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Home My WebLink AboutB12-0374 permit issuedMarch 25, 2013 Mr. Brennen Fitzgrald ` Scott S. Turnipseed, AIA 1143 Capitol St., Suite 211 Eagle, CO 81631 RE: New Duplex 4017 Lupine Dr. Vail, Colorado Dear Brennen: ` 612 Y NEWKIRK ENGINEERING 6 Consulting Structural Engineering 410 River View Dr. #306 New Castle, Colorado 81647 970424 -1456 During my visit to the referenced site on 3/25/13 the following items were noted as requiring correction or completion: Item #1: In Unit A, on the main level in the south wall of the stairwell, between the stair and Laundry Room, the stud pack indicated by keynote #5 is missing. Item #2: In Unit A, on the main level in the southwest corner of the Great Room, the stud pack indicated by keynote #5 is missing. Item #3:. In Unit A, on the main level in the west wall of the Master Bath, the fourth stud pack y` indicated by keynote #5 north of the southwest corner is missing. Item #4: Ita Unit A, on the main level at the south side of the Great Room, at the northwest corner of the Pantry, the stud pack indicated by keynote #7 is missing. Item #5: In Unit A, on the main level in the east wall of the Laundry Room, the stud pack indicated by keynote #7 is missing. Item 46: In Unit A, on the main level at the Covered Entry, the two stud packs indicated by keynote #5 in the exterior wall on either side of the front door are missing. Item 47: In Unit A, on the main level in the Study Bath, the stud pack indicated by keynote #7 in the southeast corner is missing. Item #8: In Unit A, on the main level in the southwest corner of the Butler's Pantry, the stud park indicated by keynote #5 is missing. Item #9: In Unit A, on the main level in the west wall of the Mechanical Room, the two stud packs indicated by keynote #5 are missing. Item #10: In Unit A, on the main level in the south wall of the Powder Room, the stud pack indicated by keynote #7 is missing. Item #11: In Unit A, on the upper level in the west wall of Bedroom #3, the southern of the two stud packs indicated by keynote #8 is missing. Item #12: In Unit B, on the main level in the west wall of the Powder Room, the stud pack indicated by keynote #25, in the southwest corner, is missing. Item #13: In Unit B, on the main level in Dining Room, the south wall has been framed with a bay window and is adequate as constructed. Mr. Brennen Fitzgerald March 28, 2013 Page 2 Please forward this letter to the project superintendent after your review. Sincerely: NEWKIRK ENGINEERf NG V2387S Paul Newkirk. P.E. Principal NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWNQFVA[I.; 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 -0374 Job Address: 4017 LUPINE DR VAIL Location......: UNIT B / EAST / SECONDARY Parcel No....: 210112219004 1WNER TRUSCHEIT, ROBERT E. 08/17/2012 2338 HEARTH DR 39 EVERGREEN CO 80439 ONTRACTOR SAMELSON BIGHORN LOT 7 LLC 08/23/2012 SAMELSON DEV CORP, LES SAMELSON PRESIDENT PO BOX 418 VAI L CO 81658 License: C000003600 Project #: PRJ11 -0709 Applied.....: 08/17/2012 Issued...: 09/12/2012 Phone: 970 - 376 -0076 RCHITECT SCOTT TURNIPSEED, AIA 08/17/2012 Phone: 970 - 328 -3900 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 PPLICANT TRUSCHEIT, ROBERT E. 08117/2012 2338 HEARTH DR 39 EVERGREEN CO 80439 escription: EW SFR UNIT B / EAST / SECONDARY Occupancy: Type Construction: Valuation: $651,000.00 . », «..»..,.,......,� »...,..»«..«..,..««...««.»» ..........««..».« » «»«««»«»« ««»« FEE SUMMARY ••«.»«««.«»««..... * jilding Permit --> $3,951.00 Bldg Plan Check - -> $2,568.15 Use Tax Fee– --> $12,820.00 ectrical Permit - > $494.50 Elec Plan Check - - - -> $321.43 Restuarant Plan Review - -> $0.00 echanical Permit —> $300.00 Mech Plan Check - - - -> $75.00 Additional Fees > $0.00 umbing Permit - -> $360.00 Plmb Plan Check - - -> $90.00 Recreation Fee - ---> $653.40 Investigation —> $0.00 Will Call -- > $20.00 TOTAL PERMIT FEES --- –> $21,653.48 Payments - -- —> $21,653.48 BALANCE DUE -- -> $0.00 DECLARATIONS agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure ;cording to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and :her ordinances of the Town applicable thereto. EQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 R AT OUR OFFICE FROM 8:00 AM - 4:00 PM. -mbination permit - 012811 EM CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12 -0374 Owner: TRUSCHEIT, ROBERT E. NIT B / EAST / SECONDARY Address: 4017 LUPINE DR VAIL ond: CON0012786 Exterior light fixtures shall comply with Town of Vail lutdoor Lighting Regulations, with after market sheild stalled in sconces to be fully cut off to comply with own of Vail Outdoor Lighting Regulations. ond: 50 =IRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY JITH NFPA 13R(2007) AND VFES STANDARDS. ond: 51 =IRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL OMPLY WITH NFPA 72(2007) AND VFES STANDARDS. nbination permit-012811 Location: OVAIUL DWN REQUIRED INSPECTIONS AND STATUSES Permit #: B12 -0374 Owner: TRUSCHEIT, ROBERT E. NIT B / EAST / SECONDARY Address: 4017 LUPINE DR VAIL Location: em: 00090 BLDG -Final )mbination permit-012811 NEWKIRK ENGINEERING Consulting Strmcxural Engineering 410 River Bend Dr._ 4306 New Castle, CO 81647 210- 380 -1837 October 29, 2012 Mr. Les Samelson Samelson Bighorn Lot 7 LLC Re: New Duplex 4017 Lupine Dr_, Units A & B Vail, CO f. I have no requirements on the structural drawings that I prepared for this project regarding special inspection for soil compaction_ Also, the concrete compressive strength that I require on sheet S2.1 is 3,000 psi for footings, walls and slabs on grade. I understand that you have elected to use 4,000 psi for serviceability for the slabs on grade_ The slabs on grade, as well as footings and foundation walls, do not therefore require special kapection Please let me know if you have any questions or if I may be of future assistanee. Sincerely: West Slope Testing & Inspection LLC 3177 Glendatn Dr. Grand Junction, CO 81504 Phone: 970 - 434 -6988 Cell: 970 -260 -2844 Final Date: 2 -18-13 In Client: HP Geotech (Job #HP 111344A) Project: Lupine Duplex Address: 4017 Lupine Dr. Vail, CO Building Permit No: Al2 -0376 & B12 -0374 General Contractor: Samelson Development Inspection of shop fabrication or field work at job site: Report #2 Page 1 of 1 & Field Report: Visually inspected welding & bolting at wood team nucxers, and wumwt at connections of buckets to tops of steel columns roof level framing both units. The welding & bolting inspected. as outlined above appeared to be in substantial conformance with the plans, and the quality requirements of the AWS D1.1 Structural Welding Code. To the best of my knowledge this completes the special inspections of the structural steel welding, high strength bolting, and steel frame details as outlined in reports #1 & #2 for the project. JE YInspector/Technician: Douglas E Young 1 1 1 '711201 West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970- 434 -6988 Cell: 970 -260 -2844 n Report Date: 12 -20-12 Client: HP Geotech (Job #B P 111 344A) Project: Lupine Duplex Address: 4017 Lupine Dr. Vail, CO Building Permit No: Al2 -0376 & B12 -0374 General Contractor: Samelson Development Inspection of shop fabrication or field work at job site: Report #1 Page 1 of 1 & Field Report: Visually inspected welding, and verified materials, details, and bolting at steel columns (base & bucket connections) main to upper floor framing. The welding, bolting, and steel frame details inspected as outlined above appeared to be in substantial conformance with the plans, and the quality requirements of the AWS D1.1 Structural Welding Code. The roof level steel (welding/bolting) will need to be inspected at a later date when completed Inspector/Technician: Douglas E Young �l 14 L . March 19, 2013 Mr. Les Samelson Samelson Bighorn Lot 7 LLC Re: New Duplex 4017 Lupine Dr., Units A & B Vail, CO Dear Les: v / % / ' U,1"& L Dr NEWKIRK ENGINEERING Consulting Structural Engineering 410 River Bend Dr., #306 New Castle, CO 81647 970 - 424 -1456 612 -O S7 � 13,-L -�3Z�- I have reviewed the steel column base plate grouting for the interior column bases that will be incased in concrete closure pours and have found the grout installation to be satisfactory. Please let me know if you have any questions or if I may be of further assistance. Sincerely: NEWKIRK ENGINEERING Paul H. Newkirk, PE Principal -7. -, -:. West Slope Testing & hmpection LLC Report #1 3177 Glendam Dr. Grand Junction, CO 81504 Page 1 of 1 Phone: 970- 434 -6988 Cell: 970 - 260 -2844 Inspection Report Date: 12 -20-12 Client: I3P Geotech (Job #BP 111 344A) / Project: Lupine Duplex Address: 4017 Lupine Dr. Vail, CO _- ✓� Building Permit No: Al2 -0376 B12 -0374 General Contractor: Samelson Development Inspection of shop fabrication or field work at 'ob site: S op field Report: Visually inspected welding, and verified materials, , and bolting at steel columns (base & bucket connections) main to upper floor framing. The welding, bolting, and steel frame details inspected as outlined above appeared to be in substantial conformance with the plans, and the quality requirements of the AWS D1.1 Strucbnal Welding Code. The roof level steel (welding/bolting) will need to be inspected at a later date when completed. Inspector/Technician: Douglas E Youngr� j 14 �= Gmail - Inspection Report #1 for Job No. 111 344A (4017 Lupine Drive) Page 1 of 1 Les Samelson< lessamelson@gmail.com> Inspection Report #1 for Job No. 111 344A (4017 Lupine Drive) 1 message Lena Galliher< lenag @hpgeotech.com> Fri, Dec 28, 2012 at 3:25 PM To: Les Samelson <LesSamelson @gmail.com> Cc: Scott Tumipseed <scott @sstaia.com> Please see attached report. If you have any questions please give us a call. Thank you, Lena Lena Galliher Administrative Assistant 5020 County Road 154 Glenwood Springs, co 81601 ,v Report #1.pdf 22K httns: // mail.e ooele .com /maill?ui= 2 &ik= 5affcOf282& view= vt&search= inbox &th= 13be39... 12/28/2012 West Slope Testing & Inspection LLC Report ##2 3177 Glendam Dr. Grand Junction, CO 81504 Page 1 of 1 Phone: 970- 434 -6988 Cell: 970 -260 -2844 Final Insuection Report Date: 2- 18-13 Client: BP Geotech (Job #HP 111344A) Project: Lupine Duplex Address: 4017 Lupine Dr. Vail, CO \ I Building Permit No: Al2 -0376 & B12 -0374 General Contractor: Samelson Development Inspection of shop fabrication or field work at job site: Shop Field Report: Visually inspected welding & bolting at wood beam buckets, and welding at connections of buckets to tops of steel columns roof level framing both units. The welding & bolting inspected as outlined above appeared to be in substantial conformance with the plans, and the quality requirements of the AWS D 1.1 Structural Welding Code. To the best of my knowledge this completes the special inspections of the structural steel welding, high strength bolting, and steel frame details as outlined in reports #1 & #2 for the project. Inspector/Technician: Douglas E Young 17-71141201 ot *4i it - Steel Inspection for 4017 Lupine Drive (Job No. 111 344A) Page 1 of 1 Les Samelson < lessamelson@gmail.com> A. Steel Inspection for 4017 Lupine Drive (Job No. 111 344A) 1 message Lena Galliher < lenag@hpgeotech.com> Fri, Mar 29, 2013 at 9:22 AM To: Les Samelson <LesSamelson @gmail.com> Please see attached report. If you have any questions please give us a call. Thank you, Lena Lena Galliher Administrative Assistant ienag @hpgeotech.con'� 5020 County Road 154 Glenwood Springs, Co 81601 Report #2.pcif 23K https:llmail. google.comlmaill ?ui= 2 &ik =5 affcOf282 &view=pt&search= inbox &th =13 db6be... 3/29/2013 i NEWKIRK ENGINEERING Consulting Structural Engineering 410 River Bend Dr., #306 New Castle, CO 81647 970 - 424 -1456 March 19, 2013 Mr. Les Samelson Samelson Bighorn Lot 7 LLC Re: New Duplex 4017 Lupine Dr., Units A & B Vail, CO Dear Les: I have reviewed the steel column base plate grouting for the interior column bases that will be incased in concrete closure pours and have found the grout installation to be satisfactory. Please let me know if you have any questions or if I may be of further assistance. Sincerely: NEWKIRK ENGINEERING Paul H. Newkirk, PE Principal Gmail - Photo steel 4017 lupine Page 1 of 1 Les Samelson < lessamelsonfgmail.com> Photo steel 4017 lupine 2 messages Les Samelson < lessamelson @gmail.com> Tue, Mar 19, 2013 at 10:35 AM To: Paul Newkirk <newkirk56 @gmail.com> Sent from my iPhone photo.JPG 427K Paul Newkirk < newkirk56 @gmail.com> Tue, Mar 19, 2013 at 12:24 PM To: Les Samelson <lessamelson@gmail.com> Cc: Brennen Fitzgerald <brennen @sstaia.com> Les: Attached is the letter for the base plate grouting. Paul On Tue, Mar 19, 2013 at 10:35 AM, Les Samelson <9essarneisonCaymais oor > wrote: Sent from my iPhone �g 4017 Lupine -2.doc 334K httvs: // mail. google .com /maill?ui= 2 &ik= 5affcOf282 &view= pt&search= inbox &th =13d83 82... 3/19/2013 NEWKIRK ENGINEERING Consulting Structural Engineering 410 River Bend Dr_ #306 New Castle, CO 81647 210- 380 -1837 October 29, 2012 Mr. Les Samelson Samelson Bighorn Lot 7 LLC Re: New Duplex 4017 Lupine Dr., Units A & B Vail, CO I have no requirements on the structural drawings that I prepared for this project regarding special inspection for soil compaction. Also, the concrete compressive strength that I require on sheet S2.1 is 3,000 psi for footings, walls and slabs on grade_ I understand that you have elected to use 4,000 psi for serviceability for the slabs on grade. The slabs on grade, as well as footings and foundation walls, do not therefore require special inspection Please let me know if you have any questions or if I may be of future assistance. Sincerely: -tom CO 1 12 -16 -2013 inspection Request Reporting � Page 11 4733 pm Veil CO - Oi p Requested Inspect Date: Tuesda December 17, 2013 Site Address: 4017 IT ETAS T/ SECONDARY A /P /D Information Activity: B12 -0374 Type: COMBO Const Type: Occupancy: Owner: TRUSCHEIT, ROBERT E. Contractor: SAMELSON BIGHORN LOT 7 LLC Architect: SCOTT TURNIPSEED, AIA Description: NEW SFR UNIT B / EAST / SECONDARY Re uested Ins e ' n s .1 em: 91 PW -Final driveway grade Regd estor: Comments: 376 -0076 Assigned To: JMONDRAGON ,Action: a Exp: Item: 90 BLDG -Final Requestor: Comments: 376 -0076 Assigned To: SG MER Action: Time Exp: Sub Type: ASFR Use: Phone: 970- 376 -0076 Phone: 970- 328 -3900 Status: ISSUED Insp Area: Requested Time: 08:00 AM Phone: Entered By: MHAEBERLE K Requested Time: 01:00 PM Phone: Entered By: MHAEBERLE K Item: 290 PLMB -Final Requested Time: 02:30 PM Requestor: Phone: Comments: 376-007,6 Entered By: MHAEBERLE K Assigned To: SG ER Action: Time Exp: Comment: R CONDENSATE DRAIN- REQUIRED Item: 310 MECH- Heating Requested Time: Phone: 03:00 PM Requestor: Comments: Assigned To: 376 -0076 SG REM R Entered By: MHAEBERLE K Time Exp: P Item: 390 MECH -Final Requested Time: Phone: 02:00 PM Requestor: Comments: Assigned To: 376 -0076 SG R Entered By: MHAEBERLE K Action: Comment: Time Exp: BE EXTENDED 361NZHE�ABOVE ROOF LOCAL AMENDMENT. KIT EN EXHAUST NOT READY �U4 vu—) Inspection History Item: 90 BLDG -Final Item: 10 BLDG - FOOTING **Approved** 10/03/12 Inspector: sgremmer Action: AP APPROVED REPT131 Run Id: 14658