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Home My WebLink About4703 BOARDWALK DR - SPECIAL INSPECTIONS - 5/20/1999i May 7, 1999 Mr. John Sailer Nordic Construction 309 West Harmony Road Fort Collins, Colorado 80526 Re: Remax 4703A Boardwalk Fort Collins, Colorado Project No. 20991016 We are transmitting: ® Field Data Regarding: Irerracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 1970)484-0359 Fax: f970)484 0454 ® herewith ❑ under separate cover ❑ Laboratory Data ❑ Report ❑ Revised Report ❑ Compacted Fills ❑ Footings ❑ Concrete ❑ Asphalt ❑ Aggregate ❑ Concrete Reinforcing Steel ❑ Permeability Test ❑ Location Diagram ❑ Soil Samples ❑ Construction Material Samples ❑ Moisture -Density ❑ Grain Size Analysis ® Masonry ❑ R-Value ❑ General Information ❑ Certifications ❑ Resumes ❑ Other ❑ Report will follow under separate cover On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. Sincerely, TERR j VaG. by: lam' Richard Hoskinson eeks, P.E. Engineering Technician Engineer Enc/Copies to: (3) Addressee Arizona ■ Arkansas R Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico 0 North Dakota ■ Oklahoma ■ Tennessee ■ Texas ■ Utah In Wisconsin ■ Wyoming Quality Engineering Since 1966 May 7, 1999 Mr. Gary Nordic Nordic Construction 309 West Harmony Road Fort Collins, Colorado 80526 Re: Remax Building Lot 1, Miramont Office Park Fort Collins, Colorado Project No. 20991016 We are transmitting: ® herewith ❑ under separate cover Irerracon 301 N. Howes • P.O. Box 503 Fed Collins, Colorado 80521-0503 (970)484-0359 Fax: (970) 484-0454 ® Field Data ❑ Laboratory Data ❑ Report ❑ Revised Report Regarding: ❑ Compacted Fills ❑ Footings ❑ Concrete ❑ Asphalt ❑ Aggregate ❑ Concrete Reinforcing Steel ❑ Permeability Test ❑ Location Diagram ❑ Soil Samples ❑ Construction Material Samples ❑ Moisture -Density ❑ Grain Size Analysis ® Masonry ❑ R-Value ❑ General information ❑ Certifications ❑ Resumes ❑ Other ❑ Report will follow under separate cover On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. Sincerely, T!!ERRRACON n �j /chneider, Connie J. E.I.T. Geotechnical Engineer Enc/Copies to: (3) Addressee by: G. Weeks, P.E. tural Engineer Arizona ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota ■ Oklahoma ■ Tennessee ■ Texas ■ Utah ■ Wisconsin ■ Wyoming Ouality Engineering Since 1965 No Text May 20, 1999 Mr. John Sailer Nordic Construction P.O. Box 271970 Fort Collins, Colorado 80527 Re: Remax 4703A Boardwalk Fort Collins, Colorado Project No. 20991016 We are transmitting: ® Field Data Regarding: Irerracon 301 N. Howes • P.O. Box 503 Fed Collins, Colorado 80521-0503 (970) 484-0359 Fax: (970) 484-0454 ® herewith ❑ under separate cover ❑ Laboratory Data ❑ Report ❑ Revised Report ❑ Compacted Fills ❑ Footings ❑ Concrete ❑ Asphalt ❑ Aggregate ❑ Concrete Reinforcing Steel ❑ Permeability Test ❑ Location Diagram ❑ Soil Samples ❑ Construction Material Samples ❑ Moisture -Density ❑ Grain Size Analysis ® Masonry ❑ R-Value ❑ General Information ❑ Certifications ❑ Resumes ❑ Other ❑ Report will follow under separate cover On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. Sincerely, TERRACON Connie J. Schneider, E.I.T. Field Engineer Enc/Copies to: (3) Addressee Reviewed by: Richer, P.E. Department Manager/Engineer Arinna ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota ■ Oklahoma ■ Tennessee ■ Texas ■ Utah ■ Wisconsin III Wyoming Quality Engineering Since 1966 lrerracon 301 North Howes Street Fort Collins, Colorado 80521 970 484-0359 FAX 970 484-0454 REPORT OF. MASONRY OBSERVATION CLIENT: Nordic Construction PO Box 271970 Fort Collins, CO 80527 PROJECT: Remax Building Lot 1, Miramont Office Park Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 5113199 9:45 AM REPORT NO.: 4 PROJECT NO.: 20991016 WEATHER CONDITIONS: Sunny, calm INSPECTOR: Connie Schneider LOCATION AND DESCRlPTIONI:OF WORK 71 GRID & ELEVATION: Elevator shaft at 19' MASONRY UNITS: Hollow block 8 x 8 x 16" REINFORCEMENT: Vertical - #6 rebar in grout cells Horizontal - 2 - #4 rebar in bond beams GROUTING: Observed grout placement SUMMARY COMMENTS: Placement in general accordance with plans DISCREPANCIES NOTED: None noted or observed during periodic observation on 5/13/99 May 20, 1999 Mr. John Sailer Nordic Construction P.O. Box 271970 Fort Collins, Colorado 80527 Re: Remax 4703A Boardwalk Fort Collins, Colorado Project No. 20991016 We are transmitting: ® Field Data Regarding: Irerracon 301 N. Howes • P.O. Box 503 Fon Collins, Colorado 80521-0503 (970)484-0359 Fax'.(970)484-0454 o aVl,,l� MAY P, 4 1999 ® herewith ❑ under separate cover ❑ Laboratory Data ❑ Report ❑ Revised Report ❑ Compacted Fills ❑ Footings ❑ Concrete ❑ Asphalt ❑ Aggregate ❑ Concrete Reinforcing Steel ❑ Penneability Test ❑ Location Diagram ❑ Soil Samples ❑ Construction Material Samples ❑ Moisture -Density ❑ Grain Size Analysis ® Masonry ❑ R-Value ❑ General Information ❑ Certifications ❑ Resumes ❑ Other ❑ Report will follow under separate cover On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. Sincerely, TERRACON Z�/�(o/reHeider, E.I.T. Field Engineer Reviewed by: avid A. Richer, P.E. Department Manager/Engineer Enc/Copies to: (3) Addressee - Arizona ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missoun ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota • Oklahoma ■ Tennessee ■ Texas ■ Utah IN Wisconsin ■ Wyoming Ouagty Engineering Since 1965 rracon 301 North Howes Street Fort Collins, Colorado 80521 (9701484-0359 FAY (970)48 CLIENT: Nordic Construction PO Box 271970 Fort Collins. CO 80527 GROUTING: Remax Building Lot 1, Miramont Office Park Construction calm shaft at 19' 8x8x16" or i May 7, 1999 Mr. Gary Nordic Nordic Construction 309 West Harmony Road Fort Collins, Colorado 80526 Re: Remax Building Lot 1, Miramont Office Park Fort Collins, Colorado Project No. 20991016 We are transmitting: ® Field Data Regarding: Irerracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 60521-0503 (970)484-0359 Fax:(970)484-0454 ® herewith ❑ under separate cover ❑ Laboratory Data ❑ Report ❑ Revised Report ❑ Compacted Fills ❑ Location Diagram ❑ General Information ❑ Footings ❑ Soil Samples ❑ Certifications ❑ Concrete ❑ Construction Material ❑ Resumes ❑ Asphalt Samples ❑ Other ❑ Aggregate ❑ Moisture -Density ❑ Report will follow under ❑ Concrete Reinforcing ❑ Grain Size Analysis separate cover Steel ® Masonry ❑ Permeability Test ❑ R-Value On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. Sincerely, TERRACON aae� Connie J. Schneider, E.I.T. Geotechnical Engineer Weeks, P.E. 31 Engineer Arizona ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota ■ Oklahoma ■ Tennessee ■ Texas ■ Utah ■ Wisconsin ■ Wyoming Quality Engineering Since 1965 Irerracon 301 North Hawes Street Fort Collins, Colorado W521 970) 48"369 FAX (970) 4844454 .. ... . . ... .. .... ............. - .... . ...... :!;1::::N: r ..................... ....... . ..... RePORT.OF1VIA9.ONIkY..,08SERVATtON CLIENT: Nordic Construction 309 West Harmony Road Fort Collins, CO 80526 PROJECT., Remax Building Lot 1, Miramont Office Park Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 5JW99 10:30 AM REPORT NO.: 3 PROJECT NO.: 20991016 WEATHER CONDITIONS: Partly cloudy, windy INSPECTOR: Connie Schneider ..... ..... LOCATION AND DESCRIPTION; WORK GRID & ELEVATION: Elevator shaft MASONRY UNITS: Hollow block 8 x 8 x 16' REINFORCEMENT: Vertical - #6 rebar in grout cells Horizontal - 2 - #4 rebar in bond beams 'GROUTING: N. .... . ....... ..... ..... . .... .... .... ...... nn .-SUMMARK.: .......... n.:. COMMENTS: Placement in general accordance with plans DISCREPANCIES NOTED: None May 20, 1999 Mr. John Sailer Nordic Construction P.O. Box 271970 Fort Collins, Colorado 80527 Re: Remax 4703A Boardwalk Fort Collins, Colorado Project No. 20991016 We are transmitting: ® Field Data Regarding: Irerracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 (970) 484�0359 Fax: (970) 484-0454 ® herewith ❑ under separate cover ❑ Laboratory Data ❑ Report ❑ Revised Report ❑ Compacted Fills ❑ Footings ❑ Concrete ❑ Asphalt ❑ Aggregate ❑ Concrete Reinforcing Steel ❑ Permeability Test ❑ Location Diagram ❑ Soil Samples ❑ Construction Material Samples ❑ Moisture -Density ❑ Grain Size Analysis ® Masonry ❑ R-Value ❑ General Information ❑ Certifications ❑ Resumes ❑ Other ❑ Report will follow under separate cover On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. Sincerely, TTEERRRACON/� Connie J. Schneider, E.I.T. Field Engineer Enc/Copies to: (3) Addressee Reviewed by: David A. Richer, P.E. Department Manager/Engineer Arizona I• Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa I• Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada • New Mexico if North Dakota ! Oklahoma ■ Tennessee ■ Texas ■ Utah MI Wisconsin ■ Wyoming Quality Engineering since 1965 lrerracon 301 North Howes Street Fort Collins, Colorado 80521 970 484-0359 FAX 970 484-0454 REPORT OF MASONRY OBSERVATION CLIENT: Nordic Construction PO Box 271970 Fort Collins, CO 80527 PROJECT: Remax Building Lot 1, Miramont Office Park Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 5/13/99 9:45 AM REPORT NO,: 4 PROJECT NO.: 20991016 WEATHER CONDITIONS: Sunny, calm INSPECTOR: Connie Schneider LOCATION AND DESCRIPTION:OF WORK GRID & ELEVATION: Elevator shaft at 19' MASONRY UNITS: Hollow block 8 x 8 x W REINFORCEMENT: Vertical - #6 rebar in grout cells Horizontal - 2 - #4 rebar in bond beams GROUTING: Observed grout placement SUMMARY COMMENTS: Placement in general accordance with plans DISCREPANCIES NOTED: None noted or observed during periodic observation on 5/13/99 p Irerracon 301 North Howes Street Fort Collins, Colorado 80521 (970) 484-0359 FAX (9701484-0454 . ....... ....... ... % ............ 7.REPORT ORM,*ONRYORSERVATION CLIENT: Nordic Construction 309 West Harmony Road Fort Collins, CO 80526 PROJECT: Remax 4703A Boardwalk Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 4127/99 REPORT NO.: 1 PROJECT NO.: 20991016 WEATHER CONDITIONS: Sunny, slight overcast INSPECTOR: Richard Hoskinson ...... . ..... LOCATION:NNN.1 _0 AND DESCRIPTION -OF WORK GRID & ELEVATION: Elevator CMU walls Elevation 8'-0" from top of footing MASONRY UNITS: Hollow block 8x8x16' REINFORCEMENT: Vertical #6 into grout cells GROUTING: Did not grout this day N: ........... . . ..... . ..........SUMMARY........... COMMENTS: Contractor was instructed to provide cleanouts at grout cells and to strike off excessive mortar fins prior to pouring grout. The contractor agreed to provide minimum requirements for high lift grouting. DISCREPANCIES NOTED: See comments above. �if 11 1 11. Irerracon 301 North Hawes Street Fort Collins, Colorado 80521 (970) 484-0359 FAX (9701484-0454 ..... . . . .... . . .. .. .... .. . ..... . .... ....... REPORT OF Y OBSERVATION .... ......... .. . . Nordic -donstruction 309 West Harmony Road Fort Collins, CO 80526 PROJECT: Remax 4703A Boardwalk Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE &TIME: 4/28/99 REPORT NO.: 2 1 PROJECT NO.: 20991016 WEATHERCONDITIONS: Overcast INSPECTOR: Richard Hoskinson .. ............TW LOCATION AND t$,CRIPTiONOP.:..:WORK III''��::::::::..:.�. .. ..... ..... GRID & ELEVATION: Elevator CMU walls all four sides) Elevation 8'-0" from to of footing MASONRY UNITS: Hollow black 8x8x16* REINFORCEMENT: Vertical #6 into grout cells Horizontal (2) #4 into bond beam GROUTING: Observed placement of grout into grout cells and bond beam ... .. . .... . :NNN: ................. . ............... .. ........ ........... sUMMAky ............. . . ........ . ............ ............... ............ COMMENTS: Contractor advised to provide 1-11T key way at to of bond beam Work observed performed to minimum requirements DISCREPANCIES NOTED: None May 7, 1999 Mr. John Sailer Nordic Construction 309 West Harmony Road Fort Collins, Colorado 60526 Re: Remax 4703A Boardwalk Fort Collins, Colorado Project No. 20991016 We are transmitting: ® herewith ❑ under separate cover Irerracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 (970) 484-0359 Fax: (970) 484-0454 ® Field Data ❑ Laboratory Data ❑ Report ❑ Revised Report Regarding: ❑ Compacted Fills ❑ Footings ❑ Concrete ❑ Asphalt ❑ Aggregate ❑ Concrete Reinforcing Steel ❑ Permeability Test ❑ Location Diagram ❑ Soil Samples ❑ Construction Material Samples ❑ Moisture -Density ❑ Grain Size Analysis ® Masonry ❑ R-Value ❑ General Information ❑ Certifications ❑ Resumes ❑ Other ❑ Report will follow under separate cover On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. Sincerely, TE R v' w d by: Richard Hoskinson a G. Weeks, P.E. Engineering Technician I ctural Engineer Enc/Copies to: (3) Addressee Arizona ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota ■ Oklahoma ■ Tennessee ■ Texas ■ Utah IF Wisconsin ■ Wyoming Quality Engineering Since 1965 Irerracon 301 North Hawes Street Fort Collins, Colorado 80521 (970) 484-0359 FAX 970) 484-0454 REPORT. OF. MASONRY OBSERVATION CLIENT: Nordic Construction 309 West Harmony Road Fort Collins, CO 80526 PROJECT: Remax 4703A Boardwalk Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 4/27/99 REPORT NO.; I PROJECT NO.: 20991016 WEATHER CONDITIONS: Sunny, slight overcast INSPECTOR: Richard Hoskinson t::::; :N: .. ......... LOCATIONANDOESGRIPTIO OFWORKNO GRID & ELEVATION: Elevator CMU walls Elevation 8'-0" from to of footing MASONRY UNITS: Hollow block 8x8x16* REINFORCEMENT: Vertical #6 into grout cells GROUTING: bid not grout this day N. ::N., NN", ..... ...... N.., t_ . ....... . ...... . SUMMARY t N-I COMMENTS: Contractor was instructed to provide cleanouts at grout cells and to strike off excessive mortar fins prior to pouring grout. The contractor agreed to provide minimum requirements for high lift grouting. DISCREPANCIES NOTED: See comments above. '1rerracon 301 North Howes Street Fort Collins, Colorado 80521 (970) 484-0359 FAX J970) 484-0454 i tz :REPORT.W.. VAS0NRY..0.8SERVAT.10N.:::: ..... . ..... - CLIENT: Nordic Construction 309 West Harmony Road Fort Collins, CO 80526 PROJECT: Remax 4703A Boardwalk Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 4/28/99 REPORT NO.: 2 1 PROJECT NO.: 20991016 WEATHER CONDITIONS: Overcast INSPECTOR: Richard Hoskinson z .......... .-LQCA7ION 1 AND DESCRIPTION OPWORK t N: GRID & ELEVATION: Elevator CMU walls all four sides) Elevation 8'-0" from top of footing MASONRY NITS: Hollow block 8x8x16' REINFORCEMENT: Vertical #6 into grout cells Horizontal (2) #4 into bond beam GROUTING: r Observed Rlacement of grout into grout cells and bond beam N t: ..................... - SUMMARY........ ... . ...... COMMENTS: Contractor advised to provide 1-1/2" key wayat to of bond beam Work observed performed to minimum requirements DISCREPANCIES NOTED: None 1 May 7, 1999 Mr. John Sailer Nordic Construction 309 West Harmony Road Fort Collins, Colorado 80526 Re: Remax 4703A Boardwalk Fort Collins, Colorado Project No. 20991016 We are transmitting: ® Field Data Regarding: Irerracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 (970) 484-0359 Fax: (970) 484-0454 ® herewith ❑ under separate cover ❑ Laboratory Data ❑ Report ❑ Revised Report ❑ Compacted Fills ❑ Footings ❑ Concrete ❑ Asphalt ❑ Aggregate ❑ Concrete Reinforcing -Steel ❑ Permeability Test ❑ Location Diagram ❑ Soil Samples ❑ Construction Material Samples ❑ Moisture -Density ❑ Grain Size Analysis ® Masonry ❑ R-Value ❑ General Information ❑ Certifications ❑ Resumes ❑ Other ❑ Report will follow under separate cover On -site observation services were provided ❑ Full Time ® Part Time We have not been asked to interpret the data or to make design and/or construction recommendations based on the data, and cannot assume responsibility or liability for interpretation of this data by others. iy TER 9L N Richard Hoskinson Engineering Technician Enc/Copies to: (3) Addressee by: G. Weeks, P.E. lure[ Engineer Arizona ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota ■ Oklahoma to Tennessee ■ Texas ■ Utah ■ Wisconsin In Wyoming quality, Engineering Sines 1965 C, Irerracon 301 North Howes Street Fort Collins, Colorado 80521 (970) 484-0359 FAX (970) 484-0454 ............ . ..... .. ............ — ..... .............. .. .......... ......:-REPORTOF MASONRY.08SERVATION .......... CLIENT: Nordic Construction 309 West Harmony Road Fort Collins, CO 80526 PROJECT: Remax 4703A Boardwalk Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 4/27/99 REPORT NO.: I PROJECT NO.: 20991016 WEATHER CONDITIONS: Sunny, slight overcast INSPECTOR: Richard Hoskinson ,.::::;:.:.:.....L0CA110N ANDDESCRIPTION OFzWORK--f=: GRID & ELEVATION: Elevator CMU walls Elevation 8'-0" from top of footing MASONRY UNITS: Hollow block 8x8x16' REINFORCEMENT: Vertical #6 into grout cells GROUTING: Did not grout this day ............ . .......... ............... .......... z...SUMMARY..-: ... ............ 11, . ......... COMMENTS: Contractor was instructed to provide cleanouts at grout cells and to strike off excessive mortar fins prior to pouring grout. The contractor agreed to provide minimum requirements for high lift grouting. DISCREPANCIES NOTED: See comments above. K A- Irerracon 301 North Howes Street Fort Collins, Colorado 80521 (970) 484-0359 FAX (970) 484-0454 .. .. .......... ......... ..... CLIENT: Nordic Construction 309 West Harmony Road Fort Collins, CO 80526 PROJECT: Remax 4703A Boardwalk Fort Collins, Colorado CONTRACTOR: Nordic Construction DATE & TIME: 4/28/99 REPORT NO.: 2 PROJECT NO.: 20991016 WEATHER CONDITIONS: Overcast INSPECTOR: Richard Hoskinson ..................... ..... ....... - LOCATION AND�DESCRIPTIONQFWORK GRID & ELEVATION: Elevator CMU walls all foursides Elevation V-0" from to of footing MASONRY UNITS: 0 ow block 8x8x16' REINFORCEMENT: Vertical #6 into grout cells Horizontal (2) #4 into bond beam Observed placement of grout into grout cells and bond beam SUMMARY ....... .. ... ....... ...... ....... ... ...... .... z ........................... . .......... . ..... ......... COMMENTS: Contractor advised to provide 1-112" key way at to of bond beam Work observed performed to minimum requirements DISCREPANCIES NOTED: None