The URL can be used to link to this page

Home My WebLink AboutB12-0234k Department of Community Development 0 75 South Frontage Road TOWN OF VAIZ `' ♦ Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project #: _7S , 11 -- �5-1)1, �\ DRB #: Building Permit #: Lot #: Block # Subdivision: Work Class: New ( ) Addition l Alteration ( ) Type of Building t Single - Family ( ) Duplex( ) Multi - Family( i Commercial ( ) Other ( ) Work Type: Interior,( Exterior Both ( ) 4 } i Valuation of Work Included Plans Included Work Electrical ( )Yes ( )No ( )Yes ( )No 1 ooa Mechanical ( )Yes ( )No ( )Yes ( )No 5.0606—'o . ado - Plumbing ( )Yes ( )No ( )Yes ( )No Building ( )Yes ( )No ( )Yes ( )No 50•ad it Value of all work being performed: $ dZD (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage 22 I Detailed Scope and Location of Work: Project Street Address: 1-5-40 S A g,0 5i oNF_ �2 (Number) (Street) (Suite #) Building /Complex Name: C(4 k �- Contractor Information Business Name: t4ou-t- Coon?, o)bp , I&%x- Business Address: (l , y 60 �S�O City 0A11,_ 11,E State: C Zip: V65_0 Contact Name: Contact Phone: j ,l, -()— 310 — 0 1 '� V ` Contact E -Mail: 01 VII <"A-0 f 4A 1 tO 0, 1y40t/ 1 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 town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinances o'qo =applicable thereto. X Owner /Owner's Representative Signature (Required) Applicant Information C Applicant Name: —0-6w—i Applicant Phone: T�6 — 310- 3� Applicant E -Mail: V0 `�"` vet' es ote, Project Information ) v � J La / &&— Owner Name: ` Parcel #: (For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit www.eaglecounty.us /patie) For Office Use Only j Fee Paid: Received From: Cash Check # U— CC: Visa / MC Last 4 CC # exp date: Auth # (use additional sh Date Received: JUN 1 1 2012 OF VAIL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 0.)TOWN CM • Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12-0234 Project #: PRJ12-0051 Job Address: 1370 SANDSTONE DR VAIL Applied • 06/13/2012 Location • EIGER CHALETS UNIT 8 Issued. . . : 07/02/2012 Parcel No • 210312103008 OWNER LOPEZ, IVAN 06/13/2012 PO BOX 6852 AVON CO 81632 APPLICANT HOLM CONSTRUCTION 06/13/2012 Phone: 970-476-1777 PO BOX 5356 VAIL CO 81658 License: C000003128 CONTRACTOR HOLM CONSTRUCTION 06/13/2012 Phone: 970-476-1777 PO BOX 5356 VAIL CO 81658 License: C000003128 Description: EXTENSION OF THE TWO EXISTING UPPER LEVEL'BEDROOMS. Occupancy: R-2 Type Construction: VA Valuation: $60,000.00 w wwww wwww wwwww ww******wwww wwwwwww wwwww ww******ww www wwwwwwwwwww******wwwwwwwwwwww FEE SUMMARY Building Permit------> $713.75 Bldg Plan Check------> $463.94 Use Tax Fee– --- > $1,000.00 Electrical Permit -> $0.00 Elec Plan Check--------> $0.00 Restuarant Plan Review > $0.00 Mechanical Permit—> $100.00 Mech Plan Check--------> $25.00 Additional Fees---- -> $0.00 Plumbing Permit--> $0.00 Plmb Plan Check-----> $0.00 Recreation Fee---- > $21.00 Investigation > $0.00 Will Call------- --- > $15.00 TOTAL PERMIT FEES--••••••> $2,338.69 Payments--- --- ---> $2,338.69 BALANCE DUE-- -> $0.00 wwwwwwwwwwwwwwwwwwwww»iwewwwwww+rrwwww�wwwwww:w . DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 www»w:ww»wwww»wwwr»wwww»wwww»wwww»www»www,ex»xxxx»wwww»ww:w»wwww»wwxw»xxww»wwww»wwww» wwwwwwwxxx»xwxw»wwww»wwww»xxxw»xwww»:w CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B12-0234 Address: 1370 SANDSTONE DR VAIL Owner: LOPEZ, IVAN Location: EIGER CHALETS UNIT 8 www»»ww»wrwwwwwwxx»xwwwwwwwww»ww::wxwwrx»wxwxxwwwxw»wwwwwwwwww»w:www»»w»wwxxxw»wwxxwwww»ww:wwwwwww»wwwxxwxrww»wwww»www:»wwwwwwwwww»wxww»wwww»»ww»wwww»wwww»ww combination permit_012811 TOWN OF PAIL REQUIRED INSPECTIONS AND STATUSES Permit#: B12-0234 Address: 1370 SANDSTONE DR VAIL Owner: LOPEZ, IVAN Location: EIGER CHALETS UNIT 8 Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00230 PLMB-Rough/Water Item: 00240 PLMB-Gas Piping Item. 00310 MECH-Heating Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00090 BLDG-Final Item: 00542 PLAN-FINAL • combination permit_012811 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R120000708 Amount: $572.81 06/13/201210:04 AM Payment Method: Check Init: LC Notation: #4584 / HOLM CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B12 -0234 Type: COMBINATION BLDG PERMIT Parcel No: 2103 -121- 0300 -8 Site Address: 1370 SANDSTONE DR VAIL Location: EIGER CHALETS UNIT 8 Total Fees: $2,317.69 This Payment: $572.81 Total ALL Pmts: $572.81 Balance: $1,744.88 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- MP 00100003111100 MECHANICAL PERMIT FEES 83.87 PF 00100003112300 PLAN CHECK FEES 488.94 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R120000849 Amount: $1,765.88 07/02/201204:05 PM Payment Method: Check Init: LC Notation: #4592 / HOLM CONSTRUCTION Permit No: B12-0234 Type: COMBINATION BLDG PERMIT Parcel No: 2103-121-0300-8 Site Address: 1370 SANDSTONE DR VAIL Location: EIGER CHALETS UNIT 8 Total Fees: $2,338.69 This Payment: $1,765.88 Total ALL Pmts: $2,338.69 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 713.75 MP 00100003111100 MECHANICAL PERMIT FEES 16.13 RF 11100003112700 RECREATION FEES 21.00 UT 11000003106000 USE TAX 4% 1, 000.00 WC 00100003112800 WILL CALL INSPECTION FEE 15.00 f2f REScheck Software Version 4.4.3 Compliance Certificate Project Title: Lopez Remodel Energy Code: Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: Construction Site: 1370 Sandstone Dr. Vail, CO 81658 2009 IECC Vail, Colorado Multifamily Addition/Alteration 9248 6 Owner /Agent: Ivan Lopez 1370 Sandstone Rd. Vail, CO 81657 Compliance: Compliance: 17.0% Better Than Code Maximum UA: 94 Your UA: 78 The % Better or Worse Than Code index reflects how dose to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Designer /Contractor: Michael Hazard Michael Hazard Associates P.O. Box 1068 Vail, CO Ceiling 1: Cathedral Ceiling 220 0.0 50.0 4 Wall 1: Wood Frame, 16" o.c. 433 20.0 2.5 12 Window 1: Wood Frame:Double Pane with Low -E 75 0.290 22 Door 1: Glass 120 0.290 35 Floor 1: All -Wood JOiSt/Truss:Over Unconditioned Space 194 38.0 0.0 5 Compliance Statement: The proposed building design described here is consi�tent w' the building plans, specifications, and other calculations submitted with the permit application. The proposed building ha�sbeen ed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements ,litted EScheck I on Checklist. .�� /, Name - Itie /Signature D e C� Project Title: Lopez Remodel Report date: 06/11/12 Data filename: C: \Documents and Settings \mhazard \My Documents \REScheck \Lopez Expansion.rck Page 1 of 1 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 0.)TOWN CM • Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12-0234 Project #: PRJ12-0051 Job Address: 1370 SANDSTONE DR VAIL Applied • 06/13/2012 Location • EIGER CHALETS UNIT 8 Issued. . . : 07/02/2012 Parcel No • 210312103008 OWNER LOPEZ, IVAN 06/13/2012 PO BOX 6852 AVON CO 81632 APPLICANT HOLM CONSTRUCTION 06/13/2012 Phone: 970-476-1777 PO BOX 5356 VAIL CO 81658 License: C000003128 CONTRACTOR HOLM CONSTRUCTION 06/13/2012 Phone: 970-476-1777 PO BOX 5356 VAIL CO 81658 License: C000003128 Description: EXTENSION OF THE TWO EXISTING UPPER LEVEL'BEDROOMS. Occupancy: R-2 Type Construction: VA Valuation: $60,000.00 w wwww wwww wwwww ww******wwww wwwwwww wwwww ww******ww www wwwwwwwwwww******wwwwwwwwwwww FEE SUMMARY Building Permit------> $713.75 Bldg Plan Check------> $463.94 Use Tax Fee– --- > $1,000.00 Electrical Permit -> $0.00 Elec Plan Check--------> $0.00 Restuarant Plan Review > $0.00 Mechanical Permit—> $100.00 Mech Plan Check--------> $25.00 Additional Fees---- -> $0.00 Plumbing Permit--> $0.00 Plmb Plan Check-----> $0.00 Recreation Fee---- > $21.00 Investigation > $0.00 Will Call------- --- > $15.00 TOTAL PERMIT FEES--••••••> $2,338.69 Payments--- --- ---> $2,338.69 BALANCE DUE-- -> $0.00 wwwwwwwwwwwwwwwwwwwww»iwewwwwww+rrwwww�wwwwww:w . DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 G( ortech HEPWORTH- PAWLAK GEOTECHNICAL June 29, 2012 `BIZ_ 023( Ivan Lopez 1370 Sandstone Drive, Unit 8 Vail, Colorado 81657 ivan ay)k421imited.cem Job No. 112 071A Subject: Observation of Footing Pad Excavations, Proposed Addition, 1370 Sandstone Drive, Unit 8, Eiger Chalets, Vail, Colorado Dear Ivan: As requested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the excavation at the subject site on June 29, 2012 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation are presented in this report. We previously provided preliminary recommendations for the foundation design in a report dated May 18, 2012, Job No. 112 071A. The proposed construction is similar to that discussed in our previous report. The two footing pads to support the addition have been designed assuming an allowable soil bearing pressure of 2,500 psf, as previously recommended. At the time of our site visit to the site, the foundation excavation for the two footing pads had each been cut in one level about 4 feet below the adjacent ground surface. The soils exposed in the bottom of the excavations consisted of consisted of relatively dense, silty sand and gravel with cobbles and small to medium sized boulders. At the southwestern footing pad excavation, two boulders were protruding from the side to over the bottom of the excavation subgrade. The results of a gradation analysis performed on a sample of the sand and gravel with cobble and boulder soils (minus 3 inch fraction) obtained from the site are presented on Figure 1. No free water was encountered in the excavation and the soils were slightly moist. The soil conditions exposed in the excavations are consistent with those previously anticipated at the site and suitable for support of footing pads designed for the recommended bearing pressure of 2,500 psf. We understand the boulders protruding into the southwestern footing excavation were removed to allow bearing on a relatively level sub - grade. Loose and disturbed soils should be removed in the footing areas to 1��11��'I ii�3`�•YI r' �� 111�� I�llil';� i I�l.t'i1� -lli�� o ti1�1t11�7��3i1�' Ur'��'. i(� I0,ti�l G( ortech HEPWORTH- PAWLAK GEOTECHNICAL June 29, 2012 `BIZ_ 023( Ivan Lopez 1370 Sandstone Drive, Unit 8 Vail, Colorado 81657 ivan ay)k421imited.cem Job No. 112 071A Subject: Observation of Footing Pad Excavations, Proposed Addition, 1370 Sandstone Drive, Unit 8, Eiger Chalets, Vail, Colorado Dear Ivan: As requested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the excavation at the subject site on June 29, 2012 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation are presented in this report. We previously provided preliminary recommendations for the foundation design in a report dated May 18, 2012, Job No. 112 071A. The proposed construction is similar to that discussed in our previous report. The two footing pads to support the addition have been designed assuming an allowable soil bearing pressure of 2,500 psf, as previously recommended. At the time of our site visit to the site, the foundation excavation for the two footing pads had each been cut in one level about 4 feet below the adjacent ground surface. The soils exposed in the bottom of the excavations consisted of consisted of relatively dense, silty sand and gravel with cobbles and small to medium sized boulders. At the southwestern footing pad excavation, two boulders were protruding from the side to over the bottom of the excavation subgrade. The results of a gradation analysis performed on a sample of the sand and gravel with cobble and boulder soils (minus 3 inch fraction) obtained from the site are presented on Figure 1. No free water was encountered in the excavation and the soils were slightly moist. The soil conditions exposed in the excavations are consistent with those previously anticipated at the site and suitable for support of footing pads designed for the recommended bearing pressure of 2,500 psf. We understand the boulders protruding into the southwestern footing excavation were removed to allow bearing on a relatively level sub - grade. Loose and disturbed soils should be removed in the footing areas to 1��11��'I ii�3`�•YI r' �� 111�� I�llil';� i I�l.t'i1� -lli�� o ti1�1t11�7��3i1�' Ur'��'. i(� I0,ti�l Ivan Lopez June 29, 2012 Page 2 expose the undisturbed natural coarse granular soils. Other recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavations and did not include subsurface exploration at the site. Variations in the subsurface conditions below the excavations could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH jCAL, INC. David A. Young, P. 1, � 412- ; DAY/ksw cc: Holm Construction — Claes Holm (holminvaiIA- maiL. com) KRM Consultants — Tim Hennum (tim n.krmconsultants.com) Michael Hazard, Architect — (mha54(gcomcast.net) Job No. 112 071A G95bech i 09-14-2012 Inspection Request Reporting Page 1 8:11 am Vail, CO - City Of Requested Inspect Date: Monday,September 17, 2012 Site Address: 1370 SANDSTONE DR VAIL EIGER CHALETS UNIT 8 A/P/D Information Activity B12-0234 Type: COMBO Sub Type: AMF Status: ISSUED Const Type Occupancy: Use: R-2 Insp Area: Owner LOPEZ, IVAN Contractor: HOLM CONSTRUCTION Phone: 970-476-1777 Description: EXTENSION OF THE TWO EXISTING UPPER LEVEL BEDROOMS. Requested Inspection(s) Item 90 BLDG-Final Requested Time 08:30 AM Requestor Phone Assigned To JMONDRAGON Entered By JMONDRAGON K Action Time Exp: Comment - 1Z Inspection History Item: 10 BLDG-FOOTING **Approved** 07/20/12 Inspector: sgremmer Action: AP APPROVED Comment: soils report in-file Item: 20 BLDG-Foundation/Steel Item: 120 ELEC-Rough **Approved** 08/23/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough **Approved** 08/23/12- Inspector: sgremmer Action: AP APPROVED Comment: Item 230 PLMB-Rough/Water Item 240 PLMB-GasPiping Item 310 MECH-Heating Item 30 BLDG-Framing **Approved** 08/23/12 Inspector: sgremmer Action: AP APPROVED Item: 50 BLDG Insulation **Approved** C08/merit Inspector: mdenney Action: AP APPROVED Item: 60 BLDG-Sheetrock Nail **Approved** 08/23/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: lathe 09/04/12 Inspector: JRM Action: AP APPROVED Comment: Item: 190 ELEC-Final **Approved** 09/11/12 Inspector: mdenney Action: AP APPROVED Comment: Item: 290 PLMB-Final **Approved** 09/11/12 Inspector: mdenney Action: AP APPROVED Comment: Item: 390 MECH-Final **Approved** 09/11/12 Inspector: mdenney Action: AP APPROVED Comment: Item: 90 BLDG-Final **Approved** 09/11/12 Inspector: mdenney Action: AP APPROVED Comment: Item: 542 PLAN-FINAL **Approved** 09/12/12 Inspector: bgibson Action: AP APPROVED REPT131 Run Id: 14850 ?IZ3- 12