The URL can be used to link to this page

Home My WebLink AboutB12-0193 FINAL REPORT OF SPECIAL INSPECTIONSrowN of vaILJ 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: Attention: Q Revisions Q Response to Correction Letter B12 -0193 Building Department 0_attached copy of correction letter �� Q Deferred Submittal ooL4 9 Other Special Inspections Reports Project Street Address: 302 Hanson Ranch Road 403 (Number) (Street) (Suite #) Building /Complex Name: Mill Creek Court Building Applicant Information (architect, contractor, owner /owner's rep) Contact Name: George Shaeffer Construction Co. Address: PO Box 373 City Vail State: CO Zip: 81658 Contact Name: Jon Stevenson Contact Phone: 970- 331 -4538 Contact E -Mail: jons @gsconco.com 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, Internalieg Buildin nd Residential Codes and other ordinance t owlR*"ap�.-- Representative Signature For Office Use Only: Fee Paid: Received From: Cash CC: Visa / MC Last 4 CC # Authorization # Check # exp. date: Description of Transmittal/ List of Changes, Items Attached: - Final Report of Special Inspections -- Letter from MJ Mueller- Completion of Project (use additional sheet if necessary) Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ 0 Plumbing: $ 0 Electrical: $ 0 Mechanical: $ 0 Total: $ 0 Date Received: NOV 15 2012 TOWN OF VAIL rI. 1E TOWN OF VAIL FINAL REPORT OF SPECIAL INSPECTIONS Project: �u \\ i?e_s��eNCt R�m�ge L Permit Number: 2 ! i �� Project Location: 3pZ �t��,t5o11 �RMCA RD. yti1� -C 40 Owner ±V r cv\6�4 S Bu t�l Address 11 6Wyyy PAr k City: Lakedtn UK Zip: W 2 SZ Design Professional In Charge: T hA MyA V (012-,c Address: } City: Vet , State: Co Zip: 'W05-lb Phone:. '//` Fax: gi�'411c -Zro 37 E -mail: TAuP- LlPV R WOVA, 4W�41C_V1e4 To the best of my information, knowledge, and belief, the special 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. Prepared by: �obEe-r PoLLoc 1L Q Type or Print Name Signature - 17F- Date -12- • 4L® � Preparer's Seal and Signature Required U54 WESTERN STATES INSPECTION CO. CLIENT CESARE.INC. 13131 BELLAIRE DRIVE THORNTON, CO 80241 INSPECTION REPORT 303- 957 -8436 PROJECT /JOB# MILL CREEK COURT BLDG_ DATE 10 -26 -12 HOURS OF SHIFT 6:00 AM TO 12:00 PM MILEAGE TO 100 MILEAGE FROM 100 INSPECTOR ROBERT H. POLLOCK ASSISTANT N/A PER DIEM YES NO X REMARKS: PAGE 1 OF 3 CLIENT PO # 12.112 CODE AWS D 1 .1 / AWS D 1.3 / AISC SPECIFICATION PROJECT SPECS./ ASTM DAY OF WEEK FRIDAY TOTAL HOURS TODAY (6) TOTAL MILEAGE 200 CLIENT REP. ADAM SEARS REPORT # BULL RESIDENCE REMODEL MILL CREEK COURT BLDG. - UNIT 403 VAIL, CO. 1) TRAVEL TO PROJECT SITE, AS REQUESTED. 2) REVIEW PROJECT SPECIFICATIONS & DRAWINGS AVAILABLE AT PROJECT SITE. 3) CONDUCT THE REQUIRED "STRUCTURAL STEEL & WELDING" SPECIAL INSPECTIONS FOR SHOP AND /OR FIELD APPLICATIONS. 4) CONDUCT SPECIAL INSPECTION OF HIGH STRENGTH BOLTING (ASTM A325 OR A490), AS REQUIRED. 5) SEE ATTACHED 'ERECTION INSPECTION REPORT' FOR DETAILS. ��T �G AWS CWI # 10090331 - (CERTIFIED WELDING INSPECTOR) [CC SPECIAL INSPECTOR #878521 - S 1 & S2 - (STRUCTURAL STEEL & BOLTING) SIGNATURE ROBERT POLLOCK • Q ICC SPECIAL INSPECTOR WESTERN STATES INSPECTION CO. STRUCTURAL STEEL ERECTION INSPECTION REPORT CLIENT CESARE, INC. PROJECT/JOB-it MILL CREEK COURT BLDG. DATE 10 -26 -12 HOURS OF SHIFT PG. 1 PM TO PG. 1 PM MILEAGE TO PG. 1 --MILEAGE FROM PG. 1 INSPECTOR ROBERT POLLOCK ASSISTANT N/A PER DIEM YES NO X 13131 BELLAIRE DRIVE THORNTON, CO 80241 303- 957 -8436 PAGE 2 OF -3 CLIENT PO # 12.112 CODE AWS D 1.1 / AWS D 1.3 / AISC SPECIFICATION PROJECT SPECS. / ASTM DAY OF WEEK FRIDAY TOTAL HOURS TODAY PG. 1 TOTAL MILEAGE PG. 1 CLIENT REP. ADAM SEARS REPORT # ITEM DESCRIPTION /REMARKS DISPOSITION ACCEPTED REJECTED O.D. Lisr YES / NO BULL RESIDENCE - UNITS 403 1 REVIEW WELDER QUALIFICATION TEST RECORDS PROVIDED BY X ERECTION CONTRACTOR. (HIGH COUNTRY CUSTOM) 2 CONDUCT VISUAL INSPECTION OF COMPLETED FIELD WELDING AT THE FOLLOWING: [A] SPLICE PLATES ON C 10 X 30 LEDGERS X [B] 4" X 4" ANGLES / CHANNEL LEDGERS X [C] 1/2" BASE PLATES / 1011 X 2" TUBE STEEL MEMBERS X [D] W8 X 21 BM. CUP ANGLES / 1011 X 2" TUBE STEEL X [E] 8" X 2" TUBE STEEL / 8" X 6" TUBE STEEL AT DOORS X [F] 10" X 2" TUBE STEEL COLUMNS / W8 X 21 HEADER BMS. X 3 IT SHALL BE NOTED, ALL REQUIRED EPDXY ANCHORS HAVE BEEN X INSTALLED, UTILIZING POWER FASTENERS ADHESIVE. (AC 100+ GOLD) 4 CERTIFICATE OF COMPLIANCE IS ATTACHED. X v v -AWS CWI # 10090331 - (CERTIFIED WELDING INSPECTOR) QJ •-ICC SPECIAL INSPECTOR # 878521 - S 1 & S2)- (STRUCTURAL STEEL & BOLTING) x,.10 SIGNATURE ROBERT POLLOCK 9 (ICC SPECIAL INSPECTOR) w5l/ WESTERN STATES INSPECTION CO. CERTIFICATE OF COMPLIANCE DATE: OCTOBER 26, 2012 CLIENT: CESARE, INC. (1 2.1 1 2) PROJECT: BULL RESIDENCE REMODEL (MILL CREEK COURT BLDG.) INSPECTION: STRUCTURAL STEEL WELDING & BOLTING 3 oF-3 13131 BELLAIRE DR. THORNTON, CO 80241 303- 929 -5750 THIS IS TO C- E.RTIFY THAT WESTERN STATES INSPECTION (WSI), TO THE BEST OF MY KNOWLEDGE HAS COMPLIED WITH THE REQUIREMENTS OF THE PURCHASE AGREEMENT /ORDER TO PROVICq,E THE REQUIRED INSPECTION OF STRUCTURAL STEEL WELDING AND BOLTING. THE PROJECT REFERENCED ABOVE SHALL BE CONSIDERED IN COMPLIANCE WITH ALL APPLICABLE GOVERNING CODES, STANDARDS, SPECIFICATIONS AND WORKMANSHIP PROVISIONS, AS WELL AS THE CONTRACT DOCUMENTS. WESTERN STATES INSPECTION CO. ROBERT POLLOCK VICE - PRESIDENT / QUALITY ASSURANCE DIRECTOR dv� 3� EGG the mj mueller co., inc. 8 November 2012 Mr. Sidney Schultz GPSLARCHITECTS, PC 0.53 South Frontage Road West Suite 230 Vail, Colorado 81657 Subject: REMODEL TO UNIT 403 Mill Creek Court Building Vail, Colorado At the request of the general contractor, this report is being prepared to confirm that this office has been directly involved in the project mentioned above. Any and all questions have been addressed regarding this project, field visitations were made as requested, and revisions were made to the structural plans, details and specifications as required for any changes or revisions. See structural plans, details and specifications dated 2,May 2012 and revised 24 July 2012 and 27 August 2012. Completion of the project as specified on the structural plans, details and specifications will complete the intent of the structural plans. Thank -you for the opportunity to provide professional engineering services for this project. President , INC. cc: Mr. Dennis Thompson- GEORGE SHAEFFER CONSTRUCTION COMPANY civil architectural and structural engineering • p.o. box 2747 vail, colorado 81 658 476 -2627 476 -2637 (FAX)