The URL can be used to link to this page

Home My WebLink AboutB14-0180 Inspection Items for B14-0180 10:23 08/20/2015 Sec Item Id Descri tion A r Re Items Action Inheritable 120 ELEC-Rou h Yes R 1 AP No 200 MECH-Rou h Yes R 2 AP No * 220 PLMB-Rou h/D.W.V. Yes R 1 AP No * 230 PLMB-Rou h/Water Yes R 1 AP No * 240 PLMB-Gas Pi in Yes R 1 AP No * 30 BLDG-Framin Yes R 2 AP No * 50 BLDG-Insulation Yes R 2 AP No 60 BLDG-Sheetrock Nail Yes R 1 AP No * 190 ELEC-Final Yes R 2 AP No ' 290 PLMB-Final Yes R 1 AP No 390 MECH-Final Yes R 1 AP No * 90 BLDG-Final Yes R 2 AP No " 542 PLAN-FINAL Yes R 2 AP No * 410 S ecial Ins ect- ro ress re t Yes R 2 AP No * 420 S ecial Ins ect-final re t Yes R 1 AP No Total Rows: 15 Page 1 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES mwNO iv 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 #: B14 -0180 Project #: PRJ13 -0738 Job Address: 68 E MEADOW DR VAIL Applied.....: 05/14/2014 Location......: Village Inn Plaza Units #110 & #111 Issued...: 08/08/2014 Parcel No....: 210108254010 OWNER COLANDO CO 05/14/2014 PRIV ANTONIO CHEDRAUI CARAM 248 COL ENCINAL 91180 XALAPA VERACRUZ MEXICO, 0 APPLICANT GIES ARCHITECTS 05/14/2014 PO BOX 2195 EAGLE CO 81631 CONTRACTOR HEID CUSTOM BUILDERS, INC 05/14/2014 Phone: 970 - 390 -2674 RIK HEID PO BOX 4909 EDWARDS CO 81632 License: C000003204 Description: Combine Units 110 & 111 into one unit - New dormer, kitchen, patio doors, windows, pwder room, lighting. Occupancy: R -2 Type Construction: IB Valuation: $612,000.00 f} fRf} ffR*}* f} } } } }yfww!lwfYR!lfffwflfff **ff *l fff} wwwRRRRf »Rwf!!R *!R!*flffYRRRwfR FEE SUMMARY RRRRRwRRRYlR!!!f!* flfffflfffY* iirwifwwRRRRwlfff !!lifff *fiYRw}RRw!!RwlR! * ** Building Permit ------ - - - - -> $3,765.75 Bldg Plan Check - - -- ---- > $2,447.74 Use Tax Fee -- ------ --- - -> $12,040.00 Electrical Permit - - - - -> $172.50 Elec Plan Check - - - -> $112.13 Restuarant Plan Review - ---> $0.00 Mechanical Permit - - - - - -> $400.00 Mach Plan Check - - - - -> $100.00 Additional Fees------------ -----> $2,033.22 Plumbing Permit -- - - - - -> $165.00 Pimb Plan Check - - -> $41.25 Recreation Fee-- ---- -- -> $174.00 Investigation------ - - - - -> $0.00 Will Call- - - - - -- -> $20.00 TOTAL PERMIT FEES— > $21,801.59 Payments----- ---- -- - - -> $21,801.59 Re fw* f* wf} wwrrR:* R! r! w! f» RtlfffRtfffff****** fwfiYRwY} fYf!!! Y! r!! lRrRNfff***** frfYwwfwxfR» Rflf!*** ff} fffwwwwRfwiirwwRRRRRwlwwwwwwwwwwwwxrwwrrwrrrrwwwwwwwwwwwwwwwwwwwwwrrw BALANCE DUE --- - -> $0.00 *wwwwwwww! 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 li�il�lil x»» wwwr» wwwxwxtxwwrr» wr» wwwxw wxwxxxwwwrrxrw: xxxxwxwx» wwwwxwwwww» xxxxxxwwrw» w: wwrrrwww» rwxwxrrwrw» xxxxxr* r* rrwrrwxwwwwrxxwrrxr» wwwxwrxxww » »xxwrrxrw »xxx »x :rxrrww :ww »» CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B14 -0180 Address: 68 E MEADOW DR VAIL Owner: COLANDO CO Location: Village Inn Plaza Units #110&#111 wxxxxxrw wrwr: rrwrwxx: xwwr* rrwr rwwwwxxwxxrwwrrwrrwxrwrwrww» xxxrxwwwrw» xxrxxxxrx» wrrrrwrr: rwwwrxxx» wrrmrwrwwrxx»» wwrrwrwrrwwxrwxx» r» r» wwww »rwrrxxrr : »rrwww » » » »ewwwrxxr combination permit-012811 TOWN OF VAIL V Permit #: B14 -0180 Owner: COLANDO CO Plaza Units #110 & #111 REQUIRED INSPECTIONS AND STATUSES Address: 68 E MEADOW DR VAIL Location: Village Inn Item: 00120 ELEC -Rough Item: 00200 MECH -Rough 07/09/2014 By: sgremmer Action: PI Comments: infloor heat only Item: 00220 PLMB- Rough /D.W.V. Item: 00230 PLMB- Rough/Water Item: 00240 PLMB -Gas Piping Item: 00310 MECH- Heating Item: 00030 BLDG - Framing Item: 00050 BLDG - Insulation 07/24/2014 By: JRM Action: PI Comments: NEW DORMER CEILING ONLY Item: 00060 BLDG - Sheetrock Nail Item: 00070 BLDG -Misc. Item: 00190 ELEC -Final Item: 00290 PLMB -Final Item: 00390 MECH -Final Item: 00090 BLDG -Final Item: 00542 PLAN -FINAL combination permit-012811 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 0 mww CFva 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 #: B14 -0180 Project #: PRJ13 -0738 Job Address: 68 E MEADOW DR VAIL Applied.....: 05/14/2014 Location......: Village Inn Plaza Units #110 & #111 Issued...: 05/30/2014 Parcel No....: 210108254010 OWNER COLANDO CO 05/14/2014 PRIV ANTONIO CHEDRAUI CARAM 248 COL ENCINAL 91180 XALAPA VERACRUZ MEXICO, 0 APPLICANT GIES ARCHITECTS 05/14/2014 PO BOX 2195 EAGLE CO 81631 CONTRACTOR HEID CUSTOM BUILDERS, INC 05/14/2014 Phone: 970 - 390 -2674 RIK HEID PO BOX 4909 EDWARDS CO 81632 License: C000003204 Description: Combine Units 110 8111 into one unit - New dormer, kitchen, patio doors, windows, pwder room, lighting. Occupancy: R -2 Type Construction: IB Valuation: $612,000.00 ..,,, r««««« rrrr» rrrr, r««r r» rrrrrrrrr r» r» r »rrrr » « « « « »rrrr » « « » » «rrrrrrrrr FEE SUMMARY «« r« rrrrrr,»« rr« rrrrrr» rrrrr«r rr«» rrrr , « « « »rrrrrrrrrr » » « « « « »rrrr ». ».» Building Permit – - -> $3,765.75 Bldg Plan Check - - -> $2,447.74 Use Tax Fee - - -> $12,040.00 Electrical Permit - - - -> $172.50 Elec Plan Check -- > $112.13 Restuarant Plan Review - -> $0.00 Mechanical Permit —> $400.00 Mach Plan Check - > $100.00 Additional Fees ----- -> $2,033.22 Plumbing ermit - - - - -> g $165.00 Plmb Plan Check - - -> $41.25 Recreation Fee---- - - - - -> $174.00 Investigation - - - - -- —> $0.00 Will Call - - -- > $20.00 TOTAL PERMIT FEES --- > $21,471.59 Payments --- -- - - - - -> $21,471.59 rrr »rrrrrr« «rrr«« rrr »rrw : »r « « « «r » :► :rr «xr »« « «r» rrr«» rr««» rrrr» r» r» wwwr» BALANCE DUE - -> rrrr» rrrr»«« r«« rrrrr« r«« rr» rr» rr«* v««» rrrr: rrrr»« rrrrrr: rr » « » « »wrrrrrrrrr $0.00 »r « « « »r :rr » «rr 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 _1�1�1 I CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B14 -0180 Address: 68 E MEADOW DR VAIL Owner: COLANDO CO Location: Village Inn Plaza Units #110&#111 combination permit-012811 TOWN OF Permit #: B14 -0180 Owner: COLANDO CO Plaza Units #110 & #111 REQUIRED INSPECTIONS AND STATUSES Address: 68 E MEADOW DR VAIL Location: Village Inn Item: 00120 ELEC -Rough Item: 00200 MECH -Rough Item: 00220 PLMB- Rough /D.W.V. 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: 00070 BLDG -Misc. 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 VA Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 -479 -2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Pro ect Street Address: Pr 6, D 2. lib -a 1 (Number) (Street) )) (Suite #) Building /Complex Name: V/��%�L I Alill (Ld 27 Project # DRB #: J �"r� �Q1O G 35 Building Permit #: 4 D�Oy Contractor Information �1 I Lot #: Block # Subdivision: Business Name: 611 n C U S -1 �O Work Class: New ( ) Addition ( ) Alteration (x ) Business Address: I i Q 't I Q 2 City F &JijrZO S State: c Zip: ( 1 (0 J �, Type of Building: ,r� „C Hilo Single - Family ( ) Duplex( ) Multi-Family(X) Contact Name: '` / Commercial( ) Other( q) Contact Phone: 176 _3 L y _a b7 _ Contact E -Mail: r4 K ®(-( &n0 00 S iavr► 15 01 L P f,/? 5. �'o Work Type: Interior (?<) Exterior ( ) Both �K ) I hereby acknowledge that I have read this application, filled out Work Included Plans Included Valuation of Work in full the information required, completed an accurate plot plan, G , and state that all the information as required is correct. I agree to q g --w- -° Yes :Electrical ( )Yes ( )No (jc) ( ) No / 000 comply with the information and plot plan, to comply with all Town to Ov ordinances and state laws, and to build this structure according Mechanical O)Yes ( )No (x )Yes ( )No the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Plumbing (1C)Yes ( )No ( )<)Yes ( )No ordinances of the To plicable thereto. ` Building ()( )Yes ( )No (x)Yes ( )No O Nalue of all work being performed: $ vU Owner /Owner's Representative Signature (Required) (value based on IBC Section 109.3 & IRC Section 108.31 Footage 1.,300 Electrical Square _._ ., Applicant Information _...__.._.._._....__..... _......_ ...__.....a_._._.___... _.__..- ...._._... -. Detailed Scope and Location of Work: N _ .,_, ._.. __ _....._.._..... w DO/Z14 ,Q Applicant Name: Applicant Phone: Applicant E -Mail: Project Information �Gl n,� ,�� Owner Name:I p(��-•� fv��/ I " d Parcel #: a2 `� — dnL J T " i% I � Y O / O (For Parcel #, contact Eagle County Assessors office at (970- 328 -8640 or visit www.eaglecounty.us/patie) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp date: Auth # (use additional sheet if necessary) Date Received: D IE CrF oWE MAY 14 2014 C 6. I � •ae fw\ TOWN OF VAIL 2013-Feb 01 P.9f70 4)nd,2 5�W ley%2yLr/� PoW /1 2cntrh L!4 &7'S1v(v G , (use additional sheet if necessary) Date Received: D IE CrF oWE MAY 14 2014 C 6. I � •ae fw\ TOWN OF VAIL 2013-Feb 01 TOWN OF VAL ock""ry MVELOP NT Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com Project Name: DRB ADDITION DRS Number: DRB140039 Project Description: Addition of GRFA "250" - Combine Units 110 & 111 into one unit Participants: OWNER COLANDO CO 02/24/2014 PRIV ANTONIO CHEDRAUI CARAM 248 COL ENCINAL 91180 XALAPA VERACRUZ MEXICO, 0 APPLICANT GIES ARCHITECTS 02/24/2014 PO BOX 2195 EAGLE CO 81631 Project Address: 68 E MEADOW DR VAIL Location: Village Inn Plaza Units #110 & #111 Legal Description: Lot: Block: 5D Subdivision: VILLAGE INN PLAZA Parcel Number: 2101 - 082 - 5401 -0 Comments: See Conditions BOARD /STAFF ACTION Motion By: Kjesbo Action: APPROVED Second By: Forstl Vote: 3 -1 -0 (Pierce opposed) Date of Approval: 04/16/2014 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 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS. Cond:202 (PLAN): 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: CON0013698 The applicant shall submit plans showing the chimney (and fireplace) relocated within the exterior east wall of the dormer, so that there is an 18" reveal of the roof plane (plans submitted on 04/25/2014). Planner: Joe Batcheller DRIB Fee Paid: $300.00 PROJECT: Village unit 110/11 PROJECT #: MOUNTING: RECESSED TYPE: 00 RESIDENTIAL PANEL -1 (existing) ENGINEER: MH -BW VOLTAGE: 120/208V, 1P, 3W MAINS: 200A MLO AIC: 10K - PH SE PHASE DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION Lighting Lighting Lighting 700 1260 1260 20 20 20 1 1 11 1 3 5 2 4 6 1 1 1 20 20 20 1260 900 1260 Recept Recept Recept Lighting 680 20 1 7 8 1 20 720 Recept Lighting Lighting 700 1300 20 20 1 1 9 11 10 12 1 1 20 20 1260 1260 Recept Recept Lighting 900 20 11 113 14 1 20 1720 Recept Lighting 900 20 1 15 16 1 20 1080 Recept Lighting 1200 20 1 117 18 1 20 720 Recept 0 19 20 1 20 1260 Recept 0 121 22 1 20 1080 Recept Refg drawersn Ex hood 920 20 1 23 24 0 SPACE Oven 4500 50 2 25 26 0 SPACE 4500 27 28 0 SPACE Refig 1500 20 1 29 30 0 SPACE Refig 11500 20 1 31 32 0 SPACE Freezer 1250 20 1 33 34 0 SPACE Dishwasher 1450 20 1 35 36 0 SPACE Dryer 2250 30 2 137 38 0 SPACE 2250 39 40 0 SPACE SPACE 0 41 42 0 SPACE NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION @ BEDROOM RECEPTACLE CIRCUITS. CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES LIGHTING & RECEPT. MECHANICAL KITCHEN OVEN & DRYER TOTAL 40540 98 V27M86277 5/12/2014 TOWN OF VA Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application /Permit #(s) information applies to: El q — Attention: Revisions T Response to Correction Letter .�1 0-attached copy of correction letter Q Deferred ,gVbmittal I ,( ()Other L-nui necr:S k4vy') Pro treet A - ss- ��P��w r, J 1 (Number) (Street) l (Suite #) Building /Complex Name: / 4 Applicant Information (architect, contractor, owner /owner's rep) Contact Name: cGl Cf Address: City I L 1.1 State: Cio zip: Contact Name: C ' _x_41V �.l GCr1 Gt Contact Phone: —1 K —) — —7 / / Contact E -Mail: I hereby acknowWdge 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 a d state laws, and to build this structure according to the toDIn ' I ng and subdivision codes, design review ap- proved, rnnal Building and Resi ntial Codes and other ordinan of Town aDDIZable t o. Rep;eontative Signature (Required) For Office Use Only: Fee Paid: Received From: Cash CC: Visa / MC Last 4 CC # Authorization # Check # exp. date: Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ Plumbing: $ Electrical: $ Mechanical: $ Total: $ 0 Date Received: D ��c�udr� AUG 2 0 2014 N OF VAIN KRMCONSULTANTS, INC. RECORD P.O. Box 4572 • Vail, Colorado 81658 • 970 - 949 -9391 TO: Chris Hutto, Josh Bash (Ground Engineering) Rik Heid, Guy Cuccia (Rik Heid Custom Builders) DATE: 8/18/2014 JOB NUMBER: 1303 -10 PROJECT: Vail Village Plaza 110 -111 Remodel ❑ RFI ❑ MEETING NOTES RESPONSE ❑ CLARIFICAT ION /CHANGE KRM Consultants Inc. was asked to visit the above mentioned site on August 18, 2014 to review the structural steel items number 6,7,8, and 11 on the Outstanding Structural Steel Discrepancy Log; Job Number:14 -6531 written by Ground Engineering Consultants. KRM Consultants Inc. has responses below in italics. Item #6) Column to new beam at grid A.2/4 has added shim plate and two bolts instead of four and is welded. KRM Consultants Inc. has reviewed the added shims, welded connection with two bolts and has found the connection adequate. Item #7) HSS beam at grid A/1 -4 has non - compliant flare bevel groove welds not filled flush per AWS D1.1 -10 clause 2. KRM Consultants Inc. has reviewed the flare bevel welds along the HSS beam and find the existing welds adequate. Item #8) HSS column base plate to sloping HSS at grid A/2 and A/3 has non - compliant flare bevel groove welds not filled flush per AWS D1.1 -10 clause 2. KRM Consultants Inc. has reviewed the flare bevel welds at the HSS column base plate to sloping HSS and find the existing welds adequate. Item #11) Inspected the welded connections 7X5 HSS beam to beam at grid A -C /1. These are non- compliant for flare bevel groove welds not filled flush per AWS D1.1 -10 clause 2. KRM Consultants Inc. has reviewed the flare bevel welds at the 7x5 HSS beam to beam at grid A -C 11 and find the existing .welds adequate. Please contact KRM Consultants Inc. with any questions. Attached is the second page of this record, showing the framing plan with grids which Ground Engineering Consultants created. SIGNED: COPY TO. �� `r &(,-, Mark T. Newman, Project Engineer I ftEnG+"!6 TF9 o ti F REVIEWED: 34167 Tim D. Hennu o��s8 /0t!A1.�C . Comments Date: August 7, 2014 Location: Site Additional Comments or Photos: Job Number, 14-6531 All In j 'LOOP fz 'jvw, M LIEU OF BOLTS 0 CAP & sa BASE PLAIES., CONNECT PLATES TO STRUCTURE 34 FUv YIELD x 3" EACH SIOE. rM ALL LOCATIONS 4 it .. ..... .. . . N 1! C I xa WORIn ... ROOF FRAMING PLAN KRMCONSULTANTS, INC. RECORD P.O. Box 4572 • Vail, Colorado 81658 • 970 -949 -9391 TO: Chris Hutto, Josh Bash (Ground Engineering) Rik Heid, Guy Cuccia (Rik Heid Custom Builders) DATE: 8/18/2014 JOB NUMBER: 1303 -10 PROJECT: Vail Village Plaza 1 10 -11 1 Remodel ❑ RFI ❑ MEETING NOTES ® RESPONSE ❑ CLARIF ICAT ION /CHANGE KRM Consultants Inc. was asked to visit the above mentioned site on August 18, 2014 to review the structural steel items number 6,7,8, and 11 on the Outstanding Structural Steel Discrepancy Log; Job Number:14 -6531 written by Ground Engineering Consultants. KRM Consultants Inc. has responses below in italics. Item #6) Column to new beam at grid A.2/4 has added shim plate and two bolts instead of four and is welded. KRM Consultants Inc. has reviewed the added shims, welded connection with two bolts and has found the connection adequate. Item #7) HSS beam at grid A/1 -4 has non - compliant flare bevel groove welds not filled flush per AWS D1.1 -10 clause 2. KRM Consultants Inc. has reviewed the flare bevel welds along the HSS beam and find the existing welds adequate. Item #8) HSS column base plate to sloping HSS at grid A/2 and A/3 has non - compliant flare bevel groove welds not filled flush per AWS D1.1 -10 clause 2. KRM Consultants Inc. has reviewed the flare bevel welds at the HSS column base plate to sloping HSS and find the existing welds adequate. Item #11) Inspected the welded connections 7X5 HSS beam to beam at grid A -C /1. These are non- compliant for flare bevel groove welds not filled flush per AWS D1.1 -10 clause 2. KRM Consultants Inc. has reviewed the flare bevel welds at the 7x5 HSS beam to beam at grid A -C 11 and find the existing .welds adequate. Please contact KRM Consultants Inc. with any questions. Attached is the second page of this record, showing the framing plan with grids which Ground Engineering Consultants created. SIGNED: COPY TO: �1��- --� &�" Mark T. Newman, Project Engineer I o ?0() REG�S�F9 REVIEWED: i 34167 .. ,;' os/ I g/) y Tim D. Henno-r_'�� FSSID� ?111. Comments Date: August 7, 2014 Location: Site Additional Comments or Photos: Job Number: 14 -6531 (xaeis srr,,.r fRSwai�a a• 'vya ! �icA� sa SCx Tae !tlyArwC _� I• e .cEp ak .ukrn U, IN UEU Of DOLTS O CAP & i w �t BASE PLATES; CONNECT �` L014 pY I' i t PLATES TO STRUCTURE w/ 44 FUET YIELD x 3' EACH SME. S M. ALL LOCA11ONs < � Yj ZJ (;fwS +fk.�C A'AAuUrE ��, �f\ • "� ; ;I { � .� �r ....._ ..... _ _ .. ............. _ _ Y! �i . � fpKltxriws Y:yr `T C f• t y 9 t b V r ' 1 ... .... .. ... ;l .. •..ysu wy/ awrc IuO�� ROOF FRAMING PLAN c:gr 1r4' V—O. ' 01-1 vv, oaw 1a ._. p�jR CO�IY� p P: Lfl NO if S ;O�_. Pii, w :'a Ala N:,, V/ Department of Community Development 75 South Frontage Road j�Q�/� [�� /�(t� Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or buiiding permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. _ _.. _. ._... ..__ .. .......__._._ ___ ...._.._ .... _. . _ . Application/Permit#(s)information applies to: �� i-" t�'-- Attention: Q Revisions � � � /"�� Response to Correction Letter .L L �attached copy of correction letter �� —v�� Otherred ubmitta r r_.._.�4._�_.....�._._._____._r..__.._.._... ,..._........ _...... C7 _..�-�i Project�treetA ress: � � � �'� G, ��1 �� (Number) (Street) (Suite#) _ . _._. ._ __.__ _ _ _. Building/Complex Name: � C + Description of TransmittaU List of Change , Items Attached: _ __ . _ :. :. __ _ . _.._. _, � )C�, � � Applicant Information {architect,contractor,ownerlowner's rep �� Contact Name: � GG)C' � � Address: �� .��x_ .�j�j� City State: �� Zip:_�`ZLLd1� Contact Name: �(./l��"_C�) Gi (use additional sheet if necessary) �7D- �f�l � `�� _ __ _ Contact Phone:_� �� ;Building Permits: �Revised ADDITIONAL Valuations(Labor&Materials) Contact E-MaiL• � v1h ' S ,��- ;(DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in full the information required,completed an accurate plot plan, and state that ail the information as required is correct. I agree to 'Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances nd state laws, and to build this structure according Electrical: $ to the tow ing and subdivision codes, design review ap- proved, I rnati nal Buildin and Residential Codes and other Mechanical: $ ordina es of th Town app ica le o. Total: $� Own Ow s Repr nta ive Signature(Required) / .. _ . _ __ . . _.._. .. .._....-- – . Date Received: For O�ce Use Only: � � � � � � Fee Paid: D Received From: Cash Check# r� CC: Visa/MC Last 4 CC# exp,date: �t"��`� ;� � ''�� Authorization# TOWN OF VAIL t � 1V��LUL�.i FINAL REPORT OF SPECIAL INSPECTIONS Project: Villaqe Inn Plaza, Units-110&111PermitNumber: B14-0180 Project Location: 68 E st Meadow ive Units 110 & 111 � J Owner Csc ;) C:1 VY� Addres " Gc� � City: ` �r: � ��[� Special nspections Agency � -Desigr�Pr-c�#essier+al4�t-Gl�c�e�-. GROUND Engineering Consultants, Inc . Address: PO Box 464 ��ty, Gypsum State: c� Zip: g1637 Phone: (970) 524-0720 Fax: (970} 524-0720 E-mail: ChrisH@groundeng. cam CarlHC�groundeng. com To the best of my information, knowledge, and belief; the speciai inspections and/or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. *Please see 14-6531 Final Summary 141101* Prepared by: ��t�� Carl Henderson, P.E. �� c�`��,��'4`'.�+ �,�� T pe or Print N e �,tr'`' sn:� '�;� �$882 s�; �s� �.,.'�u �:, Signature �� '��tAL. � 11-Q1-2014 Date Preparer's Seai and Signature Required -12- _ .. ♦ �. G.��„F,ORAT/,1C Y�ARS E N G I N E E R I N G November 3��, 2014 Subject: Summary of Materials Testing Services and Special Inspection Services, Village Inn Plaza, Units 110& 111 Remodel,Vail, Colorado Ground Engineering Job Number: 14-6531 TOV Permit Number: B14-0180 Mr. Guy Cuccia Rik Heid Custom Builders PO Box 4909 Edwards, Colorado 81631 Attn: Mr. Cuccia, This letter summarizes the special inspection and materials testing services GROUND Engineering Consultants, Inc. (GROUND) performed during construction of the Vail Transportation Light Pole Upgrade Project in Vail, Colorado. The special inspection and materials testing services were performed at times scheduled by the Contractor and/or Subcontractors between June 12`h, 2014 and September 26�h, 2014 and according to GROUND's proposal# 1406-0859 dated June 5t'', 2014. During construction, structural steel welded and/or bolted connections were periodically observed during construction by a certified welding inspector (CWI). These observations were completed at times scheduled by the Contractor or Subcontractor. Based on the field observations to date, RFI's received and/or project documentation received from the design team, it is our opinion that the materials observed for the structural steel were in general accordance with project plans, specifications, and/or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the materials and/or work with the contract documents at the times of our observation and testing. We did not supervise, direct nor have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. �"'fi� �j�;��+�� . y��,� R6 �r°�TM :: �°��,:'�� '�•.� ��C�� ;�'� 'C?� .�.� ��l��r�� k��* � � Chris Hutto, C.E.T. Reviewed by Carl Henderson, P.E. GYPSUM OFFICE PO Eox�64 � 10':.A Airpark Drive, Unit 9 � Gypsum, C�81637 � (970} 524-072G � wwrw.groundeng.com ENGLEW00� � COMMERCE CITY � LOVELAND � GRANBY � GYPSUM � CASPER Glient: Mr.Guy Cuccia Rik Heid Custom Buiiders PO Box 4909 �� ..r��..�..� Edwards,CO 81632 Vail Village Piaza - Units 110-111 Structural Steei Cover Report [)�$�: September26,2014 L.qC�fip►1; �1Jb EVUI`Ttb�t': 14-6531 As scheduled, a representative arrived to perform special inspection services. The following is a summary of services provided on this date. � 1}GROUND received and reviewed Town of Vail Stamped Approved Engineer of Record dated$!18(14 in regards to discrepancy item's 6,7,8 and 11 and these connections were found adequate. These discrepancies are ciosed on this date. Guy was E-mailed a copy of this report and updated discrepancy list. YP.S NO Outstanding Discr�pancies Report�d this CDat�'? � �-.�,' No. of Pages Attached: o Field Represent�tiv�vw�r��a�i`1er�g.com Er�glewood,Commerce�ity, Love(ar�d,Granby, Gypsum, Grand Junctio��,Caspar ~ Client Mr.Guy Cuccia Rik Heid Custom Builders • PO Box 4909 �� ..��.�..� Edwards,C081632 Vail Village Plaza - Units 110-111 FieldlF2b. ShOp? Field �� Vaii Village Inn Plaza F�bt"IC�YICaCi ShO�: �1�b NuCP1f�E;r: 14-6531 General Contractor: Rik Heid Outstanding Structural Steei Discrepancy Log f�ate i€em CW( Ds�t�; F'erPla�i? F�i;��<>rteci Nurriber initi�ls U�scriptior��af L3iscrepan�;y F2esc,lve�: F'er RFl Bridge Plate to HSS,to wide flange beams at A/3.8 and C/3.8.connections Per plan 6/12/14 1 JB were found to have a added plate on top of the 518"plate with it butt welded all 8/14/14 around and the plate weided to the NSS all around,not per detai{(8/S3) 6 angle clips from existing W8x10 beam to new W18x35 sioping beam at grid Per plan 6/12/14 2 JB C/1-3.8.will remain non-compliant due ta the connection schedule does not 8l14/14 have a weided detaii,GROUND is requesting clarification from the EOR. 1/2"plate,angied and vert at purling beam af grids Al1-4 end C/1-4.,no weld Per plan 6/12/14 3 JB detail is provided,GROUND is requesting clarification from the EOR. 8/14/14 GROUND is requesting stamped approved from Town of Vail for SK1-SK2-SK3 Per pian 6/12/14 4 JB dated 6/4l14 8/14/14 GROUND is Requesting stamped epproved from the Town of Vail drawings Per plan 6/12114 5 JB dated 5/30/14 8/14/14 column to new beam at grid A.2/4 has a added shim plate and two bolt instead Per EOR 6/17/14 6 JB of four and is welded,not per detail 9/S3,picture#1 is attached to the third 9/26l14 letter dated page of the daily report. 8/18/14 HSS beam at grid Al1-4 has non-compiiant flare bevei groves welds not fiiled Per EOR 6/17/14 7 JB flush perAWS D1.1-10 ciause 2 g/2g/�4 letter dated 8118/14 HSS column base plate to slopping HSS at grid A/2 and A!3 has non-compliant Per EOR 6117/14 8 JB flare bevel groves welds nat filled flush perAWS D1.1-10 dause 2 g/26)14 letter dated 8/18/14 clips to existing beam and clips to c-channei have fuil length welds and is not Perplan 6/17/14 9 .1B per details 3/S3 and 7lS3 8/14/14 column cap pates to bottom of beam at grids Al2 and A/3 do not have all four Per plan 6/17/14 10 JB sides welded per note on pians 8/14/14 � Inspected the welded connections 7x5 HSS beam to beam at grid A-C/1.These Per EOR ,!� 6/23/14 11 NB are non-compliant for fiare bevel groves weids not filled flush perAWS D1.1-10 g/2g)�q letter dated U cfause 2(2nd leve1,817/14) 8/18/14 The welded connections of the clip to C channel at grid A/1-3 are non-compliant Per Plan 6/23/14 12 NB for undercut and porosity perAWS D1.1-10 Clause 6. 6/24/14 It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective action has been made or provide our office with documentation that resolves the discrepancy. www.yralmdeng.com Englewood, Commerce Gity, Loveland, Granby. Gypsum,Grand Junction,Casper • �� Client: Mr.Guy Cuccia Rik Heid Custom Buiiders PO Box 4909 E hJ C I N E E R I N� C�I t��U t�°T'!�1'�lT� Edwaras,co ai ss2 Vaii Village Plaza - Units 110-111 Fi21dIF�b. ShC7p? Field �� 1�� Vaii Village Inn Plaza Fabrication Shap: �� +��r �a-sesl Genera( Contractor. Rik Heid Outstanding Structural Steel Discrepancy Log Date lie€n CWI Date Pe.rPf�n: ��Y��c�rl.ed Nurrtber i��itials Clesr,ripiion of Uiscre��ar�t�v Restalvet� Per RFI There are no details for these welded connections of the clip to C channel at Per plan � 6123/14 13 NB gridsA/1-3.GROUND is requesting clarification from EOR. 8/1�1/14 Inspected the Hilti Pins on decking at grids 1A-26lA-C.At the time of inspection Per plan 6/24/14 14 NB the Hilti Pins were placed every 12"in each low hat around the perimeter of the g/�4/�q deck.GROUND is requesting clarification from EOR for the use of Hilti Pins. Shear plates only have one side welded and not all around,missing welds from Per plan 712/14 15 JB the top and bottom plates to cross beams and HSS as required all around per 8l14l14 detail 6/S3 and 11S3. Column base plate and column cap plate only have 2 sides welded and not per Per plan 7!2/14 16 JB note af 3"each side,grids C.5/4 and B.314 8l14l14 It is the responsibility of the contractor to schedule our office ta perform retesting once the necessary corrective action has been made or provide our office with documentation that resolves the discrepancy. ww�,v.grcaiu�derig.cam Er�glswoad,Commerce Git}r, �r�vel�nd, Granby,Gyj�surr�. Grand Junction,Casper