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Home My WebLink AboutB10-0168 special inspection January 11, 2011WESTERN STATES INSPECTION INSPECTION REPORT 8494 WHEATGRASS CIRCLE PARKER, CO 80134 303 - 9578436 PAGE 1 OF 3 CLIENT BECK BUILDING COMPANY PROJECT /JOB# B10-0168 DATE 1 -11 -11 HOURS OF SHIFT 10:00 AM To 4:00 PM MILEAGETO 100 MILEAGE FROM 100 INSPECTOR ROBERT H. POLLOCK ASSISTANT N/A PER DIEM YES NO X REMARKS: CLIENT PO # ANGELOVICH - DUNN CODE AWS D 1 .1 & D 1.3 / AISC /113C SPECIFICATION PROJECT SPECS. / ASTM DAY OF WEEK TUESDAY TOTAL HOURS TODAY (6) TOTAL MILEAGE 200 CLIENT REP. TOM SOLAWETZ REPORT # AD - 03 `A - D U N N' "725 FORREST RD.' * VAIL, CO.` 1) TRAVEL TO PROJECT SITE, AS REQUESTED. 2) REVIEW APPROVED PROJECT SPECIFICATIONS & DRAWINGS AVAILABLE AT PROJECT SITE. 3) CONDUCT THE REQUIRED "STRUCTURAL STEEL & WELDING" SPECIAL INSPECTIONS FOR SHOP A ND / FIELD APPLICATIONS. 4) CONDUCT SPECIAL INSPECTION OF HIGH STRENGTH BOLTING (ASTM A325 & / OR A490) AS REQU IRED. 55) SEE ATTACHED 'ERECTIO INSPECTIO R F D AWS CWI # 10090331 ~ (CERTIFIED WELDING INSPECTOR) ICC SPECIAL INSPECTOR # 878521 - S 1 & S2 - (STRUCTURAL WELDING & BOLTING) SIGNATURE ROBERT H. POLLOCK N. ]CC SPECIAL INSPECTOR WESTERN STATES INSPECTION STRUCTURAL STEEL 8494 WHEATGRASS CIRCLE PARKER, CO 80134 303- 957 -8436 ERECTION INSPECTION REPORT CLIENT BECK BUILDING COMPANY PROJECT /JOB # B10-0168 DATE 1 -11 -11 HOURS OF SHIFT PG. 1 PM TO PG. 1 PM MILEAGE TO PG. 1 MILEAGE FROM PG. 1 INSPECTOR ROBERT H. POLLOCK ASSISTANT N/A PER DIEM YES NO X PAGE 2 OF - 3 CLIENT PO # ANGELOVICH - DUNN CODE AWS D 1 .1 & D 1.3 / AISC / IBC SPECIFICATION PROJECT SPECS. / ASTM DAY OF WEEK TUESDAY TOTAL HOURS TODAY PG. 1 TOTAL MILEAGE PG. 1 CLIENT REP. TOM SOLAWETZ REPORT # AD - 03 ITEM DESCRIPTION/ REMARKS DISPOSITION ACCEPTED REJECTED O.D. LIST YEs /No `ANGELOVICH - DUNN' 1 CONDUCT VISUAL INSPECTION OF WELDING REQUIRED AT X PREVIOUSLY IDENTIFIED CONNECTIONS HAVING MIS - ALIGNED BOLT HOLES. CONNECTIONS HAVE BEEN WELDED AS PER DETAILS ON SKETCHES PROVIDED. (SK7 & SK8, DATED 12-29-10) (REF. WSI REPORT DATED 12-15-10, ITEM # 1 [A] ) 2 CONDUCT VISUAL RE- INSPECTION OF BOLTED CONNECTIONS AT X ROOF TRUSSES. ALL BOLT HARDWARE HAS BEEN PROPERLY INSTALLED. (REF. WSI REPORT DATED 12-15-10, ITEM # 1 [BI) 3 CONDUCT VISUAL RE- INSPECTION OF BEAM COPES PREVIOUSLY X IDENTIFIED AS HAVING UNACCEPTABLE RADIUS. CORRECTIONS HAVE BEEN MADE TO COMPLY WITH AISC CRITERIA. (REF. WSI REPORT DATED 10-7-10, ITEM # 3 ) 4 CERTIFCATE OF COMPLIANCE ATTACHED. INFO. AWS CWI # 10090331 - (CERTIFIED WELDING INSPECTOR) ICC SPECIAL INSPECTOR # 878521 - S 1 & S2 (STRUCTURAL WELDING & BOLTING) SIGNATURE ROBERT H. POLLOCK R , (ICC SPECIAL INSPECTOR) 3 oF3 8494 WHEATGRASS CIRCLE W451 PARKER, CO 80134 303 - 9578436 WESTERN STATES INSPECTION CO. CERTIFICATE OF COMPLIANCE DATE: JANUARY 1 1 , 201 1 CLIENT: BECK BUILDING CO. (B 1 0-0 1 68) PROJECT: ANGELOVICH - DUNN REMODEL INSPECTION: "STRUCTURAL STEEL & WELDING" THIS IS TO CERTIFY THAT WESTERN STATES INSPECTION (WSI), TO THE BEST OF MY KNOWLEDGE HAS COMPLIED WITH THE REQUIREMENTS OF THE PURCHASE AGREEMENT /ORDER TO PROVIDE THE REQUIRED INSPECTION OF "STRUCTURAL STEEL & WELDING ". 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 ROBERT POLLOCK ICC SPECIAL INSPECTOR ��( l (� I S' 6 .h p 0 4�10. G<�bl tech HEPWORTH - PAWLAK GEOTEGHNICAL December 31, 2010 Michael Angelovich 3600B N. Capital of Texas Highway Suite 350 li Ida: 7 � i Austin, Texas 78746 (mangelo vi ch @npraust in. com) Job No. 110 148A Subject: Additional Observation of Underdrain Installation, Basement Addition to Existing Residence, Lot 6A, Block 2, Filing 6, Vail Village, 725 Forest Road, Vail, Colorado Dear Mr. Angelovich: As requested by Isaac Barela with Beck Builds, a representative of Hepworth - Pawlak Geotechnical observed the underdrain installation as it continued at the subject site on December 29, 2010 to evaluate compliance with the design. The findings of our observations and recommendations are presented in this report. We previously observed the partial foundation excavation for the basement addition which included observation of the drain mat material behind the initial four new basement wall areas (sequenced construction) and submitted our findings in a report dated June 10, 2010, Job No. 110 148A. The design for the underdrain system was provided in our report dated October 8, 2010 under the above job number. At the time of our December 29 site visit, the remaining basement wall areas had been constructed and backfilled, but the basement floor slab has not been constructed. During our visit, we observed the below basement floor slab piping to be in -place as generally reconunended in our design. Some modifications to the piping layout from the schematic alignment recommended in our report were needed per the contractor due to footings and utilities. The piping was a minimum 1 foot below proposed floor slab elevation and sloped to the sump in the mechanical room area. There were separate non - perforated pipes below the floor slab area for drainage from the window well areas. We also observed drain mat material extending from below all basement wall areas to the edges of the adjacent new footings. The underdrain system appears to have been installed as generally recommended by us. The modifications to the drain layout should not affect the drain performance and are acceptable. The backfill of the pipe trenches and below the floor slab should consist of the previously specified drain gravel. The drain mat material should continuously l .li it`I' 'l' } 7•{ l i `} V4 l .i!�t rl !,�i `•� �,s �(�;� 1"A Jil J ll Michael Angelovich December 31, 2010 Page 2 connect with the underslab drain gravel. Filter fabric can be placed around the perorated pipe sections and trench drain gravel backfill as needed. Other recommendations presented in our previous report which are applicable should also be observed. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — / PAAWLAK CAQT4jQINICAL, INC. David A. Young, P. -216 DAY/ksw °sei5',S'"°.....•,•�, qq� I0 cc: Beth Levine, Architect — bethOwbethlevinearchitect.com Beck Building Company — Isaac Barela ( Isaac Dbeckbuilds.com Beck Building Company — Tom Solawetz ( tomt(beckbuilds.com ) KRM Consultants - Tim Hennum ( tdh&krmconsultants.coin) Job No. 110 148A ' gtech January 21, 2011 Job Name: Materials Testing Services, 725 Forest Road, Anglovich -Dunn Remodel, Vail, Colorado Job Number: 10 -6591 Mr. Tom Solawetz Anglovich /Dunn c/o Beck Building Company PO Box 4030 Vail, CO 81658 Attn: Mr. Solawetz For the period ending January 15, 2011, representatives of GROUND Engineering were on site to provide materials testing services and observations at times scheduled by the Contractor, Subcontractor and /or Owner. The reports have been completed in the field on a daily basis as work has been completed. The contractor has been notified of the testing results. This summary report includes the observation reports as well as the materials test results. Please do not hesitate to contact this office if you have any questions concerning these reports. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. Evan Kuhn, CET SROUYL ENGINEERING CCINSULTRNTS INC. 101A Airpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970) 524 -0720 Fax (970) 524 -0721 www.groundeng.com Office Locations: Englewood . Commerce City Loveland Granby Gypsum Grand Junction Casper, WY 725 Forest Road Vail, Colorado Observation Reports Job #10 -6591 GROUND Engineering Consultants, Inc. period ending 111512011 GROUND ENGINEERING CONSULTRNTS October 4, 2010 Job Name: Materials Testing, Anglovich -Dunn Colorado Job Number: 10 -6591 Mr. Tom Solawetz Anglovich /Dunn c/o Beck Building Company PO Box 4030 Vail, CO 81658 Attn: Mr. Solawetz, 725 Forest Road, Remodel, Vail, As requested, a representative of GROUND visited the project to perform construction materials testing. The footings had not been inspected by the City of Vail when we arrived. We waited until 4:00 PM, at which point Ron with Hedrick Construction notified us that they would not be able to get concrete today and would reschedule the pour for tomorrow. Sincerely, GROUND Engineering Consultants, Inc. Stephen Buckeridge Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Gypsum, Colorado 81637 Tel: (303) 289 1989 Tel: (303) 289 1989 Tel: (970) 524 0720 Fax: (303) 289 1686 Fax: (303) 289 6742 Fax: (970) 524 0721 GROUND ENGINEERING CONSULTRNTS October 6, 2010 Job Name: Materials Remodel; Colorado Job Number: 10 -6591 Mr. Tom Solawetz Anglovich /Dunn c/o Beck Building Company PO Box 4030 Vail, CO 81658 Attn: Mr. Solawetz Testing, Anglovich /Dunn 725 Forest Road, Vail, As requested, a representative of GROUND visited the project to perform construction materials testing. We collected concrete cylinders that were previously cast and returned them to our office for future compressive strength testing. These results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Stephen Buckeridge Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Gypsum, Colorado 81637 Tel: (303) 289 1989 Tel: (303) 289 1989 Tel: (970) 524 0720 Fax: (303) 289 1686 Fax: (303) 289 6742 Fax: (970) 524 0721 GROUND ENGINEERING CONSULTRNTS October 18, 2010 Job Name: Materials Testing, Anglovich /Dunn Remodel; 725 Forest Road, Vail, Colorado Job Number: 10 -6591 Mr. Tom Solawetz Anglovich /Dunn c/o Beck Building Company PO Box 4030 Vail, CO 81658 Attn: Mr. Solawetz As requested, a representative of GROUND visited the project to perform construction materials testing. We observed holes drilled into the existing southeast foundation wall for the south stair, drilled by Hedrick Construction. We observed the holes for depth, diameter and general cleanliness. The holes appeared to be relatively clean and in general compliance with the site specifications for depth and diameter. Isaac with Beck was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Gypsum, Colorado 81637 Tel: (303) 289 1989 Tel: (303) 289 1989 Tel: (970) 524 0720 Fax: (303) 289 1686 Fax: (303) 289 6742 Fax: (970) 524 0721 GROUND ENGINEERING CONSULTFINTS November 2, 2010 Job Name: Materials Testing, Anglovich /Dunn Remodel; 725 Forest Road, Vail, Colorado Job Number: 10 -6591 Mr. Tom Solawetz Anglovich /Dunn c/o Beck Building Company PO Box 4030 Vail, CO 81658 Attn: Mr. Solawetz As requested, a representative of GROUND visited the project to perform construction materials testing. We observed holes drilled by Hedrick into the existing foundation walls for the south window well and north foundation wall extension. We observed the holes for depth, diameter and overall cleanliness. The holes appeared to be in general compliance with the site specifications of 6" depth for #5 dowels as well as the epoxy manufacturers recommendations of Hilty HY 150. Isaac with Beck was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Gypsum, Colorado 81637 Tel: (303) 289 1989 Tel: (303) 289 1989 Tel: (970) 524 0720 Fax: (303) 289 1686 Fax: (303) 289 6742 Fax: (970) 524 0721 GROUND ENGINEERING CONSULTRNTS November 2, 2010 Job Name: Materials Remodel; Colorado Job Number: 10 -6591 Mr. Tom Solawetz Anglovich /Dunn c/o Beck Building Company PO Box 4030 Vail, CO 81658 Attn: Mr. Solawetz Testing, Anglovich /Dunn 725 Forest Road, Vail, As requested, a representative of GROUND visited the project to perform construction materials testing. We observed Hedrick Construction had drilled holes into the existing foundation walls for the dowels to be placed for the northeast and south window wells. We observed the drilled holes for size, spacing, depth and general cleanliness. We observed Hedrick Construction placing Hilti Hit -Hy 150 max epoxy and #5 reinforcing dowels into the drilled holes at the previously described locations. Based on our observations, the drilled holes, epoxy and reinforcing dowels appeared to have been constructed in general conformance with the project plans and site specifications. Isaac with Beck was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Gypsum, Colorado 81637 Tel: (303) 289 1989 Tel: (303) 289 1989 Tel: (970) 524 0720 Fax: (303) 289 1686 Fax: (303) 289 6742 Fax: (970) 524 0721 GROUND ENGINEERING CONSULTRNTS November 2, 2010 Job Name: Materials Testing, Anglovich /Dunn Remodel; 725 Forest Road, Vail, Colorado Job Number: 10 -6591 Mr. Tom Solawetz Anglovich /Dunn c/o Beck Building Company PO Box 4030 Vail, CO 81658 Attn: Mr. Solawetz As requested, a representative of GROUND visited the project to perform construction materials testing. We collected concrete cylinders that were previously cast and returned them to our office for future compressive strength testing. These results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Gypsum, Colorado 81637 Tel: (303) 289 1989 Tel: (303) 289 1989 Tel: (970) 524 0720 Fax: (303) 289 1686 Fax: (303) 289 6742 Fax: (970) 524 0721 725 Forest Road Vail, Colorado Concrete Compressive Strength and Field Test Results Job #10 -6591 GROUND Engineering Consultants, Inc. period ending 1/1512011 GROUND ENGINEERING CONSULTRNTS CONCRETE FIELD PROPERTIES AND COMPRESSIVE STRENGTH TEST RESULTS Report Number 1 Job Name 725 Forest Road, Anglovich -Dunn Remodel Job Number 10 -6591 Report Date October 5, 2010 Client: Anglovich -Dunn C/O Beck Building Inc. Address: PO Box 4030 Vail, Colorado 81658 Attn: Mr Tom Solawetz On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations, however, it is the responsibility of the contractor to perform construction and provide materials that meet the project plans and specifications Placement Date: 10/05/10 Specifications Concrete Placed By: Hedrick Construction Required Strength (psi) 3000 Concrete Supplier / Mix ID: LaFarge /RMXZP40GF87 Slump Range (in.) Total Cubic Yards Placed: 51/2 Air Range ( %) Weather / Temperature Overcast/60's Temperature ( °F) 50-90 Placement Location: Footings for Basement Addition Methods Employed: Tailgate to Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Spread (in.) Air Content ( %) Concrete Temp: °F Unit Weight (pcf) Water Added (gallons) Footing at NE comer of basement addition 4780640 85909218 3:05PM 3:45PM 41/2 4.1 70 138.4 11/02/10 Test Age 7 28 Type of Fracture T5 T5 Notification of field test results: Isaac with Beck Compressive Strength Results (ASTM C39) 86060 Cylinder Diameter (in.) 4.00 4.00 Cross Secional Area (sq in.) 12.57 12.57 Maximum Load 64860 86670 Compressive Strength (psi) 5160 6900 Test Date 10/12/10 11/02/10 Test Age 7 28 Type of Fracture T5 T5 and Ron with Hedrick Construction Cylinders Cast from ticket: 85909218 4.00 4.00 12.57 12.57 86060 88410 6850 7040 11/02/10 11/02/10 28 28 T5 T5 Lab ID 1896 Additional Comments As requested, we arrivewd on site for a scheduled 3:OOPM pour. The concrete did not arrive until approximately 3:40PM. Field Technician Jon Noble Corporate Office 41 Inverness Dr East Englewood, CO 80112 Tel:(303)289 1989 Fax:(303)289 1686 Offices: Denver, Loveland, Western Slope, Granby Gypsum Office P.O Box 464 Gypsum CO 81637 Tel:(970) 524 0720 Fax:(970) 524 0721 GROUND ENGINEERING CONSULTFiNTS CONCRETE FIELD PROPERTIES AND COMPRESSIVE STRENGTH TEST RESULTS Job Name 725 Forest Road, Anglovich -Dunn Remodel Job Number 10 -6591 Client: Anglovich -Dunn C/O Beck Building Inc. Address: PO Box 4030 Vail, Colorado 81658 Report Number Report Date Attn: 2 November 8, 2010 Mr Tom Solawetz On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations, however, it is the responsibility of the contractor to perform construction and provide materials that meet the project plans and specifications Placement Date: 11/08/10 Specifications Concrete Placed By: Hedrick Construction Required Strength (psi) 3000 Concrete Supplier / Mix ID: B &B/37512691 Slump Range (in.) Total Cubic Yards Placed: 10 Air Range ( %) Weather / Temperature Partly Cloudy /50's Temperature ( °F) 50-90 Placement Location: Basement Walls in NW corner of Addition, Footer in SW corner of Addition Methods Employed: Pump Truck, Vibration, Hand Finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Spread (in.) Air Content ( %) Concrete Temp: °F Unit Weight (pcf) Water Added (gallons) Basement Wall, T E of NW comer 6038 B2136128 12:45PM 1:30PM 5 7.0 68 135.4 Maximum Load 50860 64520 73990 74680 Compressive Strength (psi) 4050 5130 5890 5940 Test Date 11/15/10 12/06/10 12/06/10 12/06/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Jon Noble Notification of field test results: Isaac with Beck Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: B2136128 Lab ID 2011 Cylinder Diameter (in.) 4.00 4.00 4.00 4.00 Cross Secional Area (sq in.) 12.57 12.57 12.57 12.57 Maximum Load 50860 64520 73990 74680 Compressive Strength (psi) 4050 5130 5890 5940 Test Date 11/15/10 12/06/10 12/06/10 12/06/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Jon Noble Corporate Office 41 Inverness Dr East Englewood, CO 80112 Tel:(303)289 1989 Fax:(303)289 1686 Offices: Denver, Loveland, Western Slope, Granby Gypsum Office P.O Box 464 Gypsum CO 81637 Tel:(970) 524 0720 Fax:(970) 524 0721