The URL can be used to link to this page

Home My WebLink AboutPermit Field Test & Inspection Report 2002-5-23 (3) v~/,~/v, ~~;~~ rftA ~~~/~O/~O~ .1,(1' \. n:)1 ;::>1'K.ll~br .l.l!.LV I({JUUVUUZ '''f ..;. t ns-l Information ~~. .ToBuildOn Engineering · Consulting · Testing SPECIAL INSPECTION FINAL SUMMARY REPORT '3a ~\..p Gde.w {\.-vl 0+ May 23, 2002 Report No.: 722-20054-23 \ ''. Mr TIn1 Sprouse. ' Cross Lands ConstructIOn 8955 S RIdgeline Blvd., Smte 1500 HIghlands Ranch, CO 80126 Re: Applebee's #1075 Gateway MaD Springfield, Oregon Dear Mr Sprouse This IS to certify that In accordance with Chapter 17 of the Umfonn BUlldmg Code and deSIgn reqUirements, we have performed SpecIal InspectIon at the above referenced proJect on the followmg Items 1 Remforcing Steel, Anchor Bolts 2 Reinforced Concrete 3 Structural WeIdmg 4 Nmling 5 Shear Walls 6 Structural Masonry Bond Beams InspectIons and tests were performed and reported according to the requrrements of Chapter 17 and as directed by our chent To the best 'Of our lmowledge, the work mspected was performed m accordance WIth the approved plans, speCIficatIons, reVIsions, applicable workmanshIp proVISIons of State BUIldmg Code and Standards and Uniform BuIlding Code. Note Our firm also periVHUed m-place nuclear densIty tests on crushed aggregate backfill. For speCIfic detaIls 1 egardmg our mspectIon and testmg serVIces, please reference our previously subnutted reports. Re~pectfl1 lIy submitted, ~~(}ll~ Raym~ V A;~~ Department Manager C CIty of Spnngfteld ProfessIOnal Service Industries, lnc -104OA Shelley St - Springfield, OR 97477 - Phone 541/746-9649 - Fax 5411746-7163 l"~~;l Information ~~. .10 Build On , Engineering. ConsuHing. Testing SPECIAL INSPECTIO:N" FINAL SUMMARY REPORT May 23, 2002 Report No 722-20054-23 \. \ 'I- Mr T1l11 Splouse. ' Cross Lands ConstructIOn 8955 S Rldgelme Blvd, Smte 1500 r-.l1ghlands Ranch, CO 80126 \ Re: Applebee's #1075 Gateway Mall Spnngfield, Oregon Dear Ml Sprouse Tim IS to certIfy that m accordance wIth Chapter 17 of the Umform Bmldmg Code and desIgn requIrements, we have performed SpecIal InspectIOn at the above referenced project on the followmg Items ] Remforc~ng Steel, Anchor Bolts 2 Remforced Concrete 3 Structural Weldmg 4 Nmlmg 5 Shear Walls 6 Structural Masonry Bond Beams InspectIOns and tests were performed and reported accordIng to the reqmrements of Chapter 17 and as dIrected by our clIent To the best of our knowledge, the work mspected was performed m accordance WIth the approved plans, specIficatIOns, reVIsIOns, applIcable workmanshIp proVIsIOns of State Bmldmg Code and Standards and Umform Bmldmg Code . Note Our fInn also performed m-place nuclear denSIty tests on crushtd aggregate backfIll For ~peclflc detaIls regardIng our InSpectIOn and testmg serVIces, please reference our prevIOusly ~Llbmltted reports - Rcspectlully submItted, ftu Ol.lrJ!f!,n R'aym~ V Ahpe~~ Depal tment Manager C City of Sprmgfleld ProfeSSional Service Industries, Inc .1040A Shelley St . Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 U<l/<:'1/U;': ~'1:<:lf t'AA <l'l~ll.}tl{~tl;j . t'~l :st'Kll'llut'lhW IlfI 002/002 n, Ii ~, ,,- l"!:;llnjonnation K". .ToBuildOn Engineering · Consulting 0 Te..l.~ ,,:~ SPECIAL INSPECTION FINAL SUMMARY REPORT ,. , May 23, 2002 Report No.: 722-20054-23 '-, \ " Mr. TIm Sprouse. " Cross Lands Construction 8955 S. R1dgelll1e Blvd, SUIte 1500 H Ighlallds Ranch, CO 80126 Re: Applebee's #1075 Gateway Mall Sprmgtield, Oregon Dear Mr Sprouse: This) s to certIfY that In accordance WIth Chapter 17 of the Umfonn Bmldmg Code and deSIgn reqmrements, we have performed SpecIal Inspectlon at the above referenced project on the followmg items I Remforcmg Steel, Anchor Bolts 2 Remforced Concrete 3 Structural Weldmg 4 NailIng InspectIon,s and tests were performed and reported accordmg to the requrrements of Chapter 17 and as directed by our chent To the best of our lmowledge, the work mspected was performed ill accordance wltl, the appluved plans, specIficatIons, revisions, applIcable workmanshIp provISIOns of State BUlldmg Code and Standards and Umform Buildmg Code. Note Our firm also performed m-place nuclear denSIty tests on crushed aggregate backfill. For specIfic detaIls regardmg our inspectIon and testlng SeIV1ces, please reference our prevlOusly 'iUbmltted reports Respectftllly submltted, ~~j \JaO,p Raymon'!\r Ahp~ Depal1ment Manager C City of Sprrngfield ProfeSSional ServICe IndustrieS, fne .1040A Shelley St . Spnngfield, OR 97477. Phone 541/746.9649. Fax 541/746-7163 l.'~;l Information ~.,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: May 20, 2002 \ Mr Tim Sprouse Crosslands Construction 8955 S Rldgellne Blvd, SUite 1500 Highlands Ranch, CO 80126 Report Number: 722-20054-21 . Applebee's #1075 Gateway Mall Springfield, Oregon Client: Project Name: Project Location: P.O. No.: Type of Inspection: Fabricator/Erector: Contractor: 1075-2/19038 Welding Inspection Phillips & Koch Crosslands Construction Field Observations and Comments Permit No.: Weather: Shop or FIeld: Cloudy Field Performed periodiC visual inspection of the following Items puddle welds and side lap screws to roof decking per S-2.1 of the John Sharp Architects approved draWings located service yard are roof Weldments were Inspected for Size, length, profile and locations To the best of our knowledge, the work Inspected IS In conformance With approved drawings, specifications and applicable AWS 01 1 (static) codes Fabricator was asked to notify our office when additional services are needed Inspector: Chris Thomason, ICBO# 5069949-85 If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649 Doug G Vertrees Structural Steel Field Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMITTAL TOA THIRD .-..\.-:-;-',', ~'.'~. ;',' IV;;:"''''';:;' ;::~-C;::r-; II'; ;:;'"II...L, 'I'll I nvu I I nc 'IV""'" I c::.lV ""C:""M/~.:J/VfV v, t"'KU,J;;;i;)i:JfUNAL (;it:KVIc.;t: INDUSTRieS. IS PROHIBITED ProfeSSional Service Industnes, Inc .1040A Shelley St. Spnngfleld, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l.'~ ., Informntion ~.,. .To Build On Engineering. Consulting. Testing . I"' DAILY FIELD REPORT Date Performed ,Ma~ 17,2002 \, Mr Tim Sprouse Cross lands Construction 8955 S Rldgeline Blvd, SUite 1500 Highlands Ranch, CO 80126 Client Report Number: PrOject Name: Project Location: PO No Type of Inspection: Fabricator/Erector' Contractor 1075-2/19038 Welding Crosslands Construction Crosslands Construction Field Observations and Comments Permit No.: Weather: Shop or Field: 722-20054-19 Applebee's #1075 Gateway Mall SpringfIeld, Oregon Light Rain Shop . Performed periodic visual inspection of the following Items staging/receiving area roof support to column and embeddments Weldments were Inspected for Size, length, profile and locatrons To the best of our knowledge, the work Inspected IS In conformance with approved drawings, specificatIons and applicable AWS D1 1 (static) codes Inspector. Dave Smith, ICBO# 0877340-85 If you have any questions regarding this report, please feel free to contact us at 541-746-9649 ~~tfU"y SubmItted, ~/on~v'ee Industnes, Ine Doug G Vertrees Structural Steel Field Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT. BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS. EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED ProfeSSional Service Industries, Inc .1040A Shelley St . Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l.i"~;l Infonnation ~~. @To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed May 14, 2002 Report Number' 722-20054-20 Client: Mr\"Tlm Sprouse Cross lands Construction 8955 S Rldgehne Blvd, SUite 1500 Highlands Ranch, CO 80126 Project Name: Applebee's #1075 Gateway Mall Spnngfleld, Oregon Project Location. PO No Type of Inspection: 1075-2/19038 Reinforcing Steel Permit No.: Weather: Overcast Field Observations and Comments Performed visual inspectIon of reinforcing steel In the followIng locations service yard and outside storage-slab, footings and grade beams Reinforcing steel and column anchor bolts were checked for grade, SIze, lap, placement and clearances where applicable Reinforcing steel was secured uSing tie wire and supported on concrete doble blocks Reinforcing steel was placed In accordance with approved desIgn drawIngs and specifications Contractor indicated that anchor bolts, for north wall of outside storage, would be wet set at time of concrete placement To the best of our knowledge, the work Inspected above was In accordance with the bUilding department approved design drawings, specifications and applicable workmanship provIsions of the UnIform BUilding Code Inspector' Don Thornton, ICBO# 1035237-88 you have any questions regarding thIS report, please feel free to contact us at 541-746-9649 Respectfully Submitted, Professional Service Industries, Inc, Rflr/oiv ~;,~r~ Department Manager c City of Spnngfleld THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED Professional Service Industries, Inc .1040A Shelley St . Springfield. OR 97477. Phone 541/746-9649. Fax 541/746-7163 l "~;llnformntion ~~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: May 20, 2002 Report Number: 722-20054-22 Client: Mr ':f1m Sprouse Crosslands Construction 8955 S Rldgehne Blvd, SUite 1500 Highlands Ranch, CO 80126 Project Name: Applebee's #1075 Gateway Mall Spnngfleld, Or,egon Project Location: P.O. No.: Type of Inspection: 1075-2/19038 Rebar Permit N9.: Weather: Overcast Field Observations and Comments 'Observed 2 #5 at top of 8" CMU wall for commons/trash enclosure area Grout will be place at a later time To the best of our knowledge, the work Inspected above was In accordance with the bUilding department approved design draWings, speCifications and applicable workmanship provIsions of the Uniform BUilding Code. Contractor was asked to notIfy our office when additional services are needed Inspector: David Smtih, ICBO# 0877340-84 If you have any questions regarding this report, please feel free to contact us at 541-746-9649 ~espectfully Submitted, )rofess/onal Service Industries, Inc Pltp \) /~CfJ Raymond V Ahpertl Department Manager r ) c City of Spnngfleld THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED ProfeSSional Service Industries, Inc .1040A Shelley St . Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163