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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2022-05-20Summary Report #51 May 23, 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 May 17, 2022 Eric Pittman reported to John Pope with PMA at the jobsite. Performed engineering misc. inspection. See attached. Eric Pittman reported to John Pope with PMA at the jobsite. Performed engineering misc. inspection. See attached. James Descoteaux reported to Nicholas Hull and Jon Pope with PMA at the jobsite. Performed engineering misc. inspection. See attached. The work observed was, to the best of Eric's, James knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. 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 05-27-2022 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gabriella 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: Eric Pittman Inspection Type: Engineering Inspection Pg. 1 of 1 May 17, 2022 Time In: 07:30 Break: 12:00-12:30 Time Out: 13:30 DFR ID: 36058 Weather: Sunny Temperature: 70°F Permit No. : BLD-21-006153 Plans Dated: 02/02/2021 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: Eric Pittman Inspector 05-17-2022 Date Jillian Kass Staff Engineer 05-24-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami Eric Pittman reported to John Pope with PMA at the jobsite. Building D mulled window unit G1A D4 D2 tested on the first level North wall for air and water infiltration per ASTM E 783 and E 1105 at the parameters given from the project specifications. Report and photograph are attached. Additional Notes: This window met the test parameters. Referenced Details: Project specifications and architectural plans. Project submittals. Introduction: Fenestration air leakage resistance and water penetration resistance testing was performed as requested by the client. Windows were selected at random by client. Testing was performed using an internal test chamber on a pass / fail basis. See procedure for more details. Procedure(s): Air Leakage Resistance Air Leakage resistance testing was performed in accordance with ASTM E783-02: “Standard Test Method for Field Measurement of Air Leakage Through Installed Exterior Windows and Doors”, with respect to AAMA 502-12: “Voluntary Specification for Field Testing of Newly Installed Fenestration Products”. Water Penetration Resistance Water penetration resistance testing was performed in accordance with ASTM E 1105-00: “Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference”, with respect to AAMA 502-12: “Voluntary Specification for Field Testing of Newly Installed Fenestration Products”. Procedure A (ASTM E 1105-00, Section 12.1) - A uniform static differential pressure is applied across the fenestration within 15 seconds and maintain this pressure, along with the specified rate of water spray for 15 minutes. Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 WINDOW TESTING REPORT Project: Report Number: Project Address: Client: Date of Site Visit: Report Date: Purpose of Visit: Fenestration Field Air Leakage Resistance and Water Penetration Resistance Testing On-Site During Visit: Report By: Dennis Yarmouth Middle School South Yarmouth, MA PMA 5-17-2022 5-17-2022 Eric Pittman, James Descoteaux Eric Pittman WINDOW TESTING REPORT Conformance Criteria: Air leakage resistance tests shall be conducted at a uniform cyclic test pressure of 1.57 psf. The maximum allowable rate of air leakage shall not exceed 0.09 cfm/ft2 Water penetration resistance tests shall be conducted at a static test pressure of 6.24 PSF. No water penetration shall occur as defined in ASTM E1105-00, Section 3.2.3. (Per project specification 08 4113 3.5 as provided by PMA) ASTM E 1105-00, Section 3.2.3, defines water penetration as “penetration of water beyond a plane parallel to the glazing (the vertical plane) intersecting the innermost projection of the test specimen, not including interior trim and hardware, under the specified conditions of air pressure difference across the specimen”. Any such water penetration shall constitute failure of the water penetration resistance test. Water penetrating through the perimeter frame of the specimen shall also constitute failure. Water contained within drained flashing, gutters, and sills shall not constitute failure. On-Site Results: Weather Temperature Wind Speed Wind Direction Barometric Pressure Weather Test #1: Location Unit Type Unit Dimensions Test Pressure Photos Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 70 °F 0-3mph varied 30.1 in Hg Sunny 60" wide x 94" high 1.57 PSF attached. level 1 bld D, North Wall G1A D4-D2 Test #1: Air Leakage Resistance Testing (ASTM E 783) Time of Test Date of Test Extraneous Air Leakage (with plastic sheeting) Total Air Flow (no exterior plastic sheeting) Net Airflow Square footage of specimen Air Infiltration Rate Maximum Allowable Air Infiltration Rate Results Test #1: Water Penetration Resistance Testing (ASTM E 1105) Time of Test Date of Test Differential Pressure (psf) Duration (min.) Results Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 WINDOW TESTING REPORT 11:17 5-17-22 30 scfm 30 scfm 0.0 scfm 39.3 ft^2 0 cfm 0.09 cfm/ft^2 Meets conformance criteria of ASTM E783 13:15 5-17-22 6.24 .0 0 15 minutes Diffential pressure reduced to 0, water spray abated 15 minutes Spray Rack applied water to the exterior face of the fenestration product at 5 gal/sq. ft/hr, with interior chamber at differential pressure of 6.24 psf. No water penetration observed. Work observed was, to the best of my knowledge, in conformance with: •Project Specification 08 4113 3.5 , dated February 2, 2021 •ASTM E1105, E331, & E547 •AAMA 502, ANSI/AAMA/NWWDA 101/I.S.2-97 WINDOW TESTING 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. 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. ______ Eric Pittman Sr. Field Inspector Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 Result Summary: Air leakage testing per ASTM E783-02 met the parameters set out in the project specifications and AAMA 502. Per ASTM E1105, differential air pressure was maintained within the capsule at 6.24 PSF and water spray delivery at 5.0 U.S. gal/ft^2/hour for the duration of the test period. The capsule was sealed to the interior finished wall around the rough opening, which was lined with flashing. This arrangement tested the integrity of the installation as well as the actual window. No water leakage was observed at the conclusion of the test. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Eric Pittman May 17, 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: Eric Pittman Inspection Type: Engineering Inspection Pg. 1 of 1 May 17, 2022 Time In: 13:30 Time Out: 16:00 DFR ID: 36060 Weather: Sunny Temperature: 72°F Permit No. : BLD-21-006153 Plans Dated: 02/02/2021 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: Eric Pittman Inspector 05-17-2022 Date Jillian Kass Staff Engineer 05-24-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami Eric Pittman reported to John Pope with PMA at the jobsite. Building D mulled window unit G2A D4 D2 tested on the second level North wall for air and water infiltration per ASTM E 783 and E 1105 at the parameters given from the project specifications. Report and photograph are attached. Additional Notes: This window met the test parameters. Referenced Details: Project specifications and architectural plans. Project submittals. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Eric Pittman May 17, 2022 Permit No. : Introduction: Fenestration air leakage resistance and water penetration resistance testing was performed as requested by the client. Windows were selected at random by client. Testing was performed using an internal test chamber on a pass / fail basis. See procedure for more details. Procedure(s): Air Leakage Resistance Air Leakage resistance testing was performed in accordance with ASTM E783-02: “Standard Test Method for Field Measurement of Air Leakage Through Installed Exterior Windows and Doors”, with respect to AAMA 502-12: “Voluntary Specification for Field Testing of Newly Installed Fenestration Products”. Water Penetration Resistance Water penetration resistance testing was performed in accordance with ASTM E 1105-00: “Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference”, with respect to AAMA 502-12: “Voluntary Specification for Field Testing of Newly Installed Fenestration Products”. Procedure A (ASTM E 1105-00, Section 12.1) - A uniform static differential pressure is applied across the fenestration within 15 seconds and maintain this pressure, along with the specified rate of water spray for 15 minutes. Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 WINDOW TESTING REPORT Project: Report Number: Project Address: Client: Date of Site Visit: Report Date: Purpose of Visit: Fenestration Field Air Leakage Resistance and Water Penetration Resistance Testing On-Site During Visit: Report By: Dennis Yarmouth Middle School South Yarmouth, MA PMA 5-17-2022 5-17-2022 Eric Pittman, James Descoteaux Eric Pittman WINDOW TESTING REPORT Conformance Criteria: Air leakage resistance tests shall be conducted at a uniform cyclic test pressure of 1.57 psf. The maximum allowable rate of air leakage shall not exceed 0.09 cfm/ft2 Water penetration resistance tests shall be conducted at a static test pressure of 6.24 PSF. No water penetration shall occur as defined in ASTM E1105-00, Section 3.2.3. (Per project specification 08 4113 3.5 as provided by PMA) ASTM E 1105-00, Section 3.2.3, defines water penetration as “penetration of water beyond a plane parallel to the glazing (the vertical plane) intersecting the innermost projection of the test specimen, not including interior trim and hardware, under the specified conditions of air pressure difference across the specimen”. Any such water penetration shall constitute failure of the water penetration resistance test. Water penetrating through the perimeter frame of the specimen shall also constitute failure. Water contained within drained flashing, gutters, and sills shall not constitute failure. On-Site Results: Weather Temperature Wind Speed Wind Direction Barometric Pressure Weather Test #1: Location Unit Type Unit Dimensions Test Pressure Photos Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 70 °F 0-3mph varied 30.1 in Hg Sunny 60" wide x 94" high 1.57 PSF attached. level 2 bld D, North Wall G2A D4-D2 Test #1: Air Leakage Resistance Testing (ASTM E 783) Time of Test Date of Test Extraneous Air Leakage (with plastic sheeting) Total Air Flow (no exterior plastic sheeting) Net Airflow Square footage of specimen Air Infiltration Rate Maximum Allowable Air Infiltration Rate Results Test #1: Water Penetration Resistance Testing (ASTM E 1105) Time of Test Date of Test Differential Pressure (psf) Duration (min.) Results Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 WINDOW TESTING REPORT 14:15 5-17-22 20 scfm 20 scfm 0.0 scfm 39.3 ft^2 0 cfm 0.09 cfm/ft^2 Meets conformance criteria of ASTM E783 14:25 5-17-22 6.24 .0 0 15 minutes Diffential pressure reduced to 0, water spray abated 15 minutes Spray Rack applied water to the exterior face of the fenestration product at 5 gal/sq. ft/hr, with interior chamber at differential pressure of 6.24 psf. No water penetration observed. Work observed was, to the best of my knowledge, in conformance with: •Project Specification 08 4113 3.5 , dated February 2, 2021 •ASTM E1105, E331, & E547 •AAMA 502, ANSI/AAMA/NWWDA 101/I.S.2-97 WINDOW TESTING 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. 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. ______ Eric Pittman Sr. Field Inspector Massachusetts - 12 Tech Circle | Natick, MA 01760 | Phone (617) 938-3774 | Fax (617) 344-0478 California - 9070 Center Avenue | Rancho Cucamonga, CA 91730 | Phone (909 587-6374 New York – 54-21 73rd Place | Maspeth, NY 11378 | Phone (515) 787-3333 Result Summary: Air leakage testing per ASTM E783-02 met the parameters set out in the project specifications and AAMA 502. Per ASTM E1105, differential air pressure was maintained within the capsule at 6.24 PSF and water spray delivery at 5.0 U.S. gal/ft^2/hour for the duration of the test period. The capsule was sealed to the interior finished wall around the rough opening, which was lined with flashing. This arrangement tested the integrity of the installation as well as the actual window. No water leakage was observed at the conclusion of the test. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: James Descoteaux Inspection Type: Engineering Inspection Pg. 1 of 1 May 17, 2022 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 DFR ID: 35781 Weather: Sunny Temperature: 65°F Permit No. : BLD-21-006153 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. 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: James Descoteaux Inspector 05-17-2022 Date Jillian Kass Staff Engineer 05-24-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Miami James Descoteaux reported to Nicholas Hull and Jon Pope with PMA at the jobsite. Assisted Eric Pittman with Window Water Leakage Testing. See Eric Pittman's report for specifications and results of testing. J5951 - Dennis Yarmouth Middle School - Exception Log Pages 1 of 5 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 5 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 5 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)N PMA 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 N PMA 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)N PMA 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 5 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)N PMA 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)N PMA 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)N PMA 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 N PMA 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 N PMA 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 N PMA 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 5 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 N PMA 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 N PMA 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)N PMA 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 N PMA Reinspection is required 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. N PMA 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.N PMA Reinspection is required Status: Work-in-Progress Legend: Status: Closed Status: Open TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: James Descoteaux Report Date: 05/16/2022 Client: PMA Consultants, LLC Date of Sampling: 05/09/2022 Lab Log No.: 19605 (4575) Reviewed by: Edmychael Colon, Lab Manager 05/16/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #:Supplier:Contractor: Set: 1 of 1 Truck #:Design Strength (psi): 1,800 @28 days Ticket#: Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (Cubes)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Locker Room Wall B27.2/W Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):54 50-90 Slump (in.):N/A N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):50 >40 Air Content (%):N/A Time Sampled:11:00 AM Aggregate Size (in):N/A Batch Time:10:45 AM Time in Truck:15 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 05/18/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 05/16/2022 Roshan Yadav 1.98 1.94 1.98 3.84 5,364 1,400 psi B 7 05/16/2022 Roshan Yadav 1.98 1.98 1.99 3.92 6,433 1,640 psi C 7 05/16/2022 Roshan Yadav 1.97 1.98 1.99 3.90 5,990 1,540 psi D 28 06/06/2022 E 28 06/06/2022 F 28 06/06/2022 7 Day Avg.:1530 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: Eric Pittman Report Date: 05/19/2022 Client: PMA Consultants, LLC Date of Sampling: 04/21/2022 Lab Log No.: 19206 Reviewed by: Edmychael Colon, Lab Manager 05/19/2022 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 #: 4000 D 3/4 Supplier: Cape Cod Ready Mix Contractor: Marguerite Set: 1 of 1 Truck #: 74 Design Strength (psi): 4,000 @28 days Ticket#: 34568 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: ext. sitework Slab on Grade at slab #1 for field sports storage shed Location when sampled: Pad #1 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):63 50-90 Slump or Spread (in.):5.25 4-7 Unit Wt (#cu ft):N/A Air Temperature (ºF):53 >40 Air Content (%):7.5 4.5-7.5 Time Sampled:1:10 PM Aggregate Size (in):3/4 3/4 Batch Time:12:20 PM Time in Truck:50 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 04/25/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 04/28/2022 Roshan Yadav 4.00 8.00 12.57 Lab 56,055 4,460 psi Type 2 B 28 05/19/2022 Roshan Yadav 4.00 8.00 12.57 Lab 75,095 5,970 psi Type 2 C 28 05/19/2022 Roshan Yadav 4.00 8.00 12.57 Lab 72,668 5,780 psi Type 2 D 28 05/19/2022 Roshan Yadav 4.00 8.00 12.57 Lab 68,970 5,490 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:5,750 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: Eric Pittman Report Date: 05/19/2022 Client: PMA Consultants, LLC Date of Sampling: 04/21/2022 Lab Log No.: 19207 Reviewed by: Edmychael Colon, Lab Manager 05/19/2022 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 #: 4000 DGRNA Supplier: Cape Cod Ready Mix Contractor: Gorilla Set: 1 of 1 Truck #: 67 Design Strength (psi): 4,000 @28 days Ticket#: 34559 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: level 1 Slab on Metal Deck at T-P/a7, auditorium seating upper two tiers Location when sampled: S/a7 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):61 50-90 Slump or Spread (in.):6 6-8 Unit Wt (#cu ft):N/A Air Temperature (ºF):52 >40 Air Content (%):3 0-3 Time Sampled:8:35 AM Aggregate Size (in):3/8 3/8 Batch Time:7:47 AM Time in Truck:48 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 04/25/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 04/28/2022 Roshan Yadav 4.00 8.00 12.57 Lab 41,734 3,320 psi Type 5 B 28 05/19/2022 Roshan Yadav 4.00 8.00 12.57 Lab 54,136 4,310 psi Type 2 C 28 05/19/2022 Roshan Yadav 4.00 8.00 12.57 Lab 59,598 4,740 psi Type 2 D 28 05/19/2022 Roshan Yadav 4.00 8.00 12.57 Lab 55,240 4,390 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,480 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory