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HomeMy WebLinkAboutLETTERS - 01-00029 - BYUI Spori Building - Rebuild BuildingIG/1/2002 Lloyd Benson BYU Idaho Physical Plant Rexburg, ID 93440 Dear Lloyd, ciz 0 4/ U 7 STATE OF IDAHO www.ci.rexburgJd.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359-3020 Fax (208) 359-3022 e-mail rexburg@Ci.rexburg.id.us I have not heard back from you regarding my letter dated 9/20/02. In that letter I told you that we had been informed that someone certified the inspection of all high-strength bolting on the Spori Building. We then requested documentation concerning the inspection. It is very important that we be kept in the loop. Can you please let us know what took place regarding this matter? Attached to this document are copies of the Spori Building Special Inspection Reports containing loose ends. Our inspector Bill Hamlin has made notes on them concerning questions or deficiencies. After reviewing these documents, it becomes clear that we have a problem that needs to be addressed. The communication between -our inspectors and those performing special inspections on the Spori is not performing at a functional level. As a result, the work of constructing the building continues but the questions concerning deficiency correction are not being answered. Please review the attached inspection reports and the notes made by our inspector. Also, we have not yet received certifications from your new inspection fum We need to have closure on these issues by 10/11/02. If you have any questions please give me a call at 359-3020 ext. 324. Sincerely, Z'-1 Val Christensen Building Official cc: John Millar Bill Hamlin Stephen Zollinger S5- / Field Inspection Report Q\WINDOWS\Desktop\Projects\2002 Projects\Brit Spori Building\Field\108.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: August 27, 2002 August 21, 2002 REINFORCING STEEL INSPEC77ON Inspector: Lowell Trujillo Inspector arrived on site for reinforcing steel inspection at Row 131.5 to D1.5 line 5 to 5.3, 3rd floor walls. August 23, 2002 REINFORCING STEEL INSPEC770N Inspector: Clayton Maher Inspector arrived on site to perform reinforcing steel inspection for 3rd floor slab on deck, 04 reinforcing steel bar, 15° on center each way, seam welds and puddle welds. l� c -moi z Z August 23, 2002 ,ilGzD �G9i �o.J REINFORCING STEEL INSPEC7701V Inspector: Lowell Trujillo Inspector arrived on site for reinforcing steel inspection at Row B to E line 1 to 2, 3rd floor slab on 6 i deck. WORK INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP BILLY BERRY GENERAL MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen BB/kip Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 SS 7. a'zr Field Inspection Report CAWIND0WS\Desktop\Pr0jects\2002 Projects\aYU SPQMB Uumg\Field\107.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: August 27, 2002 August 20, 2002 STRUCTURAL STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The in -progress welding performed by three qualified welders using SMAW with E 6022 & E 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on wide flange beams to embed (beam pocket) and ledger angles to embeds at Row B to E line 1 to 2, 3rd floor framing. Arc spot was inspected on metal decking at above location. August 22, 2002 STRUCTURAL STEEL RE INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The in progress and completed welding performed by four qualified welders using SMAW with E 6022 & E 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on wide flange beams to embeds at beam pocket and ledger angle to embeds at Row B to E line 1 to 2, 31d floor framing. Arc spot, stitch welds and shear studs on metal decking were inspected at above location. NOTE. THE TWO WELDS ONI-BEAMS THAT WERE UNDERSIZED ONAUGUST 2I, `2,00'2, INSPECTIONWERE CORRECTED. THE MISSING WELDS ON TILE TOP OF LEDGER ANGLE TO EMBED WERE ALSO CORRECTED. -----,--------- WOR X ORRECTED. i -- WOR% INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS. If you have any questions regarding this report, please feel free to contact u at: (208) 478-5945. �r Respectfully, ALL TECH CORP ��; �'e=✓��U$ "TF.'UG %(/�,a�-�, UoJsi��c.J BILLY BERRY GENERAL MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen BB/ldp /mfrs 1u4/, 3/T,�sv- ®' Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 -5513 Field Inspection Report Q\WINDOWS\Desktop\Projects\2002 Projects\BYU Spon Building\Field\099.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project H: BY0136c Report Date: August 7, 2002 July 19, 2002 STRUCTURAL STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The completed welding performed by two qualified welders using SMAW with E 6022 & 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on ledger angles to embeds and reinforcing studded angles at Row B1.8 to C line 2.5 to 4.5, 2nd floor framing. Arc spot, stitch welds, and shear studs were inspected on metal decking at above location. NOTE: THE DECKING WAS OVERLAPPED AT LINE 4.3 ON A PERFERATION INSTEAD OF A SEAM. TBE DECXIN_G NEEDS TO BE JOINED AT THIS SECTION. STUDDED ANGLES NEED TO HAVE THE VERTI E BUTT nJOINTS WELDED DUE TO MISSING WELDS.CONTR_ ACTOR WAS INFORMED _DIP FDBF, C ECTI EMADE ' 'o/_' 4� — July 18, 2002 STRUCTURAL STEEL INSPECYTON Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The in -progress and completed welding performed by two qualified welders using SMAW with E 6022 & 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on wide flange beams to beam pocket embeds and ledger angle to embeds at Row D to F line 2 to 5, 2nd floor framing. Arc spot, stitch welds, a s �yJn spected on metal decking at above location NOTE: BEA147S 7Y1 EMBEDS ARE COMPLETE SEAM by July 31, 2002 STRUCTURAL STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The completed welding performed by two qualified welders using SMAW with E 6022 & 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on ledger angles to embeds at Row D1 to F line 2 to 5, 2nd floor framing. N09'E d9LL 19E77.DS N&ED TO BE SLAG CHIPPED.".W=S ARBMrSSING ONLEDGER ANGLE TO EMBED:AT ROW F+ 4"L -U_ 3 7b 4 to51 Z EF z (NoT Note LJNcx7 aaI SiJ'G B-Z'az _ .. WORT{ INSPECTED WAS WITHIN PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at:(208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/klp IMF Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 Field Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: July 19, 2002 July 17, 2002 STRUCTURAL STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The in -progress welding performed by two qualified welders using SMAW with E 6022 & 7018 electrodes was visually inspected and proper electrode storage was verified. Weldments consisted of single pass fillet welds on wide flange beams, ledger angles to embeds, and reinforcing studded bent plates at Row A to A.5 line 3 to 4, Row 131 to C line 2 to 2.5 and West stairwell, 2nd floor framing. Arc spot, stitch welds, and shear studs were inspected on metal decking at above location. —� TM July 18, 2002 60i1`E-+v ,.J'!Ses %1; Gel STRUCTURAL STEEL REINSPECTION Inspector: Lowell Trujillo t`�yBVI Inspector arrived on site for structural steel inspection. The completed welding performed by two qualified welders using SMAW with E 6022 & 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on wide flange beams, ledger angle to embeds and reinforcing studded bent plates at Row A to A.5 line 3 to 4, Row B1 to C line 2 to 2.5 and West stairwell, 2ad floor framing. Arc spot, stitch welds, and shear studs were inspected on metal decking at above location. U/— WORK INSPECTED WAS WITHIN PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/kip Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Field Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BTU Spori Building Project #: BY0136c Report Date: July 31, 2002 55 - 5-� July 16, 2002 HIGH STRENGTH BOLTING Inspector: Clayton Maher Inspector arrived on site for high strength bolting inspection. The use of specified high strength bolts, nuts and washer was verified. Inspector applied inspection torque of 390ft. �,y%lbs. to 3/4" dia. at Row D.1 to F.line 2 to 5, 2nd floor. ` NOTE: BOLTS WERE NOT ADEQUALTELY TORQUED TO PROJECT PLANS AND SPECIFICATIONS. LOWELL / TRUJILLO OF ALL TECH CORP WAS NOTIFIED. INSPECTOR WAS UNABLE TO NOTIFY TED OF LAYTON r CONSTRUCTIONAND THE STEELWORKERS DUE TO THEIR ABSENCE FROM JOBSITE. _ E WORK INSPECTED WAS WITHIN PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. - oF �,J�ITlon) l-LJST loll s Y('� Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/klp �AJ !A1f9�i• T� itlara - ca/'�fs 4r�c45' Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 Field Inspection Report A:\BYU Spon 090.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BYO 136c Report Date: July 19, 2002 July 16, 2002 HIGH STRENGTHBGLTING Inspector: Clayton Maher Inspector arrived on site for high strength bolting inspection. The use of specified high strength bolts, nuts and washer was verified. Inspector applied inspection torque of 390rc,ibs to _3/4"_ dia._ . AlnTF.. WAS TO AND CLICK: -=TED WORK INSPECTED WAS WITHIN PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, N% ffAppU�etr� AA ' c = ALL TECH CORP 7-e -D d 2 PV 1 f A T LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/klp (208) 478-5945 2925 Garrett Way Fax: (208) 4 P.O. Box 4728 Field Inspection Report A:\a USpori091.d. Val Christensen City of Rexburg P. 0. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: July 19, 2002 July 15, 2002 REINFORCING STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for reinforcing steel inspection for 2nd floor elevator shaft walls, line 5 to 5.3 Row Bl -.4 to C.2_ NOTE:SOME HORIZONTAL CORNER BARS WERE MISSING ON THE SOUTHEAST CORNER OF THE• -WALL: CONTRACTOR WAS INFORMED OF DISCREPANCIES July 17, 2002 REINFORCING STEEL INSPECTION Q S 8� V � A. � a T6 y. ST; ! f l Inspector: Lowell Trujillo Hf -&S,&34? — J37A' Inspector arrived on site for reinforcing steel inspection for 2" floor walls, line 5 Row D 1.9 to E, Row E line 5 to 6, and line 6 Row D1.7 to E. July 18, 2002 REINFORCING STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for reinforcing steel inspection for 2nd floor slab on deck, Row A to A.5 line 3 to 4, Row B 1 to C line 2 to 2.5, and West stairwell. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, val Christensen LT/klp . Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Field Inspection Report A:\BYU Spori 088.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: July 18, 2002 July 15, 2002 STRUCTURAL STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The in -progress welding performed by two qualified welders using SMAW with E 6022 & 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on wide flange beams, ledger angles to embeds, and reinforcing studded bent plates at Row B.8 to C line 4.5 to 5, 2nd floor framing. Arc spot, stitch welds, and shear studs were inspected on metal decking at -above location. -- --- S`NOTIFIED DFUEFICIENCIES. ,/ '-�' - July 16, 2002 STRUCTURA17SME2 RE -INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. The completed welding performed by two qualified welders using SMAW with E 6022 & 7018 electrodes was visually inspected. Weldments consisted of single pass fillet welds on wide flange beams, ledger angle to embeds and reinforcing studded bent plates at Row B.8 to C line 4.5 to 5, 2nd floor framing. Arc spot, stitch welds, and shear studs were inspected on metal decking at above location. 'NOTE.. OTE PXE _- FR h7HGLES IN THE ELEVATOR I':NTRAMPF. HAn Vn) FIT 11➢YD11➢P➢10A wm WORK INSPECTED WAS WITHIN PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945, Respectfully, ALL TECH CORP LOWELL TRUJILLO motif 1. SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/kip too'T i bZ (208) 478-5945 2925 Garrett Way Fax: (208) P.O. Box 4728 Pocatello, Idaho 83205 ss -2P Field Inspection Report C:\W WDOWS\DeskWp\Projects\2002 Projects\BYu Spori Building\Field\072,doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: June 4, 2002 May 31, 2002 .STRUCTURAL STEEL INSPECTION Inspector: James Sample Inspector arrived on site for Structural Steel inspection. The completed welding using SMAW with E 7018 electrodes was visually inspected. Proper electrode storage was verified. Weldments consisted of wide flanee June 3, 2002, STRUCTURAL STEEL INSPECTION Inspector: James Sample Inspector arrived on site for Structural Steel inspection and checked welder qualification papers. Visually inspected the in -progress and completed welding performed by one qualified welder using SMAW with E 7018 electrodes. Proper electrode storage was verified. Weldments consisted of base and connection welds on wide flange beams at Row C to D line 1.8 to 1.9 1st floor framing. 18 welds were tested and 2 welds had relectable indications. RuYe'sOUR e.ro'*form 'on °r!i°%c"rP�7t�"�- 3LACB FOR'.WALL CONNECTION AT ROW B.-1 LINE 1.9 TO ROW D S NOT WELDED AT ROW C IJNF. 1 TO 2. LNsi'EC i -of< ivFo21',1ED WORK INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICA77ONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLo - SENIOR PRGJECTs MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/Idp f fk� WG1-7c� 69: Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 Field I Val Christensen City of Rexburg P. 0, BOX 28.0 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: April 11, 2002 April 8, 2002 STRUCTURAL STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived .On site for structural steel inspection and visually inspected the in progress, and completed welding performed by three qualified welders using SMAW with E 7018 `electrodes. Weldments consisted of single pass fillet welds on wide flange beams to embeds and ledger angles to embeds and I -beams at line 1 to 2 Row B to E, line 2 to 5 Row A to C, and line 5 to 6 Row D to E, Level 2 floor framing. NOTE. dRffA— n -J51 acn f'*•s i3.;., N; 2.8. wljer-- AIze 41-0 T wccas -r; WORK INSPECTED COMPLIED WITH PROJECT PLANS ANDeSPECIPICATTIHONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, 1z6 PE" 1,3 s Pic ALL TECH CORP LOWELL TRUJILLO SENIOR.1?ROJECfS MANAGER :c: Lloyd Henson, FFKR Architects, Leon Tanner, Val Christensen ,T/ldp 'el: (208) 478-5945 2925 Garrett Way P.O. P.O. Box 4728 (208) 478-5946 Pocatello, Idaho 83205 - Field Inspection Report C.\WIND0WS\Desktop\Frolecu\2002 Projecf \BYu Spon Buildin9\Fie1d\048.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: January 21, 2002 December 19, 2001 HIGH STRENGTHBOLnuc, - Inspector: Clayton Maher Inspector arrived on site to inspect high strength bolting on Row C between line 2 and 3 on column to beam connections. All bolts were not torqued to specifications. Each bolt turned 1/4 to 1/s revolution without clicking the torque wrench. Inspector checked twelve bolts on the beam at Row D between line 2 and 3. All bolts turned 1/a to one full tum before clicking the torque wrench. Inspector informed Steel Contractor that 100% of all bolts should be inspected because this was the second inspection that all bolts were failing. Inspector recommended Contractor to schedule calibration of the air gun and torque wrench with All Tech Corp. Contractor put a load and welded the deck across all the beams and columns without torquing the bolts. Inspector informed Ted of Layton Construction. Steel Contractor stated they would bring an air compressor and air gun to meet specifications. January 3, 2002 STRUCTURAL STEEL INSPECTION Inspector: Lowell Trujillo �+ , Inspector arrived on site and visually inspected the completed welding performed by two qualified welders using SMAW with E6022 and E7018 electrodes on single pass fillet welds on wide flange beams to embed and ledger angle to embeds at Row A to C line 1 to 2 and Row A'to D line 2 to 5. Inspected are spot, stitch welds, and shear studs on metal decking at above location. WORK INSPECTED COMPLIED WITH PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFRR Architects, Leon Tanner, Val Christensen LT/klp i e1: \zeal 4/ts-0743 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 ss - )Z-� IT AI-i.1YCH CORP Field Inspection Report Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: December 3, 2001 November 13, 2001 Steel Inspection Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection on single pass fillet welds on ledger angle to imbeds at Row D to F line 2 to 5, first floor framing. NOTE: Torque wrench was calibrated on site with the Skidmore using bolts for this project. The torque wrench was used on a set of connections that the Contractor had tightened with an impact wrench. The bolts were not up to specified torque. Troy with Intermountain Steel Erectors was informed of discrepancy and he stated he would bring their torque wrench, calibrate it with the connections that Inspector had tightened, and complete the tightening of the remaining connections. Most of the welds inside the beam pockets in imbeds were undersized and some were incomplete. Troy stated he would correct the discrepancies for re -inspection. November 15, 2001 kU*IV" ��ScNS2E�b' .z $may �2 ' Steel Inspection cm�Z�j iib Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection on single pass fillet welds and shear studs on metal decking at Row D to F line 2 to 5, first floor framing. NOTE: The beam to imbed weld had been completed and increased to specified size. The beam pocket at Row D1 line 5 (w18 z 40) imbed was aligned incorrectly. Less than half of the beam (short of the web) bears on the imbed. Concrete had been broke away to allow proper alignment of the beam has no support. Leon Tanner of Tanner Smith and Associates was informed and asked for a recommended correction. Shear studs on deck were tested for weld strength. Failing studs were replaced and re -welded. WORK INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/klp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 Val Christensen City of Rexburg . P. O: Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: November 28, 2001 November 12, 2001 Concrete Inspection Inspector: Clayton Maher Inspector arrived on site for concrete in: 1.6, and Row B to B.1 line 1. Inspector performed air entrainment tests and slu. concrete mix number 104 for laboratory Field Copy ;JJ Ca .Se an walls at Row A line 1.6 to 2, Row A to B line concrete for correct mix and proper slump, of four concrete cylinders were cast representing November 12, 2001 psi Steel Inspection Inspector: Lowell Trujillo Inspector arrived on site for structural steel inspection. Welder qualifications were requested. Visually inspected the in progress work performed by two qualified welders using SMAW with E 6022 and E .7018 electrodes. Weldments consisted of single pass fillet welds on tube steel columns to ledger angles at Row D to F line 2 to 5, first floor framing. Inspected arc spot on metal decking at above location. NoTE: Decking puddle welds were acceptable. All other welds had not been slag chipped. Inspector informed Troy of Intermountain Erectors that this needed to be completed prior to inspection. The top welds for decking ledger angle to imbeds had not be completed. Welders did not have their certification paperwork with them. Pete Henry with Intermountain Erectors stated he would have the certifications fazed to Alt Tech Corp's main office. AIIJEEPj5r'9 l� A y�-p—�s WORK INSPECTED WAS INCOMPLIANCE WITH PROJECT PLANAIVD SPEZ'IFICATI�ONS, EXCEPT OTED, If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOwELL TRUJILLO SENIOR PROJECTS MANAGER - cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/ldp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 Field Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BYO 136c Report Date: February 5, 2002 ki- / January 31, 2090 ;, MASONRYINSPECTION Inspector: Lowell Trujillo Inspector arrived on site for masonry inspection. Inspected placement of reinforcing steel and masonry for level 0, walls, Row 131 to D line 1 to 2, and Row B1 to c line 5 to 6 at O'to 8'. Cleanouts were inspected prior to grouting. Inspected hilift grout placement for the above location. NOTE. THE MASONRY CONTRACTOR HAD BUILT THE WALLS TO 8' HEIGHTAND WAS PLANNING TO GROUT THE FULL 8' DEPTH. SPECIFICATION ON SHEET S-000, MASONRY, SECTION 3-F CALLS GUT FOR LOWLIFT GROUT POURS INACCORDANCE WITH UBC. UBC CODE FOR LOW LOFT GROUT REQUIRES MAXIMUMDEPTH OF 5. INSPECTOR CONTACTED LEON TANNER, THE STRUCTURAL ENGINEER, REGARDING THIS7SSUE. LEONINSTRUCTED INSPECTOR TO HAVE THE CONTRACTOR CUT A COUPLE OF CLEAN-OUT HOLES AT THE BOTTOM OF REINFORCED CMU CELLS TO CHECK THE CLEANLINESS OF THE CELLS. DIEMORTAR JOINTS APPERAED TO BE VERY CLEAN WITHMWWUMINTRUSIONAND THE CLEANOUT HOLES REVEALED VERYLTTTLE CONTAAIDVATION. INSPECTOR 7NFORAIED LEON. LEONTHENINFORMED INSPECTOR TO INSTRUCT THE CONTRACTOR TO PROCEDE WITH THE 8' GROUT POUR, BUTNOT TO EXCEED THE SPECIFICED MAXIMUM OF 5'L/FTS AGAIN. . 'r;;C�. SA e'—' 2?-r^NCs-'3 WORK INSPECTED COMPLIED WITH PROJECT PLANS AND SPECIFICATIONS' E, EPTED AS NOTED. , If you have any questions regarding this report, please feel free to contact us at: . (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFYR Architects, Leon Tanner, Val Christensen LT/klp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 C -1 Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: September 6, 2002 September 4, 2002 CONCRETE SAMPLE AND INSPECTION Inspector: Clayton Maher Inspector arrived on site for concrete sample and inspection at . Three loads of concrete were monitored for correct mix and proper slump and 28 cubic yards of concrete was placed and vibrated. Inspector performed two air entrainment and slump tests and cast two sets of four concrete cylinders representing mix number 49 for the 1st truck and mix number #104 for the tad and 3rd trucks. September 5, 2002 SAMPLE PICK UP Inspector: Clayton Maher Inspector arrived on site to pick up concrete cylinders cast September 4, 2002. Samples were returned to All Tech lab for testing. WORK INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP BILLY BERRY GENERAL MANAGER cc: Lloyd Benson, FFI{R Architects, Leon Tanner, Val Christensen BB/1dP Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 C-Z- _ _- ___-_ _ ___ __ __... _. 3o- �%/r�uce_:��•_. __ __- %iJ,S�tG7f9.J..2Pi.- ,.��odi.��',/.cl�7J_ . ..On7.._.�i/2tJC.�S 2�G}!._��•vC�-"D. 6; _ _- ___-_ _ ___ __ __... _. 3o- �%/r�uce_:��•_. __ __- 2 0, ALL] CHCORP - Field Inspecfi'on Report O.\WINDOWS\Desktop\Pm eects\2002 Prgects\c1, Spod Budding\Field\I OO.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: August 14, 2002 August 7, 2002 CONCRETE SAMPLE AND INSPECTION Inspector: Clayton Maher Inspector arrived on site for concrete sample and inspection. Reinforcing steel placement was inspected at Row 131.5 to D 1.3 line 6, Row C to D line 2, Row C line 2 to 5, and Row C to D line S. Three loads of concrete was monitored for correct mix and proper slump and 25 cubic yards of concrete was placed and vibrated. Inspector performed two air entrainment and slump tests and cast two sets of four concrete cylinders representing mix number 49 placed at 2nd floor O' to 7' Row C to D line 2, Row C line 2 to 5, Row C to D line 5, Row 131.5 to D1.3 line 6, and 3rd floor O' to 4' Row 131.5 line 5 to 5.3, Row 131.5 to D1.3 line 5.3, Row D1.3 line 5 to 5.3, and Row B.5 to D1.3 line S. - Inspector performed concrete sample and inspection at Row B1,5 to D1.3 line 6, 2nd floor 7' to 15'. Three loads of concrete was monitored for correct mix and proper slump and 28 cubic yards of concrete was placed and vibrated. Inspector performed one air entrainment and slump test and cast one set of four concrete cylinders representing mix number 104 placed at above location. NOTE CONCRETE TRUCKS ARRIVED ON SITE WTFH.AN` YVERAGE.SLUA& OF 2". DRIVERS -WERE ADDING I0 7;6-20 GALLONS,OF WATER; J _z.�.. _ .. , ,.,.c WITH THE SUPER PLASTICIZER AND ANOTHER IO GALLONS OF WATER TO ACHIEVE A 7 r/ 1p -SLUMP. 2^'n PUMP TRUCE ADDED _ APPROXIAMATELY 20 GALLONS OF WATER. WITH THE PUT= August 13, 2002y���� t3j' �yliasg `Aui,rot i ?/ —� CONCRETE SAMPLE AND INSPECTION Inspector: Clayton Maher Inspector arrived on site to perform concrete sample and inspection at Row E line 1.8 to 2, Row E to F line 2, Row F line 2 to 5, Row E to F line 5, and Row E line 5 to 5.22 2nd floor, elevation O' to 7'. One load of concrete was monitored for correct mix and proper slump and 5 cubic yards of concrete was placed and vibrated. Inspector performed one air entrainment and slump test and cast one set of four concrete cylinders representing mix number 49 placed at above location. WORK INSPECTED WAS WITHIN PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJiLLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/klp '.. 292S Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 F'.LJU-G6-CU' GC L'Il • JC T& TA TT DATE: TRANSMITTED FROM: TRANSMITTED TO: ERS �Z6 342 West 400 North P.O. Box 360 • Rexburg, Idaho;83440 PNONF (208) $565491 • FAX (208) 356.5553 an 35g 3o-2.4 FAX NO.: A Fax containing a total of C4 pages, including this cQver page, is being transmitted. In the event that you do not receive all the pages, please contacof Walters Ready Mix at (208) 356-5491 or Fax Number (208) 356-5553 immediately. Thank you. � . £ qzi-KZII.� co � T --q o k Z \ � �\ ,) § +( \ f} i® - § @ @ ) � . £ \ � ,) § +( f} i® CC) CD . 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O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: July 15, 2002 July 9, 2002 REINFORCING STEEL INSPECTION Inspector: Lowell Trujillo Inspector arrived on site for reinforcing steel inspection for 21d floor walls, Row B line 5 to 6, line 6 Row B to B.6. July 10, 2002 CONCRETE SAMPLE AND INSPECTION TO S SND IN THE AREA Inspector: Clayton Maher &-L=- 7)Qb At:-, -4--p Inspector arrived on site to perform concrete sampling and inspection for'flopr.'walls ,� F6 Row A I 4 25 to £ ow B line 5 to 6, and Row B to B.5 line 6. Two loads of concrete ' were monitored for correct mix and proper slump and 23 cubic yards of concrete was placed and vibrated. Inspector performed two air entrainment and two slump tests and cast two sets of four concrete cylinders representing mix numbers 49 & 104 at above location. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945, Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/ldp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Field Inspection Report A:\084.doc Val Christensen City of Rexburg P. O. BOX 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: July 1, 2002 June 28, 2002 CONCRETE SAMPLE AND INSPECTION Inspector: Clayton Maher Inspector arrived on site as requested by Contractor at 5:00 a.m. Inspector was on standby until 6:00 a.m. when the Ist truck arrived. Inspector obtained a sample of fresh concrete from the end of the hose and requested the pump fill the wheelbarrow for slump tests and cylinders. Inspector �o performed air entrainment tests on the deck for 2nd floor and James Sample of All Tech Corp ./-/0 jam performed concrete control tests on the ground �e Homo truck operator didn't'glve James any c concrete for testuig Inspector discussed the procedures for -sampling concrcte with Corey of Laytoncy/ Construction and Pamp truck operator then complied. Samples of concrete were obtained from the 2nd and 3rd trucks. Air tests were perf rnid by Roll -o -meter method. All tests were within project plans and specifications. 3 �Av Z Ttv GIGS ,j p ;4 f, 6+V 5 f a� CONCRETE SAMPLE AND INSPECTION' Inspector: James Sample Inspector arrived on site to perform reinforcing steel inspection forind1br decking at Row B to B:1' 1�e1os�Six loads of concrete were monitored for correct mix and proper slump and 55 cubic r yards of concrete was placed and vibrated. Inspector performed three air entrainment tests and two slump tests and cast two sets of four concrete cylinders representing mix number at above location. NOTE #3 REINFORCING STEEL LOCATED AT ROW B TO $ I LM 1 xT0 2 FRAM WALL LINE 1 T02,7&8 � NEEDS TOO BE dtEPLACED'DUE'TO.7JAhfAL"L -5Ar1Pt�D ids �a2e+-�Tcr� ae If you have any questions regarding this report, ase to contact us at: AJ 67' 2 (208) 478-5945. !F yiers _,�,,Jy /✓c TG � Respectfully, 614 ,'07'i Co9F- ALLTECH CORP LOWELL Tmi mLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/kip Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Field Inspection Report Q\WINDDWS\Desktop\Projects\2002 Projects\B7D Spori Building\FSeld\07s.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BYO 136c . Report Date: June 20, 2002 June 17, 2002 REINFORCING STEEL INSPECTION Inspector: James Sample Inspector arrived on site for reinforcing steel inspection for malls at Row B_to C line i5_ -'46d floor, NOTE: ROW C LINE -5.9 TO 6 -NEEDS;; CONTINUOUS #6--REBAR: June 19, 2002 REINFORCING STEEL INSPECTION CONCRETE SAMPLE AND INSPECTION Inspector: James Sample Inspector arrived on site to perform reinforcing steel inspection for 2nd floor walls Row D to D.1 line 5 and Row D to D.1 line 5.3. Two loads of concrete were monitored for correct mix and proper slump and 18 cubic yards of concrete was placed and vibrated. Inspector performed one air entrainment and two slump tests and cast one set of four concrete cylinders representing mix number 104 placed.at above location. NOTE: RE-INFORCING STEEL BAR # 6P ATTROW D TO D.1 LINE 5.3 IN TOP CORNER DOES NOT REACH 30": INSPECTOR WAS.INE_ORMEDCONCRETE PLACEMENT WOULD NOT COVER TRE RE- INF ORCING-STEEL n POLYHEED 997 WAS ADDED TO CONCRETE, ,SLU --P TEST RESULTS BEFORE ADDITIVE WAS 2 '/a". RESULTS AFTER ADDITIVE WAS 6 '/s". SLUMP IS NOT WITHIN PROJECT PLANS AND SPECIFICATIONS. WORK INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS' EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: 3JD IT OR (208) 478-5945. j]uT z Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/ldp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 C' d Field Inspection Report C:\WINDOWS\Desktop\Projects\2002 Projects\HYU Spori Building\Field\073.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: June 7, 2002 June 3, 2002 REINFORCING STEEL INSPECTION Inspector: James Sample Inspector arrived on site for reinforcing steel inspection for 2nd floor walls at Row B line 1 to 2 and Row B to C. line 1.. In ected l�,c merit pf tie do for above locations. r_,�. NOTE TEL ADO NS RRE DIRE TED INTO T G' RF June 4, 2002 CONCRETE SAMPLE AND INSPECTION Inspector: James Sample Inspector arrived on site to perform reinforcing steel inspection for 2nd floor walls, Row D line 1.8 to 2, Row D to D.1 line 1.8, Row D to D.1 line 2, and Row D line 1.8 to 2. Tie down placements for above locations were inspected. Three loads of concrete were monitored for correct mix and proper slump and 24 cubic yards of concrete was placed and vibrated. Inspector performed two air entrainment and slump tests and cast two sets of four concrete cylinders representin NO'T'E: T-RucAY478,1 mix placed at above location. 7._4% INSEECTOR 7VOTIFIED'TODDS2 ZAYTOIV`G`ONSTRUCTI011/OF DISCREPAN Y .Vo, Cy Z.4 'TAg&Z WORK INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED, If you have any questions regarding this report, please feel free to contact us at: '0e5rPr,-5rf44,s (208) 478-5945. CylsF2a " Respectfully, 7'0" : ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/Idp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BYO 136c Report Date: June 4, 2002 May 24, 2002 REINFORCING STEEL INSPECTION Inspector: James Sample Inspector arrived on site for r 1.8 to 2, anlaw D,1,�to E. I NOTE: I�Ev�fEs#vitE:LEiy I 64 Field Inspection Report C:\WINDOWS\Deskmp\Projects\2oo2 Projects\Mu Sport Building\Field\094.doc steel inspection for walls, Row E to F line 2.8, Row E line llacement of tie downs for above locations. May 25, 2002 CONCRETE SAMPLE AND INSPECTION Inspector: James Sample Inspector arrived on site to perform concrete sample and inspection for 2nd floor walls at Row E to F, top end. Two loads of concrete were monitored for correct mix and proper slump and 13 cubic yards of concrete was placed and vibrated. Inspector performed one air entrainment and slump test and cast one set of four concrete cylinders representing mix number 104 placed at above location. WORK INSPECTED WAS IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKF Architects, Leon Tanner, Val Christensen LT/klp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205 Field Inspection Report Q\WINDOWS\Desktop\Pmject\20o2 Project\BYU Sport Btild.'\Field\062.doc Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: February 25, 2002 February 25, 2002 CONCRETE SAMPLE AND INSPECTION Inspector: Will Morgan Inspector arrived on site for concrete sample and inspection. Contractor had already poured 60 cubic yards of concrete prior to Inspector's arrival. One load of concrete was monitored for placement and vibration. Inspector performed one air entrainment and slump test and cast one set of four concrete cylinders representing the last 10 cubic yards of concrete placed at Line 2 Row F2 to F6, Row F6 to D62nd Row D2 to F2, Upper level walls. NOTE: A TOTAL OF 70 CUBIC YARDS WAS PLACED AND TEMPERATURES WERE NOT VERIFIED. WORK INSPECTED WAS NOT IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS ACCORDING TO SECTION 16 LINE 1 OF THE PROJECT SPECIFICATIONS, GENERAL CONDITIONS. THE CONTRACTOR IS REQUIRED TO GIVE 24 HOURS NOTICE FOR STRUCTURAL INSPECTIONS. ALL TECH CORP WAS NOTIFIED AFTER THE CONCRETE POUR HAD BEGUN. "O+o>T krGT[b+v Z Gt76f4i � �ia1T[ a� If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFKR Architects, Leon Tanner, Val Christensen LT/klp Pel: (208) 478-5945 2925 Garrett Way Fax: (208) 475-5946 P.O. Box 4728 Pocatello, Idaho 83205 Val Christensen City of Rexburg P. O. Box 280 Rexburg, ID 83440 Project Name: BYU Spori Building Project #: BY0136c Report Date: February 25, 2002 6- 5 Field Ins ection Report C:\WINDOWS\De3kmp\Project4\2002 Project.\— SPori 0uildin9\Fie1d\062.doc i **CORRECTED REPORT** February 20, 2002 CONCRETE SAMPLE AND INSPECTION Inspector: Will Morgan Inspector arrived on site for concrete sample and inspection. Contractor had already poured 60 cubic yards of concrete prior to Inspector's arrival. One load of concrete was monitored for placement and vibration. Inspector performed one air entrainment and slump test and cast one set of four concrete cylinders representing the last 10 cubic yards of concrete placed at Line 2 Row F2 to F6, Row F6 to 136and Row D2 to F2, Upper level walls. NOTE: A TOTAL OF 70 CUBIC YARDS WAS PLACED AND TEMPERATURES WERE NOT VERIFIED. WORK INSPECTED WAS NOT IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS ACCORDING TO SECTION 16 LINE 1 OF THE PROJECT SPECIFICATIONS, GENERAL CONDITIONS. THE CONTRACTOR IS REQUIRED TO GIVE 24 HOURS NOTICE FOR STRUCTURAL INSPECTIONS. ALL TECH CORP WAS NOTIFIED AFTER THE CONCRETE POUR HAD BEGUN. If you have any questions regarding this report, please feel free to contact us at: (208) 478-5945. Respectfully, ALL TECH CORP LOWELL TRUJILLO . SENIOR PROJECTS MANAGER cc: Lloyd Benson, FFffiR Architects, Leon Tanner, Val Christensen LT/klp Tel: (208) 478-5945 2925 Garrett Way Fax: (208) 478-5946 P.O. Box 4728 Pocatello, Idaho 83205