Loading...
HomeMy WebLinkAboutB12-0376 permit issued / 01-24-2014 Inspection Request Reporting . Page 6 4:22 pm Vail, CO - City Of ( — Requested Inspect Date: Monday,January 27, 2014 Site Address: 4017 LUPINE DR VAIL UNIT A I WEST/PRIMARY A/P/D Information Activity B12-0376 Type: COMBO Sub Type: ADUP Status: ISSUED Const Type Occupancy: Use: R-3 Insp Area: Owner TRUSCHEIT, ROBERT E. Contractor: SAMELSON BIGHORN LOT 7 LLC Phone: 970-376-0076 Contractor: SCOTT S.TURNIPSEED,AIA Phone: (970) 328-3900 Description: NEW SFR UNIT A/WEST/PRIMARY Requested Inspection(s) Item 90 BLDG-Final Requested Time: 01:00 PM Requestor Phone: Comments 376-0076 Assigned To N GON Entered By: MHAEBERLE K Action Time Exp: k_ax. s I1.a4 " qt,c,;.(ded of c c Tj ''( p �P� �LwSi/Jti��D� coayp� ' y c/D \\21 496 Inspection History Item: 532 PW-TEMP. C/O **Approved** 11/25/13 Inspector: Is Action: AP APPROVED Comment: Item: 10 BLDG-FOOTING **Approved** 10/03/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel **Approved ** 10/11/12 Inspector: sgremmer Action: NR NOT READY FOR INSPECTION Comment: 10/16/12 Inspector: sgremmer Action: DN DENIED Comment: Not ready 10/17/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 21 PLAN-ILC Foundation Plan **Approved** 04/03/13 Inspector: Warren Action: AP APPROVED Comment: Item: 110 ELEC-Service **Approved** 11/09/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough **Approved** 04/01/13 Inspector: sgremmer Action: AP APPROVED Comment: 04/30/13 Inspector: sgremmer Action: AP APPROVED Comment: infloor heat Item: 210 PLMB-Underground **Approved** 04/01/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB-Rough/D.W.V. **Approved** 04/01/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 230 PLMB-Rough/Water **Approved** 11/02/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: underground only 04/01/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 240 PLMB-Gas Piping **Approved** REPT131 Run Id: 14681 I-- March 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: 2 - C s CF 6Il s, � `/ NEWKIRK ENGINEERING Consulting Structural Engineering 410 River View Dr. #306 New Castle, Colorado 81647 970 -424 -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 42: In Unit A, on the main level in the southwest corner of the Great Room, the stud pack indicated by keynote 45 is missing. Item 43: In Unit A, on the main level in the west wall of the Master Bath, the fourth stud pack indicated by keynote #5 north of the southwest corner is missing. Item 44: In 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 45: 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 #6: 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 #7: 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. t Mr. Brennen Fitzgerald March 28, 2013 Page 2 Please forward this letter to the project superintendent after your review. Sincerely: NEWKIRK ENGINEER;NG Paul Newkirk. P.E. Principal NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ME CWF *K' 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 -0376 Job Address: 4017 LUPINE DR VAIL Location......: UNIT A / WEST / PRIMARY Parcel No....: 210112219004 OWNER TRUSCHEIT, ROBERT E. 08/21/2012 2338 HEARTH DR 39 EVERGREEN CO 80439 CONTRACTOR 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.....: 08/21/2012 Issued...: 09/12/2012 Phone: 970 - 376 -0076 CONTRACTOR SCOTT S. TURNIPSEED, AIA 08/21/2012 Phone: (970) 328 -3900 PO BOX 3388 EAGLE COLORADO 81631 License: 320 -A APPLICANT TRUSCHEIT, ROBERT E. 08/21/2012 2338 HEARTH DR 39 EVERGREEN CO 80439 Description: NEW SFR UNIT A/WEST /PRIMARY Occupancy: R -3 Type Construction: VB Valuation: $899,000.00 rrrrrrwwr.«.. rrr«..w.«..... rrrr.. rrr........... rrrr rrrrrrr.r...r....r..rrrrrrrrrr FEE SUMMARY * rrrr. rwrwr. www. rrwww., www«« ww. wwwwwwwwwwwww ww« wr .w «......wwwr...www. « «r. «rrrrr Building Permit > $5,129.00 Bldg Plan Check - - - -> $3,333.85 Use Tax Fee— --> $17,780.00 Electrical Permit > $667.00 Elec Plan Check - - -> $433.55 Restuarant Plan Review > $0.00 Mechanical Permit —> $420.00 Mech Plan Check - > $105.00 Additional Fees— -> $0.00 Plumbing Permit - -> $480.00 Plmb Plan Check - - -> $120.00 Recreation Fee ---- -- -> $855.30 Investigation---- ---- -> $0.00 Will Call -- -> $20.00 TOTAL PERMIT FEES -- > $29,343.70 Payments--- - - -> $29,343.70 wrr► wrwwww► wwrwwwrwwxwwwwwwrww wwwwwwww« w« rrrrrwrrr. rww« BALANCE DUE – rrrrrrrwwwrwwrrrr wrr: rrrrrrrrrrrrrrrrrrrrrrrrrr► rrrrrwrrwwwwwwwwwww wwwwwrrwwrwrw rwwwwwrwrrwrwrrrrr -> «rrserrrrrrrwrrrrrmrrrr $0.00 »rrr 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 KM rxrrwrrrwrrrrrrrrxxxwwxxxrxrrwwrrrrrrrrrxxxxxxwwrrrwrwrrwrr►► rrrxxxxxxwwwrwx► rrwrrr: rrrxrxrerxxxxxxxwrrrrrrrrrrwrxwxwwxwwwrrrrrrrr► xxxxxxxwwwxrrwrrrr► rrxfrrrxwxrwwxxwrrrrrrrrrrrrrrr CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12 -0376 Owner: TRUSCHEIT, ROBERT E. UNIT A / WEST / PRIMARY Address: 4017 LUPINE DR VAIL Location: rrrkrrrrrrrrw►x rrrrxxxrrrrrrrrrrrrrrrrrrrxrrwwrxrtrwrrxrrrrrrrrrxrrrwwrxxwwxxrrrrwsewrrrrrrwrrrrrrrrrrxrrrrrrrrrrxrrrrrrrrrrrrrrrxxxrrxr► rrrrrrrrrrrwrrrrrrrrrxxwrrrrrrrrrrrrrrrrrrrrrr Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007) AND VFES STANDARDS. Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007) AND VFES STANDARDS. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 combination permit-012811 TOW OF VAIL L: 7 REQUIRED INSPECTIONS AND STATUSES Permit* B12 -0376 Owner: TRUSCHEIT, ROBERT E. UNIT A / WEST / PRIMARY Address: 4017 LUPINE DR VAIL Location: Item: 00010 BLDG - FOOTING Item: 00020 BLDG - Foundation /Steel Item: 00021 PLAN -ILC Foundation Plan Item: 00110 ELEC - Service Item: 00200 MECH -Rough Item: 00210 PLM B-U nderg round Item: 00220 PLMB- Rough /D.W.V. Item: 00230 PLMB- Rough/Water Item: 00240 PLMB -Gas Piping Item: 00310 MECH- Heating Item: 00320 MECH- Exhaust Hoods Item: 00410 Special Inspect - progress rept Item: 00022 PLAN -ILC FRAMING Item: 00030 BLDG- Framing Item: 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00190 ELEC -Final Item: 00390 MECH -Final Item: 00290 PLMB -Final Item: 00420 Special Inspect -final rept Item: 00542 PLAN -FINAL Item: 00543 PW FINAL Item: 00538 FIRE -FINAL C/O Item: 00090 BLDG -Final Item: 00540 BLDG -Final C/O combination permit-012811 x,12- 03�-co Smember 27, Sarnelson Development Commy Amzv Les K 0. W Val PACY"K S JK� `3Cm afl.coi qv job V. 111 340� LUPvv ThN, V�h clonns, .As requeAcd, a regmaNnurn CWschrucK inc, ebbs M, M, excavation at Me subbuz she on Senzenher 24. ]"1 cv-al-ua!'t "he so"I e'-" pvt� i"')!- f�UndatlGn At indog ar"d -!nUmawn den "I in jvm n US invan. TO a '_-Iad-v Roy dosigp V RMOMS m On SO no! O&VInva an NOngn in 0 wo-Inn-I Thu Insposed congivanon is ON& to that disc ussIE. d, oiii' -p read 0 r Ar snAs deAgnndi ay,,- &I bo, v-,abe dean;-Igi .t?.. s of 1500 pkivere recommencle6 foundation s-uipport- 'k- -, thic, '6"n�: Ccur Olt ViN we foondmon su, had becr. cat in --',vo llivc1k�z firco-n " w �V .. j! a 'Is ox-Posed in It botmi of We excanaion conshted ofr,�Iafive!k a 1 he so dense. -hghtly s iky sandy S7avcj ind cob'�,)',Ies vIth houkas. T lac a.-\ca �,,ution s-ubgrack: had beerl conTaaed, Tlh,--re We Mime mas I die ioudwastem porlmi of the excavaWn W when probei &W a ha r pemnrat�,a ibi-- un to 41'-- :eey deprin, At this thnn we 1 econalm6ed the Sol most mreas Ibe sul - wad k �-cplaccd with inch rock',viudi we undmand as donv. W [ri° e 1 a encountered it) mravation and the sofis w'crc motst t:�� ,*ery The soil comcktions exposed in the excavahan are consiton with lose prcvmusQ- ,:ncounia-z-r�d u-c� the ske an-J suittiNlc flir suppoi.-- e, fsprtad. R)oni-ngs desig!-ied jt)r Qc- -recorarriended allow-abie bearinupressure --c-)f 2.500 11> f Loo se ri 'I dist a urbed soils should re, nnco,!cd in the areas to expose the undisturbed natural soils and the bea-. ing QW0 Wn be membWd wkh conTmed scremed rock. (Daher recommendations 'icab, p,rc-senitCl in oun ImMum report Much a) pi le should 1 lso be observed. S-aniellsen Develllouin-,-��-,-, Smember 27, 2012 P a g e "! excavoicr and TO - us -,e. sho Vahaksy the .,'._1s .r inuease oQln&wan ir Coarms �o ommints it �Ijy low, clunnons -, nOW! plowe cab amr Wnw. vowenk REPTAVY, Na 111 AQ C1- NEWKIRK ENGINEERING Consulting Strucwral Engineering 410 River Bead Dr._ #306 New CastK CO 81647 210 - 380 -1837 October 29, 2012 Mr_ Les Samelson Samdson Bighorn Lot 7 LLC Re: New Duplex 4017 Lupine Dr., Units A & B Vail, CO VIM I have no requirements on the structural drawings that I prepared for this project regarding special mspemon for soil compaction. Also, the concrete compressive strengtl► that I require on sheet S2.1 is 3,000 psi for footings, wails 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 1 may be of future assistance. Sincerely: West Slope Testing & won LLC Report #2 3177 Glendatn Dr- page 1 of 1 Grand Junction, CO 81504 Phone: 970 - 434 -6988 Cell: 970- 260 -2844 Final Inspection Re orA. Date: 2.18 -13 Client: BP Geotech (Job #BP 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 fieldwork at job site: Shop & Field Report: Visually inspected welding & bolting at wood beam buckets, and welding p° both units. at connections of buckets to tops of steel col roof level fanning in substantial The welding & bolting inspected as outlined conformance with the plans, and the quality requirements of the AWS D1.1 Structural Welding Code. completes the inspections of the To the best ofmy knowledge this comp special steel welding, high strength bolting, and steel fraime details as outlined in reports #1 & #2 for the project. EY Inspector/Technician: Douglas B Young } 7°i�rzo� West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970 - 434 -6988 Cell: 970 -260 -2844 Report ##1 Page 1 of 1 Client: BP Geotech (Job #IV 111 344A) Project: Lupine Duplex Address: 4017 Lupine Dr. Vail, CO Building Permit No: Al2 -0376 & B12 -0374 General Contractor: Samelson Development Ins 'on of shop fabrication or field work at 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 (weldmg/bolting) will need to be inspected at a later date site: Shop & Field when completed InspectortTechnician: Douglas E Young .7J1 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: NEWKIRK ENGINEERING Consulting Structural Engineering 410 River Bend Dr., #306 New Castle, CO 81647 970 - 424 -1456 612 ,C-) S7 � -617- -- v3 Z Ib 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 0. West Slope Testing & Inspection LLC Report #1 3177 Glendam Dr. Grand Junction, CO 81504 Page 1 of 1 Phone: 970 - 434 -6988 Cell: 970 - 260 -2844 Insuection ReDOrt Date: 12 -20-12 Client: B P Geotech (Job #HP 111 344A) Project: Lupine Duplex Address: 4017 Lupine Dr. Vail, CO___.___. Building Permit No: Al2 -0376 B12 -0374 ©3 ? 6 General Contractor: Samelson Development Ins 'on of shop fabrication or field work at job site: S op ield Report: Visually inspected welding, and verified materials, de—tails, 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. Y Inspector/Technician: Douglas E Young 7r3 1 14 b . Gmail - Inspection Report #1 for Job No. 111 344A (4017 Lupine Drive) Page 1 of 1 Les Samelson< lessamelsonfgmail.com> Inspection Report #1 for Job No. 111 3"A (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 Report #1.pdf 22K httos: // mail. gooQle .com /maill?ui= 2 &ik= 5affcOf282& view= nt&search= inbox &th= 13be39... 12/28/2012 West Slope Testing & Inspection LLC 3177 Glendain Dr. Grand Junction, CO 81504 Phone: 970- 434 -6988 Cell: 970 -260 -2844 Final n Date: 2- 18-13 Client: BP Geotech (Job #BP 111344A) Project: Lupine Duplex Address: 4017 Lupine Dr. Vail, CO Building Permit No: Al2 -0376 & B12 -0374 � b17- General Contractor: Samelson Development of shop fabrication or field work at Report #2 Page 1 of 1 site: Shop Field Report: Visually inspected welding & bolting at wood beam buckets, and welding Po Vi 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. EY inspector/Technician: Douglas E Young 711 1- Steel Inspection for 4017 Lupine Drive (Job No. 111 344A) Page 1 of 1 i Les Samelson < lessamelson@gmail.com> 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 lenag@hpgeotech.con-,. 5020 County Road 154 Glenwood Springs, Co 81601 c Report #2.pdf 23K https: // mail. google. com / mail/ ?ui= 2 &ik= 5affcOf282 &view =pt &search = inbox &th= 13db6be... 3/29/2013 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 0000/ Photo steel 4017 lupine 2 messages Les Samelson < lessamelson @gmail.com> To: Paul Newkirk <newkirk56 @gmail.com> Sent from my iPhone .. photo.JPG 427K Page Les Samelson < lessamelson@gmail.com> Tue, Mar 19, 2013 at 10:35 AM 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 <lessameiscnCagmai,.ccm? wrote: Sent from my iPhone 4017 Lupine -2.doc 334K httvs:/ /mail. google. com/ maill? ui= 2 &ik= 5affcOf282 &view--pt&search= inbox &th =13 d83 82... 3/19/2013 October 29, 2012 Mr_ Les Samelson Samelson Bighorn Lot 7 LLC Re: New Duplex 4017 Lupine Dr., Units A & B Vail, CO � NEWKIRK ENGINEERING Consulting Structural Engineering 410 River Bend Dr_ #306 New Castle, CO 81647 210- 380 -1837 I have no requirements on the structural drawings that I prepared for tins 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 undwAmid 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 NEMRK 4%ul Newkirk P %07 V Principal ' 5 7.6. 0