Loading...
HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2022-10-21Summary Report #72 October 24, 2022 Attn: Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Permit No.:BLD-21-006153 TESTING INSPECTION ENGINEERING GK 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami October 20, 2022 Roney Nakhoul reported to Jon Pope and Nick Hull with PMA at the jobsite. Reviewed and cleared exceptions dated: 6/13, 9/15, 9/23. See attached. Keller Paul reported to Nicholas Hull with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (2) set(s), (10) total. See attached. The work observed was, to the best of Keller's, Roney's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. October 21, 2022 Peter Stafford Wilson picked up (10) concrete cylinders from the jobsite. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Jillian Kass Staff Engineer 10-28-2022 Date TESTING INSPECTION ENGINEERING GK 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gaby Kass (Gkass@fenaghengineering.com) cc:Fenagh PM – emushi@fenaghengineering.com (email) Fenagh Technical Reviewer – btie@fenaghengineering.com (email) TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul Inspection Type: Record of correction Pg. 1 of 1 October 20, 2022 Time In: 12:30 Time Out: 16:30 Time In: 11:00 Time Out: 12:30 Time In: 16:30 Time Out: 17:30 DFR ID: 47870 Weather: Sunny Temperature: 65°F Permit No. : BLD-21-006153 Plans Dated: 07/14/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Roney Nakhoul Inspector 10-20-2022 Date Jillian Kass Staff Engineer 10-25-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami Roney Nakhoul reported to Jon Pope, Nick Hull with PMA at the jobsite. reviewed the following exception(s): Date non-conforming item was issued: 6/13, 9/15, 9/23 Justification for closure or clearing of non-conforming item(s): The electrical rooms were re-inspected this date and any final items were closed out. The fireproofing on Level 2 at B22-B24/K was also re-inspected and compliant.. Referenced Details: Firestopping submittals TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul Inspection Type: Visual inspection of SOFP/Firestopping, CMU Rebar Pg. 1 of 1 June 13, 2022 Time In: 13:00 Time Out: 14:00 DFR ID: 37470 Weather: Sunny Temperature: 75°F Permit No. : BLD-21-006153 Roney Nakhoul reported to Nick Hull with PMA at the Jobsite. Requested by PMA to visually inspect for patch work of spray applied fire proofing on Level 2 Building B. A Structural Beam at B22-B24/K needs SOFP repair. Revisited CMU rebar for kitchen area in Building A from B2-B4/K-L. Walls A, B, D, E rebar complete, also inspected May 4th. Referenced Details: A-1.11A, A-1.11B. Exception(s): SOFP for the beam at B22-B24/K needs repairs. Non-compliance conditions were brought to the attention of Jon Pope with PMA Plans Dated: 01/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Roney Nakhoul Inspector 06-13-2022 Date Jillian Kass Staff Engineer 06-14-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul Inspection Type: Observed installation of firestop system(s) Pg. 1 of 1 September 15, 2022 Time In: 07:00 Time Out: 09:00 DFR ID: 44918 Weather: Sunny Temperature: 75°F Permit No. : BLD-21-006153 Roney Nakhoul reported to Jon Pope with PMA at the jobsite. Location: Room No: C127, D127, C228, D200C Level/ Floor: 1, 2 Grid Line: See attached Product(s) Used (sealants/ wool/ prefabricated sleeves): Hilti CP 606, mineral wool System No: HW-D-0184 Engineering Judgement No: N/A Hourly Rating: 2 Application Inspected: Penetration: Joints: Metal Pipe Insulated Pipe Cables HW - Head of Wall BW - Bottom of Wall Observation (C= Compliant/ N= Noncompliant) Penetrating Application: Joint Application: C - Correct Product C - Mineral Depth C - Annular Space C - Sealant Thickness C - Backer Material C - Pipe Insulation C - Correct Product C - Joint Width C - Backer Material C - Backer Material Composition C - Sealant Thickness System/Engineering Judgment Details Followed: No (Noncompliant) List any deficiencies found: D wing first floor 1 conduit south side 2-3 conduits north side Fire protection above door needs to be done D2 good C1 elevator room Not complete at all C2 Elevator East wall not done Electrical room No penetrations done yet Referenced Details: Firestopping submittals Exception(s): 1. D wing first floor- 1 conduit south side, 2-3 conduits north side, Fire protection above door needs to be done 2. D2- good 3. C1- elevator room not complete 4. C2- Elevator East wall not done, Electrical room no penetrations done Non-compliance conditions were brought to the attention of Jon Pope with PMA Plans Dated: N/AConformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Roney Nakhoul Inspector 09-15-2022 Date Jillian Kass Staff Engineer 09-21-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 15, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul Inspection Type: Observed installation of firestop system(s) Pg. 1 of 1 September 23, 2022 Time In: 07:00 Time Out: 11:00 DFR ID: 45485 Weather: Sunny Temperature: 52°F Permit No. : BLD-21-006153 Roney Nakhoul reported to Jon Pope with PMA at the jobsite. Location: Room No: C127, D127, C228, D200C Level/ Floor: 1, 2 Grid Line: See attached Product(s) Used (sealants/ wool/ prefabricated sleeves): Hilti CP 606, mineral wool System No: WL-0154, CAJ-1150 Engineering Judgement No: N/A Hourly Rating: 2 Application Inspected: Penetration: Joints: Metal Pipe Insulated Pipe Cables HW - Head of Wall BW - Bottom of Wall Observation (C= Compliant/ N= Noncompliant) Penetrating Application: Joint Application: C - Correct Product C - Mineral Depth C - Annular Space C - Sealant Thickness C - Backer Material C - Pipe Insulation C - Correct Product C - Joint Width C - Backer Material C - Backer Material Composition C - Sealant Thickness System/Engineering Judgment Details Followed: No (Noncompliant) List any deficiencies found: D building level 2, the electrical penetrations labeled CAJ-3239 do not cover the assembly installed that system is for a block or concrete wall. A destructive test for the sprinkler pipe was performed and compliant, system WL-1054. On level 1, D, these systems are labeled CAJ-1150 which also does not cover the assembly. Referenced Details: Firestopping submittals Exception(s): 1. Many penetrations coming out of the electrical rooms need fire caulking. 2. The labels are mixed up in many areas and do not cover the assembly. Non-compliance conditions were brought to the attention of Jon Pope with PMA Plans Dated: N/AConformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Roney Nakhoul Inspector 09-23-2022 Date Jillian Kass Staff Engineer 09-27-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 23, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 23, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul September 23, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Keller Paul Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 October 20, 2022 Time In: 06:30 Break: 11:00-11:30 Time Out: 15:30 DFR ID: 47888 Weather: Sunny Temperature: 66°F Permit No. : BLD-21-006153 Plans Dated: N/A Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Keller Paul Inspector 10-20-2022 Date Jillian Kass Staff Engineer 10-21-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami Keller Paul reported to Nicholas Hull with PMA at the jobsite. Observed placement of and performed sampling of concrete for Level 1, Sidewalks at P-01-01 (mix no. 4000D, design strength of 4000 psi at 28 days, specified slump from 4 to 7 in., specified air content from 4.5% to 7.5%, specified unit weight from 140 pcf. to 150 pcf., and 110 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Point of placement. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 6 65 64 5.9 143.1 65 P-01 5 6:38 AM 7:50 AM Fuccilo 1757 38 2 5.8 67 66 6 141.5 52 S-01 5 9:43 AM 10:45 AM Fuccilo 3710 4 10 Total Additional Notes: See attached pictures for sampling locations TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Keller Paul October 20, 2022 Permit No. : Daily Pick Up Report Project Name Dennis Yarmouth Middle School Job Number 5951 Fenagh Representative Peter Stafford Wilson Date 10/21/2022 4x8 Cylinders 10 J5951 - Dennis Yarmouth Middle School - Exception Log Pages 1 of 6 NCR ID#Date Location Inspector Issue RFI/ Submittal No.Resolved? (Y/N)Sub/ Contractor Date Resolved Comment 1 7/21/2021 Wall : C /d3 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/10/2021 Set 1 = 1,860 psi 28 day break 08/31/2021 Set 1 = 2,800 psi Set 1 = 2,900 psi Set 1 = 3,480 psi 28 day average = 3,060 psi 2 7/28/2021 Footing : C16/E Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% : Lab Log No.: 15519 (2744-2745) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 28 day break 08/25/2021 Set 1 = 3,370 psi Set 1 = 3,500 psi Set 1 = 3,650 psi 3 7/30/2021 Footings Set # 1 :Column line/Row: D.3/c116 Set # 2 Columm line / Row c5/H Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 28 day break 08/27/2021 Set 1 = 3,070 psi Set 1 = 3,330 psi Set 1 = 3,430 psi Set 2 = 3,330 psi Set 2 = 3,520 psi Set 2 = 3,580 psi 56 day break 09/24/2021 Set # 1 = 3,720 psi Set #2 = 3,670 psi 4 8/3/2021 Footings: Elevator pit foundation Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/10/2021 Set 1 = 2,610 psi 28 day break 08/31/2021 Set 1 = 3,170 psi 56 day break 9/28/2021 Set 1 = 3,330 psi Set 1 = 3,490 psi Set 1 = 3,700 psi 56 day average set 1 = 3,510 psi 5 8/6/2021 Level 1 Wall at Building C and B - E/c2 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/13/2021 Set 1 = 2,980 psi 28 day break 09/3/2021 Set 1 = 3,170 psi 56 day break 10/8/2021 Set 1 = 3,230 psi Set 1 = 3,400 psi 6 8/6/2021 Level 1 Wall at Building C and B - J.7/b25 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/13/2021 Set 2= 2,390 psi 28 day break 09/03/2021 Set 2 = 3380 psi 56 day break 10/01/2021 Set 2 = 3710 psi 7 8/13/2021 Level 1 Footings at Building B: P.1/b33 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 17 day break 08/30/2021 Set 1 = 3,090 psi 28 day break 09/10/2021 Set 1 = 3,460 psi Set 1 = 3,510 psi 56 day break 10/08/2021 Set 1 = 3760 psi Set 1 = 3850 psi 8 8/13/2021 Level 1 Footings at Building B: J.3/b24 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/20/2021 Set 2 = 2,320 psi 28 day break 09/10/2021 Set 2 = 2,840 psi 56 day break 10/08/2021 Set 2 = 3030 psi Set 2 = 3260 psi Set 2 = 3150 psi J5951 - Dennis Yarmouth Middle School - Exception Log Pages 2 of 6 9 8/20/2021 Level 1 Footings at Foundation: Wall: H/c5 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% : Lab Log No.: 15860 (3024) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/27/2021 Set 1 = 2,810 psi 28 day break 09/17/2021 Set 1 = 3,440 psi Set 1 = 3,500 psi 56 day break 10/15/2021 Set 1 = 3,920 psi Set 1 = 4,020 psi 10 9/3/2021 Level 1 Wall; U/a5 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 16067 (3123) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/10/2021 Set 1 = 2,050 psi 28 day break 10/01/2021 Set 1 = 3,100 psi 56 day break 10/29/2021 Set 1 = 3,510 psi Set 1 = 3,630 psi Set 1 = 3,660 psi 11 9/9/2021 Level 1 Footing: M.5/b17 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 16132 (3175) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/16/2021 Set 1 = 2,400 psi 28 day break 10/07/2021 Set 1 = 3,480 psi Set 1 = 3,490 psi 56 day break 11/04/2021 Set 1 = 4,050 psi Set 1 = 4,240 psi 12 9/10/2021 Level 1 Footing: L.9/b2 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 16133 (3176) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/17/2021 Set 1 = 2,330 psi 28 day break 10/08/2021 Set 1 = 3,450 psi Set 1 = 3,450 psi Set 1 = 3,490 psi 56 day break 11/05/2021 Set 1 = 4,060 psi 13 8/13/2021 Level 1 Footings at Building B: Set # 1 P.1/b33 Set # 2 J.3/b24 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 15745 (2945-2946) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/20/2021 Set 2 = 2,320 psi 28 day break 09/10/2021 Set 1 = 3,460 psi Set 1 = 3,510 psi Set 2 = 2,840 psi 56 day break 10/08/2021 Set 1 = 3,760 psi Set 1 = 3,850 psi Set 2 = 3,260 psi Set 2 = 3,030 psi Set 2 = 3,150 psi Set 2 = 3,260 psi 14 8/17/2021 Level 1 Footings at Building B: S.1/b27 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 15745 (2945-2946) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/24/2021 Set 1 = 2,510 psi 28 day break 09/14/2021 Set 1 = 3,280 psi Set 1 = 3,430 psi 56 day break 10/12/2021 Set 1 = 4,070 psi Set 1 = 4,110 psi 15 9/23/2021 Level 1 Footings at Building B: P7/a18 Arsene Ntwali Low break: Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7% ; Lab Log No.: 16288 (3264) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/30/2021 Set 1 = 3,510 psi 28 day break 10/21/2021 Set 1 = 4,470 psi 56 day break 11/18/2021 Set 1 = 4,880 psi Set 1 = 5,120 psi Set 1 = 5,210 psi 16 11/2/2021 Level 1 Slab at Building D: Line A-D1, Row D1-before D16 Enea Mushi Measured Floor Flatness, Levelness (34.7 and 18.3) did not meet overall project requirement (35 and 25)N Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise J5951 - Dennis Yarmouth Middle School - Exception Log Pages 3 of 6 17 9/27/2021 Level 1 Wall at Q-P.7/a18, a18-24/W D17 : Sampled @ N.4/b5 Arsene Ntwali Low break: Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7% ; Lab Log No.: 16339 (3323) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 10/04/2021 Set 1 = 3,510 psi 28 day break 10/25/2021 Set 1 = 4,170 psi 56 day break 11/22/2021 Set 1 = 4,700 psi 90 day break 12/26/2021 Set 1 = 5470 psi Set 1 = 5070 psi 18 12/16/2021 Level 1, area A @ S.1-S.5/b11 bottoms only: Level 16 @ K.9-N/b33 steel girts: Level low roof/high roof @ N.9-K/b1, K/b1-b22, L+P.7/a17-b21, LP.7/a17+b21, V-V.9/a15, W/a1-a14, W-V/a1, V/a1-a2, V-U/a2 Tony Paradis WPSs not available for review for Stellar Steel Erectors or United Steel. Stellar Steel Used FCAW process in the 2F, 4F, 2G and 3G possitions. United Steel used the SMAW process in the 2F possition. rnWPQRs recieved for Stellar Steel Erectors show no welders qualified for FCAW welds in the 4F or 3G positions. N PMA EOR to Advise 19 12/17/2021 top and bottom plates Tony Paradis Contractor has failed to maintain 3/4" minimum distance from screw to edge of light gauge surfaces as called for in General Note 4 on SK-3.Y PMA Wed 3/9/2022 12:46 PM EOR to Advise 20 11/18/2021 Level 1 Metal pan stairs at Building D Arsene Ntwali Low Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 17282 (3681) Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 11/25/2021 Set 1 = 2,060 psi 28 day break 12/16/2021 Set 1 = 2,580 psi 56 day break 01/13/2022 Set 1 = 3,220 psi 90 day break 02/16/2022 Set 1 = 3,350 psi 21 12/21/2021 locations at building A and B Blake Mullens The items as listed herein have not been accomplished in accordance with the approved documents, plans and specifications: No. 10 screw missing at inside leg of track connections. Contractor to install inside leg no 10 screws with lift access. Pins at typical parapet detail within this area not spaced properly. Pins installed at random locations instead of 5 pins within top 2" and 4 pins within bottom 2". N PMA EOR to Advise 22 1/10/2022 Level 1, gridlines P.1- J.1/B.33 Abdulwahab Abulgasem CMU blocks the Vertical #7 by 16” not reaching overlap requirements, and may getting conflict with other structures as going up.Y PMA 1/13/2022 EOR to Advise 23 11/8/2021 Level 2 Salb on metal deck at Building C: E/C4 Arsene Ntwali Low Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 16995 Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 11/15/2021 Set 1 = 2,880 psi 28 day break 12/06/2021 Set 1 = 3,820 psi 56 day break 01/03/2022 Set 1 = 4,160 psi Set 1 = 4,250 psi Set 1 = 4,300 psi 24 12/2/2021 Building C : F-G/C7-9 Arsene Ntwali Low Break : Mix #: 3000DNA : Slump 5-9 air 0-3 Design Strength (psi): 3,000 @28 days : Lab Log No.: 17226 (3735) Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 12/09/2021 Set 1 = 1,290 psi 28 day break 12/30/2021 Set 1 = 1,720 psi 56 day break 01/27/2022 Set 1 = 1,780 psi 90 day break 03/2/2022 Set 1 = 1,780 psi 25 1/19/2022 1-P/A.10 Low roof media center 2-P/A.12 Lowroof media center 3-A5/W Foundation plan A Roney Nakhoul Cohesion/Adhesion of SFRM Applied to Structural Members failure: Fireproofing material is not adhering to the glue. Noted that material was wet to touch and 2 samples taken Y PMA 2/21/2022 Fireproofing material was given more time to dry, plus warmer weather during this dates testing resulted with the above tests. Cohesion adhesion values exceed requirements by project specs . 26 11/16/2021 Building A : N/b20, A5/S Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17087 (3651)Y PMA 1/19/2021 Page 13 of UNIT MASONRY 04 2000- 13 Notes: 28-day compressive strength indicated, but not less than 2000 psi EOR to Advise 7 day break 11/23/2021 Set 1 = 2,300 psi 28 day break 12/14/2021 Set 1 = 2,660 psi 56 day break 01/11/2022 Set 1 = 3,300 psi Set 1 = 3,330 psi J5951 - Dennis Yarmouth Middle School - Exception Log Pages 4 of 6 27 11/18/2021 Building A :T.1/A7 Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17119 (3678)Y PMA 1/19/2021 Page 13 of UNIT MASONRY 04 2000- 13 Notes: 28-day compressive strength indicated, but not less than 2000 psi EOR to Advise 7 day break 11/25/2021 Set 1 = 1,830 psi 28 day break 12/16/2021 Set 1 = 2,290 psi 56 day break 01/13/2022 Set 1 = 2,450 psi 90 day break 02/16/2022 Set 1 = 2,660 psi 28 11/18/2021 Building D: T.1/A7 Arsene Ntwali Concrete, low break: Design Strength (psi): 4,000 @28 days, Lab Log No.: 17282 (3681) Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 11/25/2021 Set 1 = 2,060 psi 28 day break 12/16/2021 Set 1 = 2,580 psi 56 day break 01/13/2022 Set 1 = 3,220 psi 90 day break 02/16/2022 Set 1 = 3,350 psi 118 day break 03/16/2022 Set 1 = 3,580 psi 29 11/22/2021 Building A : T.1/A6 Arsene Ntwali Concrete, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17197 (3728) Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 11/29/2021 Set 1 = 1,720 psi 28 day break 12/20/2021 Set 1 = 2,310 psi 56 day break 01/17/2022 Set 1 = 2,370 psi 90 day break 02/20/2022 Set 1 = 2,390 psi 30 12/27/2021 Level 2, L-K.8/b21-b22 Eric Pitman Grout, low break: Design Strength (psi): 2,500 @28 days: Lab Log No.: 17890 (4010) Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 32 day break 01/28/2022 Set 1 = 1,190 psi 56 day break 02/27/2022 Set 1 = 1,270 psi 90 day break 03/27/2022 Set 1 = 1,840 psi 118 day break 04/24/2022 Set 1 = 1,610 psi 31 2/9/2022 Grade on Level 1 at Line M.5- Q, Row a18-Pass a30 Enea Mushi Floor Levelness measurement did not meet project spec requirements. 3.9 FINISHING FLOORS AND SLABS Specified overall values of flatness, F(F) 35; and of levelness, F(L) 25; with minimum local values of flatness, F(F) 24; and of levelness, F(L) 17; for slabs-on grade Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 32 1/12/2022 P.2-B.30 -B-32 Bernard Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17776 Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 01/19/2022 Set 1 = 1,060 psi Set 1 = 1,190 psi Set 1 = 1,250 psi 28 day break 02/09/2021 Set 1 =1,400 psi 56 day break 03/09/2022 Set 1 = 1,580 psi 90 day break 04/12/2022 Set 1 = 2,110 psi 33 1/11/2022 Gymnasium - East Elevation at Line P.2-M.3-b33 Bernard Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17775 Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 01/18/2022 Set 1 = 630 psi Set 1 = 740 psi Set 1 = 770 psi 28 day break 02/08/2021 Set 1 = 840 psi 56 day break 03/08/2022 Set 1 = 890 psi 90 day break 04/11/2022 Set 1 = 1,010 psi J5951 - Dennis Yarmouth Middle School - Exception Log Pages 5 of 6 34 1/24/2022 Gymnasium - at Line K/B33 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17921 Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 01/31/2022 Set 1 = 1,390 psi Set 1 = 1,490 psi Set 1 = 1,610 psi 28 day break 02/21/2021 Set 1 = 1,630 psi 56 day break 03/21/2022 Set 1 = 1,960 psi Set 1 = 2,100 psi 35 1/21/2022 Gymnasium, Line J.7-b30- b31, J.7-b25-b29 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17913 Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 01/28/2022 Set 1 = 1,270 psi Set 1 = 1,300 psi Set 1 = 1,400 psi 28 day break 02/18/2021 Set 1 = 1,630 psi 56 day break 03/18/2022 Set 1 = 2,050 psi 36 3/1/2022 Bldg B section 5 and section 11 Roney Nakhoul Missing Bands: Banding missing in several locations at the exterior face; sheathing needs to be removed to fix in the 11 section. Some of the inside bands also missing. This inspector observed that some studs were screwed into the top track which they should not, as this is a deflection track. Studs at some of the curved walls need securing at the bottom on both sides; these areas appear in progress Y PMA 3/9/2022 Observed hex screws being installed for the bracing in bldg B 37 2/24/2022 P.1/b26-30 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 18046 (4052) Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y PMA 10/17/2022 EOR to Advise 7 day break 02/11/2022 Set 1 = 1,050 psi Set 1 = 1,120 psi Set 1 = 1,220 psi 28 day break 02/18/2021 Set 1 = 1,450 psi Set 1 = 1,660 psi Set 1 = 1,810 psi 38 3/30/2022 Building B Roney Nakhoul Work in Progress - Building B cold form metal framing Y PMA Reinspected and approved 39 4/12/2022 Level 1 Auditorium Seating Rows 1, 3, 5 Bernard Connaughton Concrete in truck exceeded the 90 minutes batch to placement time by 35 minutes. Temperature was checked after 100 minutes and at 115 minutes in the truck and remained at 70F. Truck fully discharged all concrete at 125 minutes. Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y Commodore 10/17/2022 EOR to Advise 7 day break 4/19/22 Set 1 = 4,460 psi 28 day break 5/10/22 Set 1 = 5,950 psi 40 4/15/2022 Building C, Level 2 Roney Nakhoul Work in Progress - HVAC Duct near the C-D connector, east side, needs to be firestopped.Y PMA 6/2/2022 Reinspected and approved 41 6/8/2022 Building B, Level 2 Roney Nakhoul EJ required for the electrical penetrations through the floor to wall expansion joint system FWD 1013.Y PMA 7/1/2022 EJ Numbers provided by contractor. EJ559088a. 42 6/13/2022 Building B, Level 2 Roney Nakhoul SOFP for the beam at B22-B24/K needs repairs.Y PMA 10/20/2022 The fireproofing on Level 2 at B22-B24/K was re-inspected and compliant. 43 7/14/2022 G 1 Slab on Grade at D-E/JJ- C115 Raju Banjade Set 1 failed to meet design strength (Lab Log No. 20625) Cape Ready Mix No. 4000D Design Strength: 4,000 psi @ 28-Days Specified Slump requirement: 4-7" Specified Air Entrainment: 4.5-7.5% Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y Commodore 10/17/2022 EOR to Advise 28 day break 08/11/22 Set 1 = 3,730 psi 56 day break 09/08/22 Set 1 = 4,740 psi 44 9/15/2022 Levels 1-2, Rooms C127, D127, C228, D200C Roney Nakhoul 1. D wing first floor- 1 conduit south side, 2-3 conduits north side, Fire protection above door needs to be done. 2. C1- elevator room not complete. 3. C2- Elevator East wall not done, Electrical room no penetrations done. Y PMA 10/20/2022 The electrical rooms were re-inspected this date and any final items were closed out. 45 9/23/2022 Levels 1-2, Rooms C127, D127, C228, D200C Roney Nakhoul 1. Many penetrations coming out of the electrical rooms need fire caulking. 2. The labels are mixed up in many areas and do not cover the assembly.Y PMA 10/20/2022 The electrical rooms were re-inspected this date and any final items were closed out. 46 9/1/2022 Level 1 Sidewalks at Building C and D Keller Paul Set 1 failed to meet design strength (Lab Log No. 21796) Cape Ready Mix No. 4000D Design Strength: 4,000 psi @ 28-Days Specified Slump requirement: 4-7" Specified Air Entrainment: 4.5-7.5% Reference Field Observation Report 10 by Kenneth P. Anderson, PE with Girard & Co. Engineers Y Commodore 10/17/2022 EOR to Advise 28 day break 09/29/22 Set 1 = 3,980 psi J5951 - Dennis Yarmouth Middle School - Exception Log Pages 6 of 6 47 9/29/2022 Upper Fields Caisson for Light pole at upper fields Roney Nakhoul Set 1 failed to meet design strength (Lab Log No. 22458) Cape Ready Mix No. 4000D Design Strength: 4,000 psi @ 28-Days Specified Slump requirement: 4-7" Specified Air Entrainment: 4.5-7.5% N Commodore EOR to Advise 28 day break 10/27/22 Set 1 = 3,900 psi 56 day break 11/24/22 Set 1 = psi Status: Work-in-Progress Legend: Status: Closed Status: Open TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: James Descoteaux Report Date: 10/18/2022 Client: PMA Consultants, LLC Date of Sampling: 09/20/2022 Lab Log No.: 22292 (5433) Reviewed by: Jillian Kass, Staff Engineer 10/18/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 4000D Supplier: Cape Cod Ready Mix Contractor: PMA / Silverback Construction Set: 1 of 1 Truck #: 74 Design Strength (psi): 4,000 @28 days Ticket#: 36510 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Sidewalks Location: Onsite Location for overall pour: Ground Level Slab on Grade Sidewalks at Area of Pour Shown Below Location when sampled: Set 1 Location Shown Below Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):75 50-90 Slump or Spread (in.):6 4-7 Unit Wt (#cu ft):150.6 140-150 Air Temperature (ºF):64 >40 Air Content (%):7.0 4-7 Time Sampled:8:06 AM Aggregate Size (in):3/4 3/4 Batch Time:6:59 AM Time in Truck:67 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/28/2022 Technician that received: JK Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/27/2022 Joe Francisco 4.00 8.00 12.57 Lab 45,563 3,620 psi Type 3 B 28 10/18/2022 Joe Francisco 4.00 8.00 12.57 Lab 56,485 4,490 psi Type 2 C 28 10/18/2022 Joe Francisco 4.00 8.00 12.57 Lab 55,711 4,430 psi Type 2 D 28 10/18/2022 Joe Francisco 4.00 8.00 12.57 Lab 56,339 4,480 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,470 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 10/18/2022 Client: PMA Consultants, LLC Date of Sampling: 10/11/2022 Lab Log No.: 22795 (5541) Reviewed by: Jillian Kass, Staff Engineer 10/18/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 4000D Supplier: Cape Cod Ready Mix Inc.Contractor: Silverback Set: 1 of 1 Truck #: 67 Design Strength (psi): 4,000 @28 days Ticket#: 36885 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Upper Fields Caisson for Light pole at Main entry sidewalks Location when sampled: Main entry sidewalks Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):68 50-90 Slump or Spread (in.):6.25 4-7 Unit Wt (#cu ft):146.9 140-150 Air Temperature (ºF):64 >40 Air Content (%):6.1 4.5-7.5 Time Sampled:8:05 AM Aggregate Size (in):3/4 3/4 Batch Time:7:37 AM Time in Truck:28 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/18/2022 Technician that received: JK Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 10/18/2022 Joe Francisco 4.00 8.00 12.57 Lab 49,441 3,930 psi Type 3 B 28 11/08/2022 4.00 8.00 12.57 Lab C 28 11/08/2022 4.00 8.00 12.57 Lab D 28 11/08/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:3,930 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory