 1 / Q , Job Name: s Job Address: l ,?? md? ? fd f Lepal Description Lft / f Biodc' Filing: Subdlion: , ..._ ._... Phone. ?O ? Name. Address- -Z_/ Owners ; Engineer: Address Phone: Detailed description of work: ,r5dA /?)4'PAcc)( ccTel cA L Work Class: Newb4 • Addition ( ) Remodel.. ( .?._- Repair s an E U Ternp exist at Power this kxa..fir ( . ( . ).... ? . tion:. ..Yes NoW Work Type. I I IL? i ? ( ) E .t _. iar Botii f .. .. ...... . Type of Bldg.: Singk*-family ( ) Duplex Muld-family ( ) Commerdal ( ) Restaurant ( ) Other ( ) . ..? No. of' BM. .,g Dwelling Units in this of AooDmmodation Units in this b.ui . kiing: . i i ng: IS a Nor Does ......_ _. _ ..... _ . -- ...... -; ..... Y ?....)... .. No (? r a Fi.re. Sprinkler Sy ??.? ? ? Exi Doesia ? Fire Aanffn Exist. es des ( .. R i 11/23/2005 PW*AFORMS\PERMITS\PUking\dectiml_permiL11-23-2005.DOC Page 1 of 2 TOWN OF VAIL FIRE DEPARTMER VAIL FIRE DEPARTMENT* 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F07-0042 ?C, <" - C, (,5--( F Job Address: 2417 GARMISH DR VAIL Status ...: ISSUED Location.....: 2417 GARMISCH DR Applied..: 06/28/2007 Parcel No...: 210311413014 Issued. .. 08/28/2007 Project No z3 _b (k C? Expires. .: OWNER PLAVEC, GEORGE W. 06/28/2007 Phone: 845-7797 PO BOX 3415 AVON CO 81620 APPLICANT CASTLE FIRE SPRINKLERS INC. 06/28/2007 Phone: (970) 688 -0789 PO BOX 3878 AVON COLORADO 81620 License: 735-S CONTRACTOR CASTLE FIRE SPRINKLERS INC. 06/28/2007 Phone: (970) 688-0789 PO BOX 3878 AVON COLORADO 81620 License: 735-S Desciption: Install I R fire sprinkler system throughout interior of Unit A for new duplex Valuation: $30,000.00 ####*rtrtrt+s++ss#*#*s*+s+f*#f*#+#s#f*s#rtrt##s#+###*rt#++f+f#s##*rt##+fss# FEE SUMMARY +++***frt*f*++s*+***+*++*f+*##**+*s++#++*#**#*rt++f++s+**+**++ Mechanical-> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees ---> $1,625.00 Plan Check-> $350.00 DRB Fee > $0.00 Additional Fees- > $232.00 Investigation-> $0.00 TOTAL FEES -----> $1,625.00 Total Permit Fee -> $1,857.00 Will Call-> $0.00 Payments ----- $1,857.00 BALANCE DUE > $0.00 ###rt##f+*+####f#+#*##*#####4###*###rt#######*#rtf 4f#######ff#+######*#rtrt#+f#####+rtrt#f*######f+#4f+#####f####f#######rt+f 4f#######f+f+#f##*#*##*##### Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 07/09/2007 JJR Action: DN 1. Provide material data sheets. 2. PRV not shown on plans. 3. FDC size not shown. 4. FDC location shall be approved by VFES. 5. Coverage shall be provided beneath garage doors per VFES standards. 6. Permit shall be split for each occupancy. 07/17/2007 mcgee Action: DN Submittals did not include pump or control: State Fire Suppression Contractor Registration Number not provided. Conflict on plan notes ref selection of heads. No letter from ERWS ref PRV provided. 08/02/2007 mcgee • Action: DN 1. Resubmitol does not meet spacing requi: 16 x 16 coverage. Heads cannot be over 8 tt oft the wall. Plans show 9 and 11 tees 2. Materials are not specified on cut sheets. 3. Scale on plans is incorrect. 4. Recommend a single check ahead of RPBD. 5. Tamper switch is required on main control valve and all sprinkler control valvf 6. Show depth of elevator pit. Head may be required. 7. Head count does not match plans. 8. Install isolation valve and tamper are required for elevator equipment room. 9. Electrical permit must include connection for fire pump. 10. Add by-pass from water main to pump. 08/22/2007 mcgee Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ++sss*****s+s*****+*s******+s*s*****++s*s*****+s+s*****s*s+s**********ss******++s*ss***++*ss****+s+*s*****+*s+s++**+++s+++*******s++s+s*****+s+ss 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 TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONT CTOR FOR HIMSELF AND OWNER • 0 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070001695 Amount: $1,857.00 08/28/200709:18 AM Payment Method: Check Init: DDG Notation: Castle Fire Sprinklers 1128 ----------------------------------------------------------------------------- Permit No: F07-0042 Type: SPRINKLER PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $1,857.00 This Payment: $1,857.00 Total ALL Pmts: $1,857.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 1,507.00 PF 00100003112300 PLAN'CHECK FEES 350.00 75 S. Frontage Rd. Vail, Colorado 81657 - - ,•.?P ulamnys are required at time of permit submittal and must include the following. Permit application will not be accepted without this information: • A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. • Hydraulic calculations. • A State of Colorado Plan Registration form. • Plans must be submitted by a Registered Fire Protection Contractor. COMPLETE V Fire Sprinkler: $ A TIt-ty PERM P. ft ... 1s F **FOR OFFICE USE 0f4ax***1 I Other ees: Date Received: Fopk_.Way permit Fee: i Acce t BY. occupancy Group: ??_-- _12-5-05.DOC j 12/05/2005 TOWN OF VAIL FIRE DEPARTMEP 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 VAIL FIRE DEPARTMENT • NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 2417 GARMISH DR VAIL Location.....: 2417 GARMISCH DR Parcel No...: 210311413014 Project No p1iZ.Sb _G ( OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT CASTLE FIRE SPRINKLERS INC. PO BOX 3878 AVON COLORADO 81620 License: 735-S CONTRACTOR CASTLE FIRE SPRINKLERS INC. PO BOX 3878 AVON COLORADO 81620 License: 735-S Permit #: F07-0053 ?jC) G, o (-J -,' Status ...: ISSUED Applied..: 07/12/2007 Issued . .. 08/28/2007 Expires . .: 07/12/2007 Phone: 845-7797 07/12/2007 Phone: (970) 688-0789 07/12/2007 Phone: (970) 688-0789 Desciption: Install 13R sprinkler systems throughout interior of unit B, new duplex Valuation: $15,000.00 ***sss****+*##ss**s+#s#**+s*#sss**#ss+*#s+**+*#+*#******++**+*++#**+ FEE SUMMARY ++***+**++++*+s+*****s+#*+##+**s++**+++**+++++**##sss**+*s+* Mechanical-> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees ---> $987.50 Plan Check-> $350.00 DRB Fe:. > $0.00 Additional Fees > $116.00 Investigation-> $0.00 TOTAL FEES -----> $987.50 Total Permit Fee--------> $1,103.50 Will Call---> $0.00 Payments------ > $1, 10 3 . 5 0 BALANCE DUE----> $0.00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 07/17/2007 mcgee Action: DN Submittals did not include pump or control: State Fire Suppression Contractor Registration Number not provided. Conflict on plan notes ref selection of heads. No letter from ERWS ref PRV provided. 08/02/2007 mcgee Action: DN 1. Resubmittal does not meet spacing requi: 16 x 16 coverage. Heads cannot be over 8 ft off the wall. Plans show 9 and 11 feel 2. Materials are not specified on cut sheets. 3. Scale on plans is incorrect. 0 0 4. Recommend a single check ahead of RPBD. 5. Tamper switch is required on main control valve and all sprinkler control valy( 6. Show depth of elevator pit. Head may be required. 7. Head count does not match plans. 8. Install isolation valve and tamper are required for elevator equipment room. 9. Electrical permit must include connection for fire pump. 10. Add by-pass from water main to pump. 08/22/2007 mcgee Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ******s***s******ss**ssss*ssssss***sss***:s*:s**s*s***s*s*s*sssss**?sssssssss?***ss***ssss***s*sssss*sss*ssssss*sss**ssssss***s*****ss*ss****ss** 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 479-2135 FROM 5:00 AM - 5 PM. SIGNATURE OF OWNER OR7TRACTOR FOR HIMSELF AND OWNER ® 0 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070001694 Amount: $1,103.50 08/28/200709:17 AM Payment Method: Check Init: DDG Notation: Castle Fire Sprinklers 1128 ----------------------------------------------------------------------------- Permit No: F07-0053 Type: SPRINKLER PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $1,103.50 This Payment: $1,103.50 Total ALL Pmts: $1,103.50 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST. Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 753.50 PF 00100003112300 PLAN CHECK FEES 350.00 TOWN OF VAIL • DEPARTMENT OF COMMUNITY DgELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0001 Job Address: 2417 GARMISH DR VAIL Status ...: ISSUED Location.....: 2417 GARMISCH DR Applied ..: 01/05/2007 Parcel No...: 210311413014 Issued . .. 01/10/2007 Legal Description: _ G ?(d Expires . .: 07/09/2007 Project No : OWNER PLAVEC, GEORGE W. 01/05/2007 Phone: 845-7797 PO BOX 3415 AVON CO 81620 APPLICANT TROPICAL HEAT INC 01/05/2007 Phone: 926-3126 PO BOX 4747 EDWARDS CO 81632 License: 283-M CONTRACTOR TROPICAL HEAT INC 01/05/2007 Phone: 926-3126 PO BOX 4747 EDWARDS CO 81632 License: 283-M Desciption: INSTALL NEW BOILERS AND RADIANT FLOOR HEAT SYSTEM Valuation: $60,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ******************************************************************** FEE SUMMARY ************************************************************ Mechanical --- > $1,200.00 Restuarant Plan Review--> $0.00 Total Calculated Fees --- > $1,503.00 Plan Check ---> $300.00 TOTAL FEES--------------> $1,503.00 Additional Fees----------- > $0.00 Investigation- > $0.00 Total Permit Fee---------- > $1,503.00 Will Call-----> $3.00 Payments ------------------- > $1,503.00 BALANCE DUE --------- > $0.00 ************************************************************************************************************************ ************************* Item: 05100 BUILDING DEPARTMENT 01/05/2007 cgunion Action: AP CONDITION OF ArrxOVAL 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. 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 OWNEF 0 0 TOWN OF VAIL, COLORADO Statement Statement Number: R070000036 Amount: $1,503.00 01/10/200710:39 AM Payment Method: Check Init: DDG Notation: Terramont 4092 ----------------------------------------------------------------------------- Permit No. M07-0001 Type: MECHANICAL PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $1,503.00 This Payment: $1,503.00 Total ALL Pmts: $1,503.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 1,200.00 PF 00100003112300 PLAN CHECK FEES 300.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATA WILL NOT BE ACCEPTED IF INCOM& OR UNSIGNED TOV Project #:- 4?! a MG'7.. Building Permit Mechanical Permit M O r' WO 970-479-2149 (Inspections) MW,M A? TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81557 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 ? Heat Loss Calcs. ? Equipment Cut/Spec Sheets CONTRACTOR INFORMATION Reg. No.: Con tact PersonandPhone #'s: rE-Mall anical Contactor: Town of V-6 il ___ _ _. ?_? __ ._ - Lf Wr-AT 390 Al Address:// Fax#actor Signature / terials) COMPLY i c VALUATION FOR MECHANICAL PERMIT (Labor & Ma MECHANICAL $ . ,ran Ofirie at?-328 or visit www.eaa/e- un com for Parcel # Job Name: u ?I Cr- Pr FJob Address: - (x1? M../.? c14 (/a / Legal Description _..?iption , _... _.. Lot: L4 Block: -- ng: .. TS?"on: VAIL 1)A5 Owners Name . : Phone: Engineer: Detailed Gdescription of work: J) ?t? ..n?- .. ?..._ _.... _. ??- s ( ) ) Work Class: New (1Z Rion Repair Other Boiler Location Inte Exterior r( ) Doman EHU existat ( ...... this No ( ) "Ja Type of Bldg: Single-family ( )k`'Duplex (r.?'" ) Commercial ( ) Restaurant ( } ref' " rt3 .' 6 No. of Existing Dwelling Units in this bui No. of Accommodation no- ........... No [Type of of Fireplaces Fireplaces Pr i_stinq: Gas: Gas ?s ( 1. Wood/Pellet ( ) ,( . /Type Fireplaces Proposed: Gad s s( ) Wood/Pellet NOT ALLOWED) C n is this a conversion from a wood bu EP se II devices Yes (. , . , ********* **************FOR OFFICE USE ONLY********...?..,.`**;************* F:\cdev\BURDING\APPLICATIONS\MECHPERM2005.DOC 06108/2005 b w ao 0 w 0 H O r z r? H oil W O O? N O o? x ?r ry Hz O ?H r ION o? W O CN N XIS all 1 W O W J I? n r 0 b H 0 a r z H 0 0 O O N w O? o, W O O? N N O? W W J O w N ON oc a m a x » m r d 0 0 N J N O? 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"??? r r?v v v r o ro d ?? ??'? ? C31,r :? zzd 9 rXz ?r boo r yx°ro a ? y ?? pro ? d ovz? x 5 ? yd nn O 0 odU,? Ozt Y ? dC6 c va, n 1,,2 ? d a c cn n ? O p a v? d ? boa ? ?oo? ? a ? a z?? ? ??oo rA vv a• O rp Oo r d O ? r'1 .. Cri C7 ?3 ?, '? rr1 ? a r z ?o ?, d o0 y a r to OOH Cd ID, i 174 ;P. a d ? v x °? x ? Iz 0 z d to c a r' I ? b W 0 W C C b b Y O O H H l t-11 z c? H 0 C ?x ?y H O n G'1 x ? •J ?c ?z O O 0 z z c? x 0 0 v •J z 0 A W z z b b n n 99 H xx z I ?x ?v O r O O ? O n n H y ?r C C ?n bb N w•+ y C C y O ?cz ivy r? ?o o? 0 x? n r K' n n O z n LJ yoo?ar° d ? d ? b r d b >C O? C/1 O w oo O O "' W ?,, v, C r? d Pr) 0-4 H x ? Y z ?o >? ?oz y ? n ''? Z r+ y N H r H O r H z x n o? Hx p "ti v z o 0-4 ?v Z y ?? v z H C O-j a° ?z zo C1 `'3 O ? n ? O z b z H TOWN OF VAIL 11PARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0142 Job Address: 2417 GARMISH DR VAIL Status ...: ISSUED Location.....: 2417 GARMISCH DR Applied..: 07/19/2007 Parcel No...: 210311413014 Issued . .: 07/27/2007 Legal Description: Expires . .: 01/23/2008 Project No : f %Zvo 5 -0 1 OWNER PLAVEC, GEORGE W. PO BOX 3415 AVON CO 81620 APPLICANT WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M Desciption: INSTALL TWO GAS LOG SETS Valuation: $12,531.53 07/19/2007 Phone: 845-7797 IN07/19/2007 Phone: 668-3760 IN07/19/2007 Phone: 668-3760 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 *#}*#}*}#*}}#}##}*}*#}*}}*}}##*}##*}*}*}#*#**#}#}***}*#****#*##*##*} FEE SUMMARY *#*}*}}}**#}##*#}*#}*}*##**}#}***}*}**#}*}#*}*}#*#}##***#*# Mechanical-> $260.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $328.00 Plan Check-> $65.00 TOTAL FEES > $328.00 Additional Fees > $0.00 Investigation-> $0.00 Total Permit Fee > $328.00 Will Call-----> $3.00 Payments------ ----> $328.00 BALANCE DUE $0.00 Item: 05100 BUILDING DEPARTMENT 07/19/2007 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 0 (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. 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 o he Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN TELEPHONE AT 479- AT O OFFICE M 8:00 AM - 4 PM. SIGI?AT OF OWNER 4R CONTRACTOR FOR HIMSELF AND OWNER • • ******************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 07-27-2007 at 15:10:33 07/27/2007 Statement ******************************************************************************************** Statement Number: R070001374 Amount: $328.00 07/27/200703:08 PM Payment Method: Check Init: LC Notation: #1633/WESTERN FIREPLACE ----------------------------------------------------------------------------- Permit No: M07-0142 Type: MECHANICAL PERMIT Parcel No: 2103-114-1301-4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $328.00 This Payment: $328.00 Total ALL Pmts: $328.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 260.00 PF 00100003112300 PLAN CHECK FEES 65.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG? t I TOV Project #. Building Permit AVE Mechanical Permit #: itii v 7. Oil YZ. 7mff 970-479-2149 (Inspections) 75 S. Frontage Rd. Vail, Colorado 81657 Zg / TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to sca -- ? Mechanical Room Dimensions ? Combustion Air Duct Size and Location a ? Flue, Vent and Gas Line Size and Location Z??l ? Heat Loss Caics. ? Equipment Cut/Spec Sheets CONTRACTOR INFORMATION TOWN,O,F1//11. Mechanical Contracto I I '?II1. E-Mail Address: -- -.. - .. __._ Contractor Signature: 61 U J?frio- Town of Vail Reg. No.: Contact Person and Phone #'s: COMPLr_ i c VALUATION FOR MECHANICAL PERMITSLabor & Materials) MECHANICAL: $ Contact Eagle County Assessors Office at 970-328-8640 or visit www, ea4/e-counti com for Parcel # ? Parcel # ,? ' I Job Na e: QAA 1 Job Address: I _ ? ? I l Legal Description]j Lot: 11 Block: Filing: 11Subdivision: ??, Y1C>f19? I Owners NameQrX0& p lot 5ssi-1,1 <- (?_k vn Phone: Engineer: Address: Ii Phone: Detailed description of work: L47 t l L1rn (QLo -? bl ??. -750 TU P I . Work Class: New( ) Addition( ) Alteration (Repair ( ) Other ( ) v v I Boiler Location: Interior Exterior ( ) Other ( ) I' Does an EHU exist at this location: Yes( ) No ( ) 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: No/Type of Fireplaces. Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning ( ) I No/Type of Fireplaces Proposed: Gas Appliances.(';S.) Gas Logs (-r)) Wood/Pellet (.D,) Wood Burning (NOT ALLOWED) i Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes (_) No ( ) ************************FOR OFFICE USE ONLY***************************** ?.%_J_..1-n urn w........-.1- .. I . .. .. -_ -_-_ --- ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -12 -2013 at 10:56:07 02/12/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: 8070000037 Amount: $753.00 01/10/200710:40 AM Payment Method: Check Init: DDG ----------------------------------------------------------------------------- Notation: Terramont 4092 Permit No: P07 -0001 Type: PLUMBING PERMIT Parcel No: 2103 -114- 1301 -4 Site Address: 2417 GARMISH DR VAIL Location: 2417 GARMISCH DR Total Fees: $753.00 This Payment: $753.00 Total ALL Pmts: $753.00 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code -------------- - - - Description Current Pmts - -- ------------------------ PF 00100003112300 - - - - -- ------ - - - - -- PLAN CHECK FEES 150.00 PP 00100003111100 PLUMBING PERMIT FEES 600.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 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 PLUMBING PERMIT Permit #: P07 -0001 Job Address: 2417 GARMISH DR VAIL Plan Check —> Status ...: FINAL Location.....: 2417 GARMISCH DR Investigation -> Applied..: 01/05/2007 Parcel No...: 210311413014 Will Call —> Issued . .. 01/10/2007 Legal Description: Expires. .: 05/14/2008 Project No : OWNER PLAVEC, GEORGE W. 01/05/2007 Phone: 845 -7797 01/05/2007 PO BOX 3415 AVON CO 81620 APPLICANT TROPICAL HEAT INC. 01/05/2007 Phone: 926 -3126 PO BOX 4747 EDWARDS CO 81632 License: 315 -P CONTRACTOR TROPICAL HEAT INC. 01/05/2007 Phone: 926 -3126 PO BOX 4747 EDWARDS CO 81632 License: 315 -P Desciption: INSTALL NEW PLUMBING SYSTEM, DWV, H2O AND GAS FOR NEW DUPLEX Valuation: $40,000.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? #*##**#*s##++s## sfs+#*******###s### ss+ f * # # # + #s # # * * * *rt # # * } # } # + # +s +s #k# FEE SUMMARY +##+##*#*######}#}##+#s#+#}## * # * # * # # } # # *f # #k + # # # «ff # ## # #* # #* Plumbing —> $600.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> $753.00 Plan Check —> $150.00 TOTAL FEES----- - - - - -> $753.00 Additional Fees-- - - - - -> $0.00 Investigation -> $0.00 Total Permit Fee — -------- > $753.00 Will Call —> $3.00 Payments-------- - - - - -> $753.00 BALANCE DUE--- - - - - -> $0.00 Item: 05100 BUILDING DEPARTMENT 01/05/2007 cgunion Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this 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. o 07.02.2008 4:13 Dm Inspection Request Reporting Vail, CO - City Of Requested Inspect Date: Thursday, July 03, 2008 Inspection Area: CIA Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR A/P/D Information Activity: B06-0156 Type: B-BLD Sub Type: NDUP Const Type: 103 Occupancy: Use: VB Owner: PLAVEC, GEORGE W. Phone: 845-7797 Contractor: TERRAMONT BUILDING CONTRACTORS, INC Phone: 845-7797 Description: CONSTRUCTION OF A NEW DUPLEX Reouested Insoectionlsl Item: 540 BLDG-Final C/O Requestor: George Plavic Comments: will call George 390-5382, entry code 1234 Assigned To: JMONDRAGON Action: Time Exp: Page 6 Status: ISSUED Insp Area: CIA Requested Time: 08:00 AM Phone: 390-5382 Entered By: DGOLDEN K Insaection History U Item: 10 BLDG-Footings/Steel + UFER grd ** Approved ** 11/13/06 I t HN SH nspec or: A Action: NR NOT READY FOR INSPECTION Comment: RECEIVED CANCELATION REQUEST AFTER LEAVING INSPECTION. 11/21/06 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: PARTIAL APPROVAL FOOTINGS NOT INSPECTED ARE AS NOTED ON FILED SET OF R WET STABBING OF REBAR STEEL IIS? PERMITTED. SPOKff TO GCXNO 12/05106 Inspector: GCD Action: NR NOT READY FOR INSPECTION Comment: 12/08/06 Comment: Inspector: GCD Action: CR CORRECTION REQUIRED DOWEL LEG AT ELEVATOR FOOTING REQD TO BE 12". 04/02/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: INSPECTED REBAR FOR UPPER NORTH FOUNDATION ALL EXCEPT HELICAL PIERS INSPECTED. 08/09/07 Inspector: JRM Action: AP APPROVED Comment: 4 PADS ON TOP OF HELICAL PIERS Item: 20 BLDG-Foundation/Steel 12/05/06 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: ALL REBAR SIZE AND SPACING IS PER PLAN AS BUILT REINFORCING DOES NOT MEET APPROVED PLANS FOR COUNTER FORT AND EGRESS WINDOW. SUBMIT REVISED PLANS FOR REVIEW AND APPROVAL. AS BUILT DOES MEET UNAPPROVED REVISED PLAN. 12/08/06 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: LOW FDN WALLS AND 1st LIFT OF TALL WALLS APPR, LIFER GROUND ROD IN GARAGE WALL. 12/19/06 Inspector: shahn Action: PA PARTIAL APPROVAL Comment: APPROVED THE ELEVATOR PIT. APPROVED THE 2ND (FINAL) LIFT OF FOUNDATION WALL. APPROVED DRAWINGS DO NOT SHOW THE TOP OF WALL DETAIL. OK TO CLOSE PANELS IF ENOUGH PANELS LEFT OFF TO SEE TOP OF WALL DETAIL. CALL FOR REINSPECT. Item: 21 PLAN-ILC Foundation Plan ** Approved ** REPT131 Run id: 8089 r 0 0 04-08-2008 Inspection Request Reporting Page 30 4:53 Dm Vail _ City Of Requested Inspect Date: Wednesday, April 09, 2008 Inspection Area: CIA Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR A/P/D Information Activity: B06-0156 Type: B-BLD Sub Type: NDUP Status: ISSUED Const Type: 103 Occupancy: Use: VB Insp Area: CIA Owner: PLAVEC, GEORGE W. Phone: 845-7797 Contractor: TERRAMONT BUILDING CONTRACTORS, INC Phone: 845-7797 Description: CONSTRUCTION OF A NEW DUPLEX Reauested Insoection/sj ?? ?r?/ Q' Item: 530 BLDG-Temp. C/O Requested Time: 10:00 AM l v Requestor: GARMISCH DUP LLC Phone: (970) 479-2950 Assigned To: JMONDRAGON? Entered By: JMONDRAGON K Action: Time Ex?p Comment: UtNItU..... KtuUIRES P/W AND FI Hrrt<uVALS PRIOR TO REQUESTING A TCO. Item: 532 PW-TEMP. C/O Requested Time: 11:00 AM Requestor: INC RAMONT BUILDING CONTRACTORS, Phone: 845-7797 Assigned To: JMONDRAGON Entered By: DGOLDEN K Action: Time Exp: - ?? AA1 Ali t' rl Inspection History Item: 10 BLDG-Footings/Steel + UFER grd "Approved 11/13/06 Inspector: SHAHN Action: NR NOT READY FOR INSPECTION Comment: RECEIVED CANCELATION REQUEST AFTER LEAVING INSPECTION. . 11/21/06 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: PARTIAL APPROVAL FOOTINGS NOT INSPECTED ARE AS NOTED ON FILED SET OF PLANS NOT EXTERIOR PADS WERE INSPECTED ALSO. SPOKff TO GC. NO WET STABBING OF REBAR STEEL IS PERMITTED. 12/05/06 Inspector: GCD Action: NR NOT READY FOR INSPECTION Comment: 12/08/06 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: DOWEL LEG AT ELEVATOR FOOTING REQD TO BE 12". 04/02/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: INSPECTED REBAR FOR UPPER NORTH FOUNDATION ALL EXCEPT HELICAL PIERS INSPECTED. 08/09/07 Inspector: JRM Action: AP APPROVED Comment: 4 PADS ON TOP OF HELICAL PIERS Item: 20 BLDG-Foundation/Steel 12/05/06 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: ALL REBAR SIZE AND SPACING IS PER PLAN AS BUILT REINFORCING DOES NOT MEET APPROVED PLANS FOR COUNTER FORT AND EGRESS WINDOW. SUBMIT REVISED PLANS FOR REVIEW AND APPROVAL. AS BUILT DOES MEET UNAPPROVED REVISED PLAN. 12/08/06 Inspector: GCD Action: PA PARTIAL APPROVAL REPT131 Run Id: 7850 . , ® 0 04-04-2008 Inspection Request Reporting 4:23 pm Vail_ CO - City Requested Inspect Date: Monday, April 07, 2008 Inspection Area: SH Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR A/P/D Information Activity: E07-0205 Type: B-ELEC Const Type: Occupancy: Owner: PLAVEC, GEORGE W. Contractor: EAGLE SUMMIT ELECTRIC COMPANY Description: ELECTRICAL FOR NEW DUPLEX Reauested Insne Item: Requestor: Comments: Assigned To: Action: 190 ELEC-Final EAGLE SUMMIT ELECTRIC COMPANY Side A SHAHN Time Exp: r- / /'/'/j ?? Sub Type: NDUP Use: Phone: 845-7797 Phone: 719-836-3559 Page 28 Status: ISSUED Insp Area: SH Requested Time: 08:30 AM Phone: 471-1284 Entered By: DGOLDEN K Inspection History Item: 110 ELEC-Service "Approved" 10/29/07 Inspector: shahn Action: AP APPROVED Comment: 2 METER STACK OK. Item: 120 ELEC-Rough ** Approved ** 10/03/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: EAST "B" OK, EXCEPT GARAGE AND LOAD CENTER. 10/11/07 Inspector: SHAHN Action: AP APPROVED Comment: EAST SIDE "B" COMPLETE. 10/29/07 Inspector: shahn Action: AP APPROVED Comment: WEST SIDE ROUGH OK. Item: 130 ELEC-Conduit ** Approved ** 31 07 I t SH H 0 A ti AP APPROVED 8/ / nspec or: A N c on: Comment: TRENCH OK TO BACKFILL. Item: 140 ELEC-Misc. Item: 190 ELEC-Final REPT131 Run Id: 7844 0 J&- 0 0 07-01-2008 Inspectioya I' e 4:24 Dm Requested Inspect Date: Inspection Area: Site Address: A/P/D Information quest Reporting Page 24 - City f Wednesday, July 02, 2008 2417 GARMISH DR VAIL 2417 GARMISCH DR Activity: M07-0001 Type: B-MECH Sub Type: NDUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: PLAVEC, GEORGE W. Phone: 845-7797 Contractor: TROPICAL HEAT INC Phone: 926-3126 Description: INSTALL NEW BOILERS, FLUES AND RADIANT FLOOR HEAT SYSTEM AND ALL VENTING Requested Insoectionts) Item: 390 MECH-Final Requested Time: 08:00 AM Requestor: TROPICAL HEAT INC Phone: 926-3126 -or- 390-4222 Comments: entry code 1234, we George 390-5382, electrical, mechanical and PW all scheduled for today, Assigned To: JMONDRAGON Entered By: DGOLDEN K Action: Time Exp: Comment: tH5 I UNi I AH KOVED 4 Id . I Inspection History Item: 200 MECH-Rou h ** Approved 10/08/0 ** Inspector: JRM Action: PA PARTIAL APPROVAL Comment: B SIDE ONLY I APPROVED BATH FANS AND DRYER DUCT 10/31/07 Inspector: shahn Action: AP APPROVED Comment: WEST SIDE DRYER AND BATH FANS OK. Item: 310 MECH-Heat' 04/02/07 Comment: 04/09/07 Comment: 09/20/07 Comment: 10/02/07 Comment: ?n99 Approved Inspector: shahn Action: PI PARTIAL INSPECTION INSPECTED RADIANT TUBING IN GARAGE FLOOR FOR 100# AIR TEST Inspector: JRM Action: PI PARTIAL INSPECTION GARAGE SLAB EAST SIDE ONLY 2 ZONES 100 # AIR TEST Inspector: JRM Action: PA PARTIAL APPROVAL EAST SIDE ONLY, ALL HEAT LINES 100 # AIR TEST APPROVED Inspector: shahn Action: PI PARTIAL INSPECTION ALL WEST SIDE "A" WISBRO APPROVED 4 r;AUGFS inn AIP TEST Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final ** Approved ** 05/14/08 Inspector: JRM Comment: EAST UNIT APPROVED Action: PA PARTIAL APPROVAL REPT131 Run Id: 8087 :- • • 04-04-2008 Inspection Request Reporting Page 16 4:23 Dm VAH'C - City Of Requested Inspect Date: Monday, April 07, 2008 Inspection Area: CG Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR A/P/D Information Activity: M07-0001 Type: B-MECH Sub Type: NDUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: PLAVEC, GEORGE W. Phone: 845-7797 -Contractor: TROPICAL HEAT INC Phone: 926-3126 Description: INSTALL NEW BOILERS, FLUES AND RADIANT FLOOR HEAT SYSTEM AND ALL VENTING Reauested Inspection/s) Item: 390 MECH-Final Requestor: TROPICAL HEAT INC Comments: Side A will call 390-4222 Assigned To: JMONbRAGON Action: Time Exp: Requested Time: 10:00 AM Phone: 926-3126 -or- 390-4222 Entered By: DGOLDEN K ?A A J Inspection History Item: 200 MECH-Rou h *Approved ** 10/08/0 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: B SIDE ONLY APPROVED BATH FANS AND DRYER DUCT 10/31/07 Inspector: shahn Action: AP APPROVED Comment: WEST SIDE DRYER AND BATH FANS OK. Item: 310 MECH-Heating ** Approved ** 04/02107 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: INSPECTED RADIANT TUBING IN GARAGE FLOOR FOR 100# AIR TEST. 04/09/07 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: GARAGE SLAB EAST SIDE ONLY 2 ZONES 100 # AIR TEST 09120/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: EAST SIDE ONLY, ALL HEAT LINES 100 # AIR TEST APPROVED 10/02/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: ALL WEST SIDE "A" WISBRO APPROVED. 4 GAUGES 100 AIR TEST. Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final REPT131 Run Id: 7844 Jr'' 05-12-2008 4:33 Dm Inspection Request Reporting Vail, CO - City Of Requested Inspect Date: Tuesday, May 13, 2008 Inspection Area: CG Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR Page 22 A/P/D Information Activity: M07-0001 Type: B-MECH Sub Type: NDUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: PLAVEC, GEORGE W. Phone: 845-7797 Contractor: TROPICAL HEAT INC Phone: 926-3126 Description: INSTALL NEW FLUES AND RADIANT FLOOR HEAT SYSTEM AND ALL VENTING Reauested Insoectionts Item*/39 MECH-Final esto. T OPICAL HEAT INC / EORGE lent : ILL CALL GEORGE; ST 1/2 -d T : MONDRAGON ctio Time Exp: Inspection Historv Requested Time: 09:30 AM Phone: 970-390-4222, GEORGE Entered By: LCAMPBELL K Item: 200 MECH-Rough ** Approved ** 10/08/OT Inspector: JRM Action: PA PARTIAL APk?VAL Comment: B SIDE ONLY APPROVED BATH FANS AND DRYER DUCT 10/31/07 Inspector: shahn Action: AP APPROVED Comment: WEST SIDE DRYER AND BATH FANS OK. Item: 310 MECH-Heating ** Approved ** 04102/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: INSPECTED RADIANT TUBING IN GARAGE FLOOR FOR 100# AIR TEST. 04109/07 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: GARAGE SLAB EAST SIDE ONLY 2 ZONES 100 # AIR TEST 09/20/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: EAST SIDE ONLY, ALL HEAT LINES 100 # AIR TEST APPROVED 10/02/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: ALL WEST SIDE "A" WISBRO APPROVED. 4 GAUGES 100 AIR TEST. Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final o • REPT131 Run Id: 7948 •Ar- o 0 07-01-2008 Inspection Request Reporting 4:24 om Vail_ CO - City Of Requested Inspect Date: Inspection Area: Site Address: A/P/D Information Activity: M07-0142 Type: B-MECH Const Type: Occupancy: Owner: PLAVEC, GEORGE W. Contractor: WESTERN FIREPLACE SUPPLY, INC. Description: INSTALL TWO GAS LOG SETS AND TWO c Requested Inspection(s) Wednesday, July 02, 2008 2417 GARMISH DR VAIL 2417 GARMISCH DR Sub Type: NSFR Use: Phone: 845-7797 Phone: 668-3760 ,AS APPLIANCES Page 25 Status: ISSUED Insp Area: CG Item: 390 MECH-Final Requested Time: 08:30 AM Requestor: WESTERN FIREPLACE SUPPLY, INC. Phone: 668-3760 -or- (970) 827- 9623 Comments: entry code 1234, we George 390-5382, electrical, mechanical and PW all scheduled for today, Assigned To: JMONDRAGON Entered By: DGOLDEN K Action: Time Exp: I? Inspection Historv Item: 200 MECH-Rough " Approved 09/28/OT Inspector: JRM Action: AP APPROVED Comment: APPROVED 2 GAS LOG SETS AND 2 GAS APPLIANCES 10/04/07 Inspector: JRM Action: NO NOTIFIED Comment: CALLED FOR MECH VENTING WRONG PERMIT. NO PERMIT HAS BEEN PULLED FOR MECH VENT 10130/07 Inspector: SHAHN Action: NO NOTIFIED Comment: contractor notified that he called the mech vent inspection under the wrong permit. Item: 310 MECH-Heating Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final REPT131 Run Id: 8087 • 0 07-01-2008 Inspection Request Reporting Page 30 4:24 Dm Vail, CO - Cibi-of Requested Inspect Date: Wednesday, July 02, 2008 Inspection Area: CG Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR A/P/D Information Activity: P07-0001 Type: B-PLMB Sub Type: NDUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: PLAVEC, GEORGE W. Phone: 845-7797 Contractor: TROPICAL HEAT INC. Phone: 926-3126 Description: INSTALL NEW PLUMBING SYSTEM, DWV, H2O AND GAS FOR NEW DUPLEX Reauested Insoection(s) Item: 290 PLMB-Final Requested Time: 09:00 AM Requestor: TROPICAL HEAT INC. Phone: 926-3126 -or- 390-4222 Comments: entry code 1234, we George 390-5382, electrical, mechanical and PW all scheduled for today, Assigned To: JMONDRAGON Entered By: DGOLDEN K Action: Time Exp Comment: rirvHL At t muvtu FOR "A" SIDE (wt51 Comment: EAST SIDE APPROVED Insoection Historv Item: 210 PLMB-Underground ** Approved ** ti A AP APPROVED 01/18/07 c on: Inspector: JRM UNDER GROUND SIDE"A" WEST SIDE ONLY 7# AIR TEST Item: Comment: 220 PLMB-Rou h/D.W.V. ** Approved ** 09/07/0 Inspector: GCD Action: AP APPROVED Comment: 5psi TEST 09/24/07 Inspector: GCD Action: E AP APPROVED Comment: ST SIDE 6psi TEST W Item: 230 PLMB-Rou h/Water ** Approved ** 09/07/0 Inspector: GCD Action: AP APPROVED Comment: 09/24/07 100psi TEST Inspector: GCD Action: j AP APPROVED Item: Comment: WEST SIDE 100psi TEST 240 PLMB-Gas Piping Approved ** tion: CD A NR NOT READY FOR INSPECT 6N 08/31/07 c Inspector: G Comment: 09/07/07 Inspector: GCD Action: AP APPROVED Comment: XOCEL METER RELEASE UNDERGROUND SUPPLY FROM METER 09/24/07 Comment: Inspector: GCD Action: AP APPROVED WEST SIDE CSST 30psi TEST INSTALL NAIL PLATES AS DISCUSSED Item: 250 PLMB-Pool/Hot Tub Item: 260 PLMB-Misc. Item: 290 PLMB-Final 04/07/08 t C ** Approved ** Inspector: JRM Action: FINAL APPROVED FOR "A" SIDE (WEST) PA PARTIAL APPROVAL ommen : 05/14/08 Inspector: JRM Action: AP APPROVED Comment: EAST SIDE APPROVED + _l REPT131 Run Id: 8087 0 0 Y 04-04-2008 Inspection Request Reporting Page 18 4:23 om Vail, CO - Cot; Of Requested Inspect Date: Monday, April 07, 2008 Inspection Area: CG Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR A/P/D Information Activity: P07-0001 Type: B-PLMB Sub Type: NDUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: PLAVEC, GEORGE W. Phone: 845-7797 -,Contractor: TROPICAL HEAT INC. Phone: 926-3126 Description: INSTALL NEW PLUMBING SYSTEM, DWV, H2O AND GAS FOR NEW DUPLEX Reauested Insoection(sl Item: 290 PLMB-Final Requestor: TROPICAL HEAT INC. Comments: Side A will call 390-4222 Assigned To: JMONbRAGON Action: Time Exp: Inspection History Item: 210 PLMB-Underground ** Approved ** 01118/07 Inspector: JRM Action: AP APPROVED Comment: UNDER GROUND SIDE"A" WEST SIDE ONLY 7# AIR TEST Item: 220 PLMB-Rough/D.W.V. ** Approved ** 09/07/07 Inspector: GCD Action: AP APPROVED Comment: 5psi TEST 09/24/07 Inspector: GCD Action: AP APPROVED Comment: WEST SIDE 6psi TEST Item: 230 PLMB-Rough/Water Approved** Requested Time: 10:30 AM Phone: 926-3126 -or- 390-4222 Entered By: DGOLDEN K ?r t Comment: 100psi TEST 09/24/07 Inspector: GCD Action: AP APPROVED Comment: WEST SIDE 100 psi TEST Item: , 240 PLMB-Gas Piping * Approved ** 08/31/07 Inspector: GCD Action: NR NOT READY FOR INSPECTION Comment: 09/07/07 Inspector: GCD Action: AP APPROVED Comment: 30 'TEST INCLUDING UNDERGROUND SUPPLY FROM METER 01 METER RELEASE 09/24/07 Inspector: GCD Action: AP APPROVED Comment: WEST SIDE CSST 30psi TEST INSTALL NAIL PLATES AS DISCUSSED Item: 250 PLMB-Pool/Hot Tub Item: 260 PLMB-Misc. Item: 290 PLMB-Final REPT131 Run Id: 7844 05-12-2008 Inspection Request Reporting 4:33 om 1?aVCO -City Of Requested Inspect Date: Tuesday, May 13, 2008 Inspection Area: CG Site Address: 2417 GARMISH DR VAIL 2417 GARMISCH DR A/P/D Information Activity: P07-0001 Type: B-PLMB Sub Type: NDUP Const Type: Occupancy: Use: Owner: PLAVEC, GEORGE W. Phone: 845-7797 Contractor: TROPICAL HEAT INC. Phone: 926-3126 Description: INSTALL NEW PLUMBING SYSTEM, DWV, H2O AND GAS FOR NEW DUPLEX Reauested Insoectiontsl Page 28 Status: ISSUED Insp Area: CG Item: 290 PLMB-Final Requested Time: 09:00 AM Requestor: TROPICAL HEAT INC. /GEORGE Phone: 970-390-4222, GEORGE Comments: WILL CALL GEORGE; EAST 1/2 Assigned To: JMONDRAGON Entered By: LCAMPBELL K Action: Time Ex : Comment: rINAL HrrKuvtu FOR "A" SIDE (vvt5 i ) Insoecti on History / Item: Item: tem: tem: 210 PLMB-Underground ** Approved ** 01/18107 -Inspector: JRM Action: AP A P OVED Comment: UNDER GROUND SIDE"A" WEST SIDE ONLY 7 IR TEST 220 PLMB-Rou h/D.W.V. ** Approved ** 09/07/07 Inspector: GCD Action: AP A ROVED Comment: 5psi TEST 09124/07 Inspector: GCD Action: AP APPROVED Comment: WEST SIDE 6psi TEST 230 PLMB-Rou h/Water ** Approved ** 09/07/07 Inspector: GCD Action: AP APPROVED Comment: 1 00psi TEST 09/24/07 Inspector: GCD Action: AP APPROVED Comment: WEST SIDE 100psi TEST 240 PLMB-Gas Piping Approved ** 08/31/07 Inspector: GCD Action: NR NOT READY FOR INSPECTION Comment: 09/07/07 Comment: Inspector: GCD Action: AP APPROVED 30 * TEST INCLUDING UNDERGROUND SUPPLY FROM METER XCEL METER RELEASE 09/24/07 Comment: Inspector: GCD Action: AP APPROVED WEST SIDE CSST 30psi TEST INSTALL NAIL PLATES AS DISCUSSED Item: 250 PLMB-Pool/Hot Tub Item: 260 PLMB-Misc. Item: 290 PLMB-Final ** Approved ** 04/07/08 Comment: Inspector: JRM Action: PA PARTIAL APPROVAL FINAL APPROVED FOR "A" SIDE (WEST) REPT131 Run Id: 7948 E06 -0138 : Entries for Item: 190 - ELEC -Final 10:55 02/12/2013 Action Comments By Date Unique_ Key AP SHAHN 07/02/2008 A000115 283 Total Rows: 1 Page 1 P07 -0001: Entries for Item:290 - PLMB -Final 10:56 02/12/2013 Action Comments By Date Unique_ Key PA FINAL APPROVED FOR "A" SIDE (WEST) JRM 04/07/2008 A000112 352 AP EAST SIDE APPROVED JRM 05/14/2008 A000113 554 Total Rows: 2 Page 1