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Home My WebLink AboutB12-0035 SPECIAL INSPECTION ITEMS 2 Pro�ect Number: 12.103 Field Report Number: 12-138 ��E� ��'. Lab C linder Set No: 124103 r,��«r��r,r�,xt r��.�;;��f�f��,�ct�„s,r�r<<,rtlr,.uRrY�rwa.,c��,urt�,�r� Date of Observation: Ma 17� Z�LZ Date Samples in Lab: May 18, 2012 CONCRETE OBSERVATION AND TESTING CLIENT: Hyder Construction PROJECT NAME: Lions Square Lodge Pro�ect Location: Vail, CO Contractor (General/Sub): Gallegos Concrete Su lier: LaFarge Truck Number: 478073 Ticket Number: 858004 Mix Desi n ID: RMXUV40GD87 yd3/Load/Delivered: 5.5/1/5.5 Max. A re ate Size: 3/4" Site Water Added: 0 allons Additive s : -- Cement T e: I/II Time Batched: 9:30 AM Time Arrived: 9:50 AM Time Placed or Complete 11:00 AM General Placement Location: Wall and Footing Time Tested: 10:00 AM WEATHER CONDITIONS Temperature: 60 °F Wind: 0 to 5 �mph Condition: Sunny FIELD TESTING INFORMATION AS TESTED CRITERIA No. of Specimens Cast, Slum ASTM C 143 3.50 inches 4 max inches ASTM C 192 : 4 Air Content (ASTM C 231 2.4 % N/S % S ecimen Size: 4x8 Unit Wei ht ASTM C 138 145.9 cf N/S cf Time C linders Cast: 10:10 AM Water:Cement (w:c+p) Ratio N/A N/S Design Strength Temperature (ASTM C 1064) 70 °F N/S °F f si @ 28 da s: 4,000 TEST RESULTS(ASTM C 39, C 617, and/or C 1231) Specific Placement Location: Gridlines J and K on wall line S on first floor Lab. No: 124103 A B C D hold 28-Day Test Age da s : 7 28 28 Strength Test Date: 24-May 14-]un 14-Jun Average Len th in. : 7.97 Diameter in. : 4.00 Area (in.z): 12.57 Load Ib. : 44,452 Failure Type 1: 5 Stren th si : 3,540 % of f�: 88.5% 1 NOTES: Type 1 -Cone,Type 2-Cone&Split,Type 3 -Columnar,Type 4-Shear,Types 5 &6-Side Fractures(Edge Shears) A tests were pe orme in genera accor ance with current ASTM proce ures. Speci ic instances o non-con ormance are documented in Remarks. On site initial cure Low Hi h CriteriaZ tem erature ran e, °F: 52 74 60 to 80 Field Technician: D. Timm REMARKS: Time in Truck 90 min. N/A = Not Applicable (Batch weights not Lab Technician: D. Barkley included on ticket.) N/S = Not Specified Reviewer: A. Sears Zfor concrete desi n stren ths of ?6000 si: 68° to 78° F. 7108 South Alton Way, Building B . Centennial,Colorado 80112 •www.cesareinc.com Rev. 03/12 Phone 303-220-0300 • Fax 303-220-0442 12.1o3.conc.l2-138 Pro�ect Number: 12.103 Field Report Number: 12-138 ��E� ��'. Lab C linder Set No: 124103 r,��«r��r,r�,xt r��.�;;��f�f��,�ct�„s,r�r<<,rtlr,.uRrY�rwa.,c��,urt�,�r� Date of Observation: Ma 17� Z�LZ Date Samples in Lab: May 18, 2012 CONCRETE OBSERVATION AND TESTING CLIENT: Hyder Construction PROJECT NAME: Lions Square Lodge Pro�ect Location: Vail, CO Contractor (General/Sub): Gallegos Concrete Su lier: LaFarge Truck Number: 478073 Ticket Number: 858004 Mix Desi n ID: RMXUV40GD87 yd3/Load/Delivered: 5.5/1/5.5 Max. A re ate Size: 3/4" Site Water Added: 0 allons Additive s : -- Cement T e: I/II Time Batched: 9:30 AM Time Arrived: 9:50 AM Time Placed or Complete 11:00 AM General Placement Location: Wall and Footing Time Tested: 10:00 AM WEATHER CONDITIONS Temperature: 60 °F Wind: 0 to 5 �mph Condition: Sunny FIELD TESTING INFORMATION AS TESTED CRITERIA No. of Specimens Cast, Slum ASTM C 143 3.50 inches 4 max inches ASTM C 192 : 4 Air Content (ASTM C 231 2.4 % N/S % S ecimen Size: 4x8 Unit Wei ht ASTM C 138 145.9 cf N/S cf Time C linders Cast: 10:10 AM Water:Cement (w:c+p) Ratio N/A N/S Design Strength Temperature (ASTM C 1064) 70 °F N/S °F f si @ 28 da s: 4,000 TEST RESULTS(ASTM C 39, C 617, and/or C 1231) Specific Placement Location: Gridlines J and K on wall line S on first floor Lab. No: 124103 A B C D hold 28-Day Test Age da s : 7 28 28 Strength Test Date: 24-May 14-]un 14-Jun Average Len th in. : 7.97 7.96 7.96 Diameter in. : 4.00 4.00 4.00 Area (in.z): 12.57 12.57 12.57 Load Ib. : 44,452 62,547 61,801 Failure Type 1: 5 3 5 Stren th si : 3,540 4,980 4,920 4,950 % of f�: 88.5% 124.5% 123.0% 123.8% 1 NOTES: Type 1 -Cone,Type 2-Cone&Split,Type 3 -Columnar,Type 4-Shear,Types 5 &6-Side Fractures(Edge Shears) A tests were pe orme in genera accor ance with current ASTM proce ures. Speci ic instances o non-con ormance are documented in Remarks. On site initial cure Low Hi h CriteriaZ tem erature ran e, °F: 52 74 60 to 80 Field Technician: D. Timm REMARKS: Time in Truck 90 min. N/A = Not Applicable (Batch weights not Lab Technician: D. Barkley included on ticket.) N/S = Not Specified Reviewer: A. Sears Zfor concrete desi n stren ths of ?6000 si: 68° to 78° F. 7108 South Alton Way, Building B . Centennial,Colorado 80112 •www.cesareinc.com Rev. 03/12 Phone 303-220-0300 • Fax 303-220-0442 12.1o3.conc.l2-138 Pro�ect Number: 12.103 Field Report Number: 12-138 ��E� ��'. Lab C linder Set No: r,��«r��r,r�,xt r��.�;;��f�f��,�ct�„s,r�r<<,rtlr,.uRrY�rwa.,c��,urt�,�r� Date of Observation: Ma 17� Z�LZ Date Samples in Lab: May 18, 2012 CONCRETE OBSERVATION AND TESTING CLIENT: Hyder Construction PROJECT NAME: Lions Square Lodge Pro�ect Location: Vail, CO Contractor (General/Sub): Gallegos Concrete Su lier: LaFarge Truck Number: 478073 Ticket Number: 858004 Mix Desi n ID: RMXUV40GD87 yd3/Load/Delivered: 5.5/1/5.5 Max. A re ate Size: 3/4" Site Water Added: 0 allons Additive s : -- Cement T e: I/II Time Batched: 9:30 AM Time Arrived: 9:50 AM Time Placed or Complete 11:00 AM General Placement Location: Wall and Footing Time Tested: 10:00 AM WEATHER CONDITIONS Temperature: 60 °F Wind: 0 to 5 �mph Condition: Sunny FIELD TESTING INFORMATION AS TESTED CRITERIA No. of Specimens Cast, Slum ASTM C 143 3.50 inches 4 max inches ASTM C 192 : 4 Air Content (ASTM C 231 2.4 % N/S % S ecimen Size: 4x8 Unit Wei ht ASTM C 138 145.9 cf N/S cf Time C linders Cast: 10:10 AM Water:Cement (w:c+p) Ratio N/A N/S Design Strength Temperature (ASTM C 1064) 70 °F N/S °F f si @ 28 da s: 4,000 TEST RESULTS(ASTM C 39, C 617, and/or C 1231) Specific Placement Location: Gridlines J and K on wall line S on first floor Lab. No: A B C D hold 28-Day Test Age da s : 7 28 28 Strength Test Date: 24-May 14-]un 14-Jun Average Len th in. : Diameter in. : Area (in.z): Load Ib. : Failure Type 1: Stren th si : % off�: 1 NOTES: Type 1 -Cone,Type 2-Cone&Split,Type 3 -Columnar,Type 4-Shear,Types 5 &6-Side Fractures(Edge Shears) A tests were pe orme in genera accor ance with current ASTM proce ures. Speci ic instances o non-con ormance are documented in Remarks. On site initial cure Low Hi h CriteriaZ tem erature ran e, °F: 52 74 60 to 80 Field Technician: D. Timm REMARKS: Time in Truck 90 min. N/A = Not Applicable (Batch weights not Lab Technician: included on ticket.) N/S = Not Specified Reviewer: A. Sears Zfor concrete desi n stren ths of ?6000 si: 68° to 78° F. 7108 South Alton Way, Building B . Centennial,Colorado 80112 •www.cesareinc.com Rev. 03/12 Phone 303-220-0300 • Fax 303-220-0442 12.1o3.conc.l2-138 Pro�ect Number: 12.103 Field Re ort Number: 12-193 ��E? I��", Lab C linder Set No: 124220 (�rore�d��ric�f!l:1r,�;r�rerr.s�e�m.s�rrrrrireri.1lurrrr`u1.i Cnusurru�u.s Ddte Of ObSe11/dtl0fl: )UI 11 2�12 Date Sam les in Lab: ]uly 12, 2012 CONCRETE OBSERVATION AND TESTING CLIENT: Lions S uare Lod e South PROJECT NAME: Lions S uare Lod e Pro�ect Location: Vail, CO Contractor General/Sub : Hyder Construction / Gallegos Concrete Su lier: LaFar e Truck Number: 4780811 Ticket Number: 85910544 Mix Desi n ID: RMXZP40GF87 d3/Load/Delivered: 10/1/10 Max. A re ate Size: 3/8" Site Water Added: 10 allons Additive s : AE Cement T e: I/II Time Batched: 6:54 AM Time Arrived: 7:30 AM Time Placed or Com lete 8:50 AM General Placement Location: Footing and Elevator Slabs Time Tested: 7:53 AM WEATHER CONDITIONS Tem erature: 60 °F Wind: 0 to 5 �mph Condition: Clear FIELD TESTING INFORMATION AS TESTED CRITERIA No. of Specimens Cast, Slum ASTM C 143 5.00 inches N/S inches ASTM C 192 : 4 Air Content ASTM C 231 4.2 % N/S % S ecimen Size: 4x8 Unit Wei ht ASTM C 138 138.9 cf N/S cf Time C linders Cast: 8:05 AM Water:Cement w:cf Ratio N/A N/S Design Strength Tem erature ASTM C 1064 72 °F 50 to 90 °F f si @ 28 da s: 4,000 TEST RESULTS ASTM C 39, C 617, and/or C 1231 Footings, 2nd floor, Gridlines J.3 x 8' N of 1, J.7 x 1, and ].3 x 8' S of 1; S 1/3 of S ecific Placement Location: the elevator pit slab Lab. No: 124220 A B C D hold 28-Day Test A e da s : 7 28 28 Strength Test Date: 18-)ul 8-Au 8-Au Avera e Len th in. : 7.96 7.95 7.92 Diameter in. : 4.00 4.00 4.00 Area in.Z : 12.57 12.57 12.57 Load Ib. : 51,080 68,810 68 017 Failure T e 1: 5 5 6 Stren th si : 4 060 5 480 5 410 5,450 % of f�: 101.5% 137.0% 135.3% 136.3% 1 NOTES: Type 1 -Cone,Type 2-Cone&Split,Type 3 -Columnar,Type 4-Shear,Types 5 &6-Side Fractures(Edge Shears) All tests were performed in general accordance with current ASTM procedures. Specific instances of non-conformance are documented in Remarks. On site initial cure Low Hi h CriteriaZ tem erature ran e °F: N/R N/R 60 to 80 Field Technician: M. Klingbeil REMARKS: Time in Truck 90 min. N/A = Not Applicable (Batch information not Lab Technician: DGB/CCR included on ticket.) N/S = Not Specified N/R = Not Recorded Concrete temperature measured at 100 minutes was 74°F. Reviewer: A. Sears Zfor concrete desi n stren ths of >_6000 si: 68° to 78° F. 7108 South Alton Way, Building B • Centennial,Colorado 80312 •www.cesareinc.com Rev. 03/12 Phone 303-220-0300 • Fax 303-220-0442 12.1o3.conc.i2-193 Pro�ect Number: 12.103 Field Report Number: 12-198 ��E� ��'. Lab C linder Set No: 124245 r,��«r��r,r�,xt r��,�;;��f�f��,�ct�„s,r�r<<,rt1r,.�,RrY�rwa.�c��,urt�,�r� Date of Observation: Jul 16, 2012 Date Samples in Lab: July 17, 2012 CONCRETE OBSERVATION AND TESTING CLIENT: Lions Square Lodge South PROJECT NAME: Lions Square Lodge Pro�ect Location: Vail, CO Contractor (General/Sub): Hyder Construction / Gallegos Masonry Concrete Su lier: LaFarge Truck Number: 4780730 Ticket Number: 85910558 Mix Desi n ID: RMXZP40GF87 yd3/Load/Delivered: 10/1/10 Max. A re ate Size: 3/4" Site Water Added: 10 allons Additive s : Encore Cement T e: I/II Time Batched: 8:14 AM Time Arrived: 8:50 AM Time Placed or Complete 9:10 AM General Placement Location: Slab on Deck Time Tested: 9:08 AM WEATHER CONDITIONS Temperature: 70 °F Wind: 0 to 5 �mph Condition: Sunny FIELD TESTING INFORMATION AS TESTED CRITERIA No. of Specimens Cast, Slum ASTM C 143 8 1/2 inches N/S inches ASTM C 192 : 4 Air Content (ASTM C 231 3.4 % N/S % S ecimen Size: 4x8 Unit Wei ht ASTM C 138 138.1 cf N/S cf Time C linders Cast: 9:20 AM Water:Cement (w:c+p) Ratio N/A 0.50 Design Strength Temperature (ASTM C 1064) 67 °F 50 to 90 °F f si @ 28 da s: 3,500 TEST RESULTS(ASTM C 39, C 617, and/or C 1231) Specific Placement Location: Various decks and balconies Lab. No: 124245 A B C D hold 28-Day Test Age da s : 7 28 28 Strength Test Date: 23-]ul 13-Aug 13-Aug Average Len th in. : 7.85 7.70 7.70 Diameter in. : 4.00 4.00 4.00 Area (in.z): 12.57 12.57 12.57 Load Ib. : 35,130 50,686 49,046 Failure Type 1: 6 6 5 Stren th si : 2,800 4,030 3,900 3,970 % of f�: 80.0% 115.1% 111.4% 113.4% 1 NOTES: Type 1 -Cone,Type 2-Cone&Split,Type 3 -Columnar,Type 4-Shear,Types 5 &6-Side Fractures(Edge Shears) A tests were pe orme in genera accor ance with current ASTM proce ures. Speci ic instances o non-con ormance are documented in Remarks. On site initial cure Low Hi h CriteriaZ tem erature ran e, °F: N/R N/R 60 to 80 Field Technician: A. Caires REMARKS: Time in Truck 66 min. N/A = Not Applicable (Batch information not Lab Technician: CJR/MLB included on ticket.) N/S = Not Specified N/R = Not Recorded Reviewer: A. Sears Zfor concrete desi n stren ths of ?6000 si: 68° to 78° F. 7108 South Alton Way, Building B . Centennial,Colorado 80112 •www.cesareinc.com Rev. 03/12 Phone 303-220-0300 • Fax 303-220-0442 12.1o3.conc.l2-198 Pro�ect Number: 12.103 Field Report Number: 12-228 ��E� ��'. Lab C linder Set No: r,��«r��r,r�,xt r��,�;;��f�f��,�ct�„s,r�r<<,rt1r,.�,RrY�rwa.�c��,urt�,�r� Date of Observation: August 15, 2012 Date Samples in Lab: August 17, 2012 CONCRETE OBSERVATION AND TESTING CLIENT: Lions Square Lodge South PROJECT NAME: Lions Square Lodge Pro�ect Location: Vail, CO Contractor (General/Sub): Hyder Construction / Gallegos Masonry Concrete Su lier: LaFarge Truck Number: 4780639 Ticket Number: 85910807 Mix Desi n ID: RMXZP40GF87 yd3/Load/Delivered: 6/1/18 Max. A re ate Size: 3/8" Site Water Added: 2 allons Additive s : N/A Cement T e: I/II Time Batched: 8:20 AM Time Arrived: 8:55 AM Time Placed or Complete 9:15 AM General Placement Location: Slab on Deck Time Tested: 9:30 AM WEATHER CONDITIONS Temperature: 60 °F Wind: 0 to 5 �mph Condition: Foggy FIELD TESTING INFORMATION AS TESTED CRITERIA No. of Specimens Cast, Slum ASTM C 143 2 1/2 inches N/S inches ASTM C 192 : 4 Air Content (ASTM C 231 2.8 % N/S % S ecimen Size: 4x8 Unit Wei ht ASTM C 138 142.0 cf N/S cf Time C linders Cast: 9:45 AM Water:Cement (w:c+p) Ratio N/A 0.50 Design Strength Temperature (ASTM C 1064) 62 °F 50 to 90 °F f si @ 28 da s: 3,500 TEST RESULTS(ASTM C 39, C 617, and/or C 1231) Specific Placement Location: Pumped to various decks and balconies on various levels, south side Lab. No: A B C D hold 28-Day Test Age da s : 7 28 28 Strength Test Date: 22-Aug 12-Sep 12-Sep Average Len th in. : Diameter in. : Area (in.z): Load Ib. : Failure Type 1: Stren th si : % off�: 1 NOTES: Type 1 -Cone,Type 2-Cone&Split,Type 3 -Columnar,Type 4-Shear,Types 5 &6-Side Fractures(Edge Shears) A tests were pe orme in genera accor ance with current ASTM proce ures. Speci ic instances o non-con ormance are documented in Remarks. On site initial cure Low Hi h CriteriaZ tem erature ran e, °F: 65 70 60 to 80 Field Technician: E. Arndt REMARKS: Time in Truck 55 min. N/A = Not Applicable (Batch information not Lab Technician: included on ticket.) N/S = Not Specified N/R = Not Recorded Reviewer: A. Sears Zfor concrete desi n stren ths of ?6000 si: 68° to 78° F. 7108 South Alton Way, Building B . Centennial,Colorado 80112 •www.cesareinc.com Rev. 03/12 Phone 303-220-0300 • Fax 303-220-0442 12.1o3.conc.l2-228 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 1 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12-103 DATE: June 7, 2012 DAILY REPORT N0. 12-159 NOTES: As requested, Cesare, Inc. personnel visited the site at 8:34 AM on this date for observation of the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per the project plans by Melick Associates, Inc., dated 8/8/11, Sheets S3.1, detail 5 and 6. The area(s) observed today include: North side of the south building, 5th level, at floor level, Gridlines F.6 x 2, F.2 x 2, G.9 x 2, E.4 x 2, C.5 x 1, C.1 x 1, B.4 x 1, A.6 x 1, and A.2 x 1; and Gridlines A.2 x 1, at roof level. Anchors were installed in masonry with a design compressive strength of 1500 psi. The anchors installed were HAS, 5.8-1/2" x 6-1/2". The drill bits used to create the anchor holes were 5/8" rock carbide SDS max. The holes were spaced a minimum of 3" x 10" rectangle on center at floor level, and 3" x 6" rectangle at roof level, and were drilled to a depth of 5". Anchor holes observed were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max. A total of 40 horizontal holes were embedded into the CMU wall. Anchor configuration was changed from the detail shown in S3.1 per RFI's 26 and 32. The weather was sunny with an approximate temperature of 71 °F. The Cesare, Inc. representative left the job site at 11:15 AM. 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-159 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 1 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12-103 DATE: May 14, 2012 DAILY REPORT NO. 12-135 NOTES: As requested Cesare, Inc. personnel visited the site at 12:00 PM on this date for observation of the installation of concrete anchors. Epoxy-bonded anchors (rebar) were installed by Hyder Construction per the project plans by Melick Associates, Inc., dated 8/8/11, Sheets 52.1 and S1.0, detail 7. The area(s) observed today include: #7 bar for the footing at Gridline J on the first floor outside S wall line; #5 and #7 bar for the footing and wall at Gridline K on the first floor outside S wall line. The anchors installed were #5 rebar, 4' long, and #7 rebar, 6'3"to 3' long. The drill bits used to create the anchor holes were 1" and 3/a" Dewalt Rock Carbide SDS Max. The holes were spaced a minimum of 12" on center with edge distances of 4" and were drilled to a depth of 4" for #5 bar, and 8" for #7 bar. Generally, the anchor holes were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max. The holes were re-checked for cleanliness. Epoxy was placed in the holes and the bars were rotated into place to ensure good coverage on the bar and the removal of air pockets. The weather was clear with an approximate temperature of 64 °F. The Cesare, Inc. representative left the job site at 1:45 PM. 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-135 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 1 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12-103 DATE: June 12, 2012 DAILY REPORT N0. 12-164 NOTES: As requested, Cesare, Inc. personnel visited the site at 8:53 AM on this date for observation of the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per the project plans by Melick Associates, Inc., dated 8/8/11, Sheet A2.5 and S3.1, detail 5 and 6. The area(s) observed today include: North side of south building, 5t" level, roof level, Gridlines A.2 x 1, A.6 x 1, B.4 x 1, B.9 x 1, C.2 x 1, C.6 x 1, E.4 x 2, E.9 x 2, F.2 x 2, F.6 x 2; and Gridlines B.9 x 1, at floor level. Anchors were installed in masonry with a design compressive strength of 1500 psi. The anchors installed were HAS, 5.8-1/2" x 6-1/2". The drill bit used to create the anchor holes was a Bosch rock carbide SDS max. The holes were spaced a minimum of 3"x 6" rectangle on center at roof level, and 3" x 10" rectangle at floor level, and were drilled to a depth of 5". Anchor holes observed were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max. A total of 44 horizontal holes were embedded into the CMU wall. Anchors for Gridline A.2 x 1 at roof level were lowered 2" and reinstalled. Holes were cleaned with an air compressor, and anchors were rotated into holes. Anchor configuration was changed from the detail shown in S3.1 per RFI's 26 and 32. The weather was sunny with an approximate temperature of 70 °F. The Cesare, Inc. representative left the job site at 4:30 PM. 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-164 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 1 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 22, 2012 DAILY REPORT N0. 12-174 NOTES: As requested, Cesare, Inc. personnel visited the site at 9:00 AM on this date for observation of the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per the project plans by Melick Associates, Inc., dated 8/8/11, Sheet S2.9W and S3.1, section 5 and 6, RFI No. 32. The area(s) observed today include: Anchors for lower support plates at Decks 1, 7, 8, and 9 for type A and type B dormers; located at Gridlines A to G on the S side of the building, and H to J on the N side of the building. Anchors were installed in CMU block with an unspecified design compressive strength. The anchors installed were Hilti anchor rod, HAS 1/2" x 6-1/2", No. 385424. The drill bit used to create the anchor holes was a Bosch 5/8" rock carbide SDS max. The holes were spaced a minimum of 3" and 5" on center with edge distances of 1" and 4", and were drilled to a depth of 5". Anchor holes observed were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max. Holes were cleaned using an air compressor. The weather was clear with an approximate temperature of 79 °F. The Cesare, Inc. representative left the job site at 11:30 AM. FIELD REPRESENTATIVE: M. Klingbeil REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-174 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 2 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 25, 2012 DAILY REPORT N0. 12-177 NOTES: As requested, Cesare, Inc. personnel visited the site at 9:00 AM, 12:45 PM, and 4:00 PM on this date for observation of the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per the project plans by Melick Associates, Inc., dated 8/8/il, Sheets S1.0/9, S2.1, S2.2, S3.1, S2.9W, and RFI No. 32. The area(s) observed today include: Lower W anchors for pormer #1 on N side of building, E of Gridline H; upper and lower anchors for pormers #8 and #9, S side of building from Gridline C to G; walls at Gridline J.3 and ].7, inside the new elevator pit for new masonry wall to tie-in to. Anchors were installed in CMU walls with a design compressive strength of 1500 psi. The anchors installed were: Hilti anchor rod, HAS 1/2"x 6-1/2", No. 385424; and Platte Anchor Bolt, Inc. #A307 rod, 3/4" x 6-1/2", #5 bar (lengths: 7'4" and 4'), and #6 bar (lengths: 4'). The drill bits used to create the anchor holes were Bosch 7/8" and 5/8", and Hitachi 7/8" and 3/4". The holes were spaced a minimum of 4", 5", and 16" on center with edge distances of 4" and 6", and were drilled to a depth of 5" and 6". Anchor holes observed were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max for anchor rods, Simpson VG-6 62 for rebar. The 1/2" anchors placed on 6/22/12 on the lower W side of Dormers #8 and #9, and the lower E and W side of Dormer were cut off and 3/4" anchors were installed. 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-177 ��SAR.E� �r�c. (,NnfC[�li+r+c'rel f:n,�i�eNers�CCnn.ti7rttClisrn;17RFeriRGc Cltn51lllpeftc Page 2 of 2 The weather was clear to overcast with an approximate temperature of 86 °F. The Cesare, Inc. representative left the job site at 12:00 PM, 2:45 PM, and 4:30 PM. FIELD REPRESENTATIVE: M. Klingbeil REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-177 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 1 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 26, 2012 DAILY REPORT N0. 12-178 NOTES: As requested, Cesare, Inc. personnel visited the site at 10:45 AM on this date for observation of the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per the project plans by Melick Associates, Inc., dated 8/8/11, Sheets S1.0/9, S2.1, S2.2, S3.1, and RFI No. 32. The area(s) observed today include: 5th level, N side, floor level on Gridline H.7 x 2.4. Anchors were installed in CMU walls with a design compressive strength of 1500 psi. The anchors installed were: HAS 5.8-1/2" x 6-1/2". The drill bit used to create the anchor holes was a Bosch 5/8" rock carbide bit. The holes were spaced 7" on center and were drilled to a depth of 5" minimum. Anchor holes observed were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max epoxy. The weather was cloudy with an approximate temperature of 73 °F. The Cesare, Inc. representative left the job site at 12:45 PM. FIELD REPRESENTATIVE: D. Sneed REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-178 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 2 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 27, 2012 DAILY REPORT N0. 12-179 NOTES: As requested, Cesare, Inc. personnel visited the site at 11:30 AM on this date for observation of the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per the project plans by Melick Associates, Inc., dated 8/8/il, Sheets A2.5. The area(s) observed today include: S side of facility, balcony #7, 2 horizontal lower holes, 5" between top and bottom at E and W sides of balcony, Elev. 155.3'; and 4 upper horizontal holes at E and W sides, 2 holes at opposite directions on corner of building, Elev. 160.9'; balcony #8, 2 upper horizontal holes at inside corner, facing E, Elev. 160.7'. Anchors were installed in CMU walls with a design compressive strength of 1500 psi. The anchors installed were: HAS 3/4" x 6-1/2". The drill bit used to create the anchor holes was a Bosch 7/8" x 14" rock carbide SDS max. The holes were spaced 3" on center at the bottom, with edge distances of 3-3/4" x 9-1/2", and were drilled to a minimum depth of 5". Anchor holes observed were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max epoxy. Bolts were rotated clockwise into the epoxy. Holes were cleaned with compressed air. A total of 18 holes were drilled. The weather was cloudy with an approximate temperature of 83 °F. The Cesare, Inc. representative left the job site at 12:15 PM and 2:45 PM. 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-179 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�ecers�Cnrl.tirrttclisrri,17RFerie�.c L�ne�Srtffmits Page 2 of 2 FIELD REPRESENTATIVE: D. Sneed REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-179 �S�A�E, Ir�c. (;car�tec'li+ricul F,i+�ineerc dc Conslritc^liae,iPa�eria[.s Cnnsrrlra�+r.s FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: July 10, 2012 DAILY REPORT N0. 12-192 As requested, Cesare, Inc. personnel visited the site at 9:00 AM on this date to observe the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per Lions Square Lodge South Building Renovation, by Melick Associates, Inc., dated 03/30/12, Sheets S1.0, S2.1, 52.5, S2.6, S2.7, and RFI #57. The areas observed today include: Rebar dowels into the bottom of the existing concrete slab and anchor rods in CMU walls (grouted cells). Gridlines J.3, J.7 (S2.1), 2' N of 3, and 11.5' N of 3; anchor rods on 5t", 6t", and 7t" floors at approximately 18' N from the S side of building, between Gridlines J and K. Dowels were installed in the concrete slab and anchor rods were installed in CMU walls with a design compressive strength of 1500 psi. The dowels installed were: #5 rebar, 1'6", metal finish; anchors installed were 3/4" x 8" anchor rods by Copper State. The drill bits used to create the anchor holes were a 3/4" DeWalt carbide rock SDS max and a 7/8" Bosch SDS plus. The holes were spaced a minimum of 1' for rebar, and 1'4" for rods on center with edge distances of 3" and 2.5", respectively, and were drilled to a depth of 4" for rebar and 6-5/8" for rods, respectively. Generally, the anchor holes were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max epoxy. Hilti HIT-ICE/HY50 was called out on plans for anchor rods. The structural engineer approved the use of Simpson acrylic-based anchoring adhesive ICC-ES ER-5791. The weather was clear with an approximate temperature of 75 °F. The Cesare, Inc. representative left the job site at 2:45 PM. FIELD REPRESENTATIVE: M. Klingbeil REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-192 �S�A�E, Ir�c. (;car�tec'li+ricul F,i+�ineerc dc Conslritc^liae,iPa�eria[.s Cnnsrrlra�+r.s FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: July 11, 2012 DAILY REPORT N0. 12-193 As requested, Cesare, Inc. personnel visited the site at 9:30 AM on this date to observe the installation of masonry anchors. Epoxy-bonded anchors were installed by Hyder Construction per Lions Square Lodge South Building Renovation, by Melick Associates, Inc., dated 03/30/12, Sheets S1.0, S2.1, 52.7, and S2.8. The area(s) observed today include: Anchor rods to finish the 7t" floor and the entire 8t" floor at approximately 18' N from the S side of the building, between Gridlines J and K. Anchors were installed in CMU walls on the 7t" and 8t" floors with a design compressive strength of 1500 psi. The anchors installed were: 3�4�� x 8" long anchor rods by Copper State. The drill bit used to create the anchor holes was a 7/8" Bosch SDS plus. The holes were spaced a minimum of 1'4" on center with edge distances of 2.5", and were drilled to a depth of 6-5/8". Generally, the anchor holes were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-ICE/HY50 was called out on plans for use. The structural engineer approved the use of Simpson acrylic-based anchoring adhesive ICC-ES ER-5791. The weather was clear with an approximate temperature of 80 °F. The Cesare, Inc. representative left the job site at 1:30 PM. FIELD REPRESENTATIVE: M. Klingbeil REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-193 �S�A�E, Ir�c. (;car�tec'li+ricul F,i+�ineerc dc Conslritc^liae,iPa�eria[.s Cnnsrrlra�+r.s FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: August 7, 2012 DAILY REPORT N0. 12-220 As requested, Cesare, Inc. personnel visited the site at 10:00 AM on this date to observe the installation of epoxy-bonded rebar anchors for a concrete stem wall. Epoxy-bonded anchors were installed by Hyder Construction per Lions Square Lodge South Building Renovation Plans, by Melick Associates, Inc., dated 03/30/12, Sheets S2.3, Section 4. The areas observed today included: Rebar Anchors for concrete stem walls on the north side of the building at ground level, section line J.7. Rebar anchors were installed into the existing, underlying concrete or masonry. The rebar installed was #5, Grade 60 bars, (7) 25" long or (13) 13" long, spaced at 1.0' on center. The holes for the rebar anchors were drilled a minimum of 4" deep. The drill bit used to create the anchor holes was a 3/4" Hilti SBS max. A wire brush and vacuum were used to clean the drill holes. Generally, the anchor holes were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max. Pictures shown below. The weather was partly cloudy with an approximate temperature of 80 °F. The Cesare, Inc. representative left the job site at 10:40 AM. FIELD REPRESENTATIVE: E. Arndt REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-220 �SA�E, Ir�c. (r['llIP4'��+r74'4I I:1P�7F7(.'R'YS�COft8JY71C'r!{I!t,iPa�eria[.s Cnnsrrlra�ir.c T � � ��'`1 � 4 I �� r ,'� � .�. v� G � �e ./ zeti, „ .�� •�� ~��,� J � �� 1� -• ^ �� + �' - �� 0� {`'� � � �' . . .. Y .. ��:. • ' .� . . . ..� � � V - I � i � _" _ � �� . ' �,...�.F- �� .:+�j ` r . �; *;_ .. 1 �• � , •^ 1'* �� . a� ��4s � 1 � ` 4 � _ ,�+ � � _ I - _-�.,' #r' � .! e .,�; � e T � ,X ;� „� ��- .� :� , �_� :� � , ;� ; . �� ` +. � . � . _. .L _ � ` � � � -- � � �- 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-220 �S�A�E, Ir�c. (;car�tec'li+ricul F,i+�ineerc dc Conslritc^liae,iPa�eria[.s Cnnsrrlra�+r.s FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12.103 DATE: August 7, 2012 DAILY REPORT N0. 12-220 As requested, Cesare, Inc. personnel visited the site at 10:00 AM on this date to observe the installation of epoxy-bonded rebar anchors for a concrete stem wall. Epoxy-bonded anchors were installed by Hyder Construction per Lions Square Lodge South Building Renovation Plans, by Melick Associates, Inc., dated 03/30/12, Sheets S2.3, Section 4. The areas observed today included: Rebar Anchors for concrete stem walls on the north side of the building at ground level, section line J.7. Rebar anchors were installed into the existing, underlying concrete or masonry. The rebar installed was #5, Grade 60 bars, (7) 25" long or (13) 13" long, spaced at 1.0' on center. The holes for the rebar anchors were drilled a minimum of 4" deep. The drill bit used to create the anchor holes was a 3/4" Hilti SBS max. A wire brush and vacuum were used to clean the drill holes. Generally, the anchor holes were clean and perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max. Pictures shown below. The weather was partly cloudy with an approximate temperature of 80 °F. The Cesare, Inc. representative left the job site at 10:40 AM. FIELD REPRESENTATIVE: E. Arndt REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-220 �SA�E, Ir�c. (r['llIP4'��+r74'4I I:1P�7F7(.'R'YS�COft8JY71C'r!{I!t,iPa�eria[.s Cnnsrrlra�ir.c T � � ��'`1 � 4 I �� r ,'� � .�. v� G � �e ./ zeti, „ .�� •�� ~��,� J � �� 1� -• ^ �� + �' - �� 0� {`'� � � �' . . .. Y .. ��:. • ' .� . . . ..� � � V - I � i � _" _ � �� . ' �,...�.F- �� .:+�j ` r . �; *;_ .. 1 �• � , •^ 1'* �� . a� ��4s � 1 � ` 4 � _ ,�+ � � _ I - _-�.,' #r' � .! e .,�; � e T � ,X ;� „� ��- .� :� , �_� :� � , ;� ; . �� ` +. � . � . _. .L _ � ` � � � -- � � �- 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-220 ��SAR.E� �r�c. (;enterli+ric'rel f:n,�i�e�ers iYc ConslrttcFiw+,79areria�s Cansrrlfaerrc Page 1 of 1 FIELD OBSERVATION REPORT Project Name: Lions Square Lodge Project Number: 12-103 DATE: May 11, 2012 DAILY REPORT NO. 12-132 NOTES: As requested Cesare, Inc. personnel visited the site at 11:50 AM on this date for observation of the installation of concrete anchors. Epoxy-bonded anchors (rebar) were installed by Hyder Construction per the project plans by Melick Associates, Inc., Sheets S2.1, S1.0 detail 7. The area(s) observed today include: Foundation footing and wall at Gridlines J and K on the first floor outer wall S line, sheet S2.1, detail 7 on S1.0. The anchors installed were #5 bars, 14" and 4' long; #7 bars, 6' 6" and 4' long. The drill bits used to create the anchor holes were 1" and 3/a" Dewalt Rock carbide SDS Max. The holes were spaced 12" on center with edge distances of 4" and were drilled to a depth of 4" for #5 bars, and 8" for #7 bars. Generally, the anchor holes were clean and were perpendicular to the receiving surface. Additional Comments: Epoxy Type: Hilti HIT-HY 150 Max. Contractor ran out of epoxy and was unable to finish today. The holes were cleaned out using a plastic brush and compressed air. The rebar was rotated in the holes to remove air pockets and thoroughly coat the rebar with epoxy. All holes were drilled and cleaned out for the wall and footing. The rebar dowels for the foundation wall were placed. The rebar dowels for the footing will be placed on May 14, 2012. The weather was mostly cloudy with an approximate temperature of 55 °F. The Cesare, Inc. representative left the job site at 3:45 PM. 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.epoxy anchor.l2-132 '�E SAR� Ir�c. , (:�^�+rrrl+nrr�Nlin{;:fnrrr...�Y(ixiixfrrn•Jinn.ilufrriaf,s('��n..ar7lo+rLs GROUT OBSERVATION AND TESTING Project Name: Lions Square Lodge Project No. 12.103 Location of Placement: Elevator Wall,Gridlines 2.3,J.3 to J.7,Elev. 158'll"to 160'il" Client: Hyder Construction Date of Placement: July 3,2012 Attention: Contractor: Hyder Construction Time Batched 7:45 AM,onsite Supplier Rio Grande Load No. N/A Ticketed Yardage N/A Time Sampled 8:30 Admixtures N/A Truck No. N/A Arrival Time N/A Time in Truck N/A Ticket No. N/A Mix No. N/A Emptied Time N/A Specified Slump(in) None Specified Air(%) N/A Air Temp(F) 69 Slump(in) 8-1/2" Air Content(%) N/A Grout Temp(F) 67 Slump/plasticizer(in) N/A Unit Weight(pcf) N/A Water Added( al 5 al. Batch Size(c N/A Notes: Source of Sample: Rio Grande,80 Ib. bags of commercial rade Quickcrete Sampled by D.Sneed Date Sampled July 3,2012 Submitted by Date Submitted Time and Specimen Age L/D Width Depth Area Peak Load Compressive Strength S ecimen Number Date Tested Days in in) (sq. in (Ib) (psi) A ]uly l0,2012 7 4.05 3.80 15.39 50673 3,290 B ]uly 31,2012 28 4.18 4.10 17.14 72647 4,240 C July 31,2012 28 4.33 4.18 18.10 74245 4,100 D Tested by: MLB Reviewed by:W.Caires Average 28-day Strength(psi) 4,170 S ecified 28-day Strength(psi 3,000 Curing: High/low initial Cure temperatures: °F Proportions: Sand: Minimum temperature: °F Water: Maximum temperature: °F Portland Cement: Average temperature: °F Other: Remarks: Tests are per�ormed in eneral accordance with one or more of the followin standards: C-39,C-109,C-143,C-617,C-1019,and C-1064. 7108 South Alton Way,Building B•Centennial,Colorado 80112•www.cesareinc.com Phone 303-220-0300•Fax 303-220-0442 Rev.03/12 12.103.grout.l2-185 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c`firru.tifal�rir+l.c Cansrrlfrar+l.s' Page � Of 2 FIELD OBSERVATION REPORT MASONRY OBSERVATION Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 25, 2012 DAILY REPORT N0. 12-177 NOTES: As requested, Cesare, Inc. personnel visited the site at 12:00 PM on this date for a masonry special inspection and observation. Construction plans from Lions Square Lodge, South Building Renovation, Sheets A2.1, A5.1/1, S1.0/9, S2.1, and S2.2, dated 03/30/2012 by Melick Associates, Inc. were used to determine general conformance with project specifications. The areas observed today included: Task Grids Elevations (ft.) CMU/Rebar/Grout 11' N of 3 x J.3 to J.7 99'to 103'to 107'to 111' Inspection Item Spacing Quantity Lap or Splicing Deficient Conforming Vertical Reinforcement �1) #6 at 1'4" Per plan Y No Yes (1) #6, ea. Per plan No Yes Jam Reinforcement end of wall Y Ladder wire Per plan No Yes Horizontal Reinforcin at 16" Y Bond Beam 2 #5's at 4' Per plan Y No Yes Lintels N/A Per plan N�A No Yes Anchors and Embeds None Mortar Joint Const. Tooled Grout S ace Clean Y Grout Placed er S ecs. Y 4' lifts Grout Tested N Tests Meet S ecs. N/A 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-177 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c'rirru.tifal�rir+l.c Cansrrlfrar+l.s' Page 2 Of 2 Reinforcing: #6 bar vertical and #5 bar horizontal, grade 60 by Wylaco Supply Company CMU Size/Supplier: 8"x 8"x 16", Rio Grande Grout Mixture: 80 Ib. bags of commercial grade Quickrete, core-fill grout Mortar Mixture: 94 Ib. bags of commercial grade Quickrete, Mason Mix Type S mortar �pe No. Testin_q Frequenc� Masonry Material Samples: No Prisms ( ) N/A Prepared No Mortar ( ) N/A Transported No Grout ( ) N/A Deficiencies Today None Documented in Log N/A Explanation: Deficiency Corrected N/A Explanation: Jessie with Hyder Construction was notified of observations and test results on site at 5:25 PM. The Cesare, Inc. representative left the job site at 12:45 PM and 4:00 PM. FIELD REPRESENTATIVE: M. Klingbeil REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial, Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-177 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c`firru.tifal�rir+l.c Cansrrlfrar+l.s' Page � Of 2 FIELD OBSERVATION REPORT MASONRY OBSERVATION Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 26, 2012 DAILY REPORT N0. 12-178 NOTES: As requested, Cesare, Inc. personnel visited the site at 9:03 AM on this date for a masonry special inspection and observation. Construction plans from Lions Square Lodge, South Building Renovation, Sheets S1.0/9 and S2.1, dated 03/30/2012 by Melick Associates, Inc. were used to determine general conformance with project specifications. The areas observed today included: Task Grids Elevations (ft.) CMU/Rebar/Grout 2.3 x J.3 to J.7 111'to 115.5' Inspection Item Spacing Quantity Lap or Splicing Deficient Conforming Vertical Reinforcement �1) #6 at 1'4" Per plan Y No Yes (1) #6, ea. Per plan No Yes Jam Reinforcement end of wall Y Ladder wire Per plan No Yes Horizontal Reinforcin at 16" Y Bond Beam 2 #5's cont. Per plan Y No Yes Lintels N/A Per plan N�A No Yes Anchors and Embeds None Mortar Joint Const. Tooled Grout S ace Clean Y Grout Placed er S ecs. Y 4' lifts Grout Tested N Tests Meet S ecs. N/A 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-178 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c'rirru.tifal�rir+l.c Cansrrlfrar+l.s' Page 2 Of 2 Reinforcing: #6 bar vertical and #5 bar horizontal, grade 60 by Wylaco Supply Company CMU Size/Supplier: 8"x 8"x 16", Rio Grande Grout Mixture: 80 Ib. bags of commercial grade Quickrete, core-fill grout Mortar Mixture: 94 Ib. bags of commercial grade Quickrete, Mason Mix Type S mortar �pe No. Testin_q Frequenc� Masonry Material Samples: No Prisms ( ) N/A Prepared No Mortar ( ) N/A Transported No Grout ( ) N/A Deficiencies Today None Documented in Log N/A Explanation: Deficiency Corrected N/A Explanation: Additional Comments: Two horizontal holes spaced 2"apart were drilled at both ends of the CMU wall (4 holes total) to tie the CMU elevator wall to the existing building. The holes were 5" to 6" in depth and cleaned with compressed air. Two #5 continuous bond beam rebars were epoxied into place using VGC62 Vinylester glass capsule epoxy. Brad with Hyder Construction was notified of observations and test results on site at 12:43 PM. The Cesare, Inc. representative left the job site at 12:45 PM. FIELD REPRESENTATIVE: D. Sneed REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial, Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-178 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c`firru.tifal�rir+l.c Cansrrlfrar+l.s' Page � Of 2 FIELD OBSERVATION REPORT MASONRY OBSERVATION Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 27, 2012 DAILY REPORT N0. 12-179 NOTES: As requested, Cesare, Inc. personnel visited the site at 9:45 AM on this date for a masonry observation. Construction plans from Lions Square Lodge, South Building Renovation, Sheets S1.0/9 and S2.1, dated 03/30/2012 by Melick Associates, Inc. were used to determine general conformance with project specifications. The areas observed today included: Task Grids Elevations (ft.) Elevator Wall 2.3 x J.3 to J.7 115.5'to �129' Inspection Item Spacing Quantity Lap or Splicing Deficient Conforming (1) #6 at 1'4" Per plan No Yes Vertical Reinforcement on center Y (1) #6 at ea. Per plan No Yes Jam Reinforcement end of wall Y Ladder wire Per plan No Yes at 16" on Horizontal Reinforcin center Y (2) #5's cont. Per plan No Yes with corner Bond Beam bars Y Lintels N/A Per plan N�A No Yes Anchors and Embeds N/A Mortar Joint Const. Tooled and cleaned Grout S ace Clean Y Grout Placed er S ecs. Y 4' lifts 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-179 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c'rirru.tifal�rir+l.c Cansrrlfrar+l.s' Page 2 Of 2 Grout Tested N Tests Meet Specs. N/A Reinforcing: CMU Size/Supplier: 8"x 8"x 16", Rio Grande Grout Mixture: 80 Ib. bags of commercial grade Quickrete, 5 gallons of water Mortar Mixture: 94 Ib. bags of commercial grade Quickrete, 6 to 9 gallons of water Tvpe No. Testing Frequencv: Masonry Material Samples: No Prisms ( ) N/A Prepared No Mortar ( ) N/A Transported No Grout ( ) N/A Deficiencies Today None Documented in Log N/A Explanation: Deficiency Corrected N/A Explanation: Additional Comments: Due to voids in the existing walls, there were no rebars epoxied for the bond beam to the existing building at the observed elevation. (2) #5 corner bars were placed, connecting the elevator walls to the two existing side walls. Wooden forms were placed and seamlessly grouted. Bond beams were at elevations 124'4-1/2" and 128'4-3/4" Brad with Hyder Construction was notified of observations and test results on site at 2:37 PM. The Cesare, Inc. representative left the job site at 2:44 PM. FIELD REPRESENTATIVE: D. Sneed REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-179 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c`firru.tifal�rir+l.c Cansrrlfrar+l.s' Page � Of 2 FIELD OBSERVATION REPORT MASONRY OBSERVATION Project Name: Lions Square Lodge Project Number: 12.103 DATE: June 28, 2012 DAILY REPORT N0. 12-180 NOTES: As requested, Cesare, Inc. personnel visited the site at 9:30 AM and 12:30 PM on this date for a masonry observation. Construction plans from Lions Square Lodge, South Building Renovation, Sheets A5.1, S1.0, S2.4, and S2.5, dated 03/30/2012 by Melick Associates, Inc. were used to determine general conformance with project specifications. Shop Drawings from Steelstar Corporation, dated 05/17/2012, were also used for today's observations. The areas observed today included: Task Grids Elevations (ft.) CMU/Rebar/Grout 11' N of 3 x J.3 to J.7 �129'to 137'2" Inspection Item Spacing Quantity Lap or Splicing Deficient Conforming (1) #6 at 1'4" Per plan Vertical Reinforcement on center Y No Yes (1) #6 at ea. Per plan No Yes Jam Reinforcement end of wall Y Ladder wire Per plan No Yes at 16" on Horizontal Reinforcin center Y (2) #5's at Per plan No Yes 131'2", 131'10", 133'2", and Bond Beam 137'2" Y Lintels N/A Per plan N�A No Yes Anchors and Embeds N/A 7108 South Alton Way, Building B • Centennial, Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-180 E�1��.E, I�v�. Cr`cnrcrlsiric'nl Fhgi�lu°r:+'d'e C'ruatifrt�c'rirru.tifal�rir+l.c Cansrrlfrar+l.s' Page 2 Of 2 Mortar Joint Const. Tooled and cleaned Grout S ace Clean Y Grout Placed er S ecs. Y 4' lifts Grout Tested N Tests Meet S ecs. N/A Reinforcing: Grade 60 bar by Wylaco Supply Company CMU Size/Supplier: 8"x 8"x 16", Rio Grande Grout Mixture: 80 Ib. bags of commercial grade Quickrete, core-fill grout Mortar Mixture: 94 Ib. bags of commercial grade Quickrete, Mason Mix Type S mortar Tvpe No. Testing Frequenc r��. Masonry Material Samples: No Prisms ( ) N/A Prepared No Mortar ( ) N/A Transported No Grout ( ) N/A Deficiencies Today None Documented in Log N/A Explanation: Deficiency Corrected N/A Explanation: Additional Comments: Two horizontal holes spaced 2"apart were drilled at both ends of the CMU wall (4 holes total), at Elev. 133'2" and 137'2", to tie the CMU elevator wall to the existing building. The holes were 5" in depth, created by a Hitachi hammer drill with a Hitachi 3/4" bit. The holes were cleaned with compressed air. The #5 x 2.5' bars were epoxied into place using Simpson VGC62 Vinylester glass capsule epoxy. )essie with Hyder Construction was notified of observations and test results on site at 3:50 PM. The Cesare, Inc. representative left the job site at 12:00 PM and 4:00 PM. FIELD REPRESENTATIVE: M. Klingbeil REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev 03/12 12.103.masonry.l2-180 :�SAR�, Ir��. CJe�ile[•li+ricu!F,'rzgir�eern�CCnr+.tirrttclirrri,79ureriaGc L'ansrrlfa�irc Page 1 of 1 FIELD OBSERVATION REPORT REINFORCING STEEL Project Name: Lions Square Lodge Project Number: 12-103 DATE: July 10, 2012 DAILY REPORT NO. 12-192 NOTES: As requested, Cesare, Inc. personnel visited the site at 2:45 PM on this date for the reinforcing steel observation. Construction plans from Lions Square Lodge South Building Renovation, by Melick Associates, Inc., dated 03/30/12, Sheets S1.0, S2.1, S2.2, and RFI #57 were used to determine general conformance with project specifications. The areas observed today included: Slab at the bottom of the new elevator pit and new footing slabs on the second floor at Gridlines J.3 x 8' N of 1, J.7 x 1, and J.3 x 8' S of 1. In general, the observed areas conformed to the aforementioned plans. )essie with Hyder Construction was informed of site observations on site at 4:05 PM. The Cesare, Inc. representative left the site at 4:15 PM. FIELD REPRESENTATIVE: M. Klingbeil REVIEWED BY: A. Sears 7108 South Alton Way, Building B • Centennial,Colorado 80112 • www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.steel.l2-192