NE_Pinellas_High_School_Nuclear_Moisture_Survey_Report_1.pdf

P R O F E S S I O N A L | P R A C T I C A L | P R O V E N

6 5 0 N o r t h l a k e B o u l e v a r d | S u i t e 4 3 0 | A l t a m o n t e S p r i n g s , F L 3 2 7 0 1 t . 4 0 7 . 9 0 2 . 2 6 6 0 | u s a N O V A . c o m

December 18, 2024

Williamson Design Associates, Inc.

2605 Enterprise Drive Suite 200

Clearwater, Florida 33759

Attention: Mr. Brian Lapointe brianl@wda.biz

727-725-0951

Subject: Report for Roof Consulting and Testing Services

Northeast Pinellas High School

5500 16th Street North

St. Petersburg, FL 33703

NOVA Project No.: 10109-0524065

Dear Mr. Lapointe:

NOVA Engineering and Environmental, LLC (NOVA) appreciates the opportunity to submit the following report to Williamson Design Associates, Inc. for the completed Roof Consulting and

Testing Services. This work was performed in general accordance with NOVA’s Proposal Number

009-0524065-Rev.2, dated May 2, 2024, and the AIA Contract between WDA and NOVA, dated

July 16, 2024, and signed on August 15, 2024. Included in this report is an outline of the project understanding, the scope of services performed, and results of the roof testing services as well as photographic documentation, observed and marked-up roof drawings indicating test locations and results.

PROJECT INFORMATION

NOVA performed Field Uplift Resistance Testing (FBC TAS 124-20) Bonded Method, Field

Withdrawal Resistance of Fasteners (ANSI/SPRI FX-1) and a Nuclear Roof Moisture Survey (FBC

TAS-126) testing at Northeast Pinellas High School from November 18, 2024, through November

24, 2024. The Northeast Pinellas High School, a facility located at 5500 16th Street North in St.

Petersburg, Florida, consists of four (4) buildings throughout the campus where testing was performed. The roof sections which were the subject of our testing are as follows:

A. Building 3 is composed of two independent roof sections, covering a total area of approximately 18,300 square feet and was constructed in 2002. Each roof section consists of approximately:

• Building 3 Roof Section A – 11,400 sq. ft.

• Building 3 Roof Section B – 6,900 sq. ft.

B. Building 6 consists of seven independent roof sections, covering an area of approximately

28,536 square feet and was constructed in 1977. Each roof section consists of approximately:

mailto:brianl@wda.biz jmcadams Snapshot

Northeast Pinellas High School – Roof Testing Services December 18, 2024

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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• Building 6 Roof Section A – 1064 sq. ft.

• Building 6 Roof Section B – 1,100 sq. ft.

• Building 6 Roof Section C – 7,381 sq. ft.

• Building 6 Roof Section D – 4,400 sq. ft.

• Building 6 Roof Section E – 1,233 sq. ft.

• Building 6 Roof Section Y – 2,769 sq. ft.

• Building 6 Roof Section Z – 10,589 sq. ft.

C. Building 19 consists of three independent roof sections covering an area of approximately

23,688 square feet and was constructed in 2002. Each roof section consists of approximately:

• Building 19 Roof Section A – 13,519 sq. ft.

• Building 19 Roof Section B – 2,367 sq. ft.

• Building 19 Roof Section C – 7,802 sq. ft.

D. Building 28 consists of three independent roof sections covering an area of approximately

13,597 square feet and was constructed in 1992. Each roof section consists of approximately:

• Building 28 Roof Section A – 9,685 sq. ft.

• Building 28 Roof Section B – 3,238 sq. ft

• Building 28 Roof Section C – 674 sq. ft.

It was reported that the actual roof construction was unknown at the time of the mobilization and was later determined on-site in which core extractions were performed, defining the scope of work.

Building 6 Roof Sections Y and Z and Building 28 Roof Sections A-C were determined on-site to consist of a low-sloped modified bitumen built-up roof (BUR) over tapered polyisocyanurate insulation with a perlite coverboard mechanically secured to a structural metal decking, requiring complete removal down to the deck. NOVA performed roof system construction composition verifications and Field Withdrawal Resistance of Fasteners (ANSI/SPRI FX-1) testing associated with Building 6 (Y and Z) and Building 28 (A-C) roof sections, based on the construction of the roof systems bonded pull tests and nuclear roof moisture assessments were excluded. The remaining roof sections, where testing was performed, were generally comprised of a low-sloped modified bitumen built-up roof (BUR) system with a granulated cap sheet covering lightweight insulated concrete (LWIC) with holey board expanded polystyrene (EPS) insulation with concrete slurry installed over structural metal decking. Building 6 Roof sections Z and Y were the only sections observed with a second roof system combining both LWIC and polyisocyanurate insulation systems beneath the modified bitumen built-up membrane. The general composition of the roof systems observed was as follows:

Section

Roof Areas

Membrane

Thickness

LWIC w/ EPS

Thickness

Polystyrene

Insulation Thickness

Perlite

Coverboard

Polyisocyanurate

Insulation Thickness

3 (A & B) ~0.50” ~3 ½” ~1” - ~5 ½“ NA NA

6 (A-E) ~0.50” ~3 ½” ~1” - ~5 ½“ NA NA

6 (Y & Z) ~0.50 - ~1” ~3 ½” ~1” - ~4 ½” ~ ½” - ~1” ~1” - ~ 8 ½”

19 (A-C) ~0.50” ~3 ½” ~1” - ~5 ½ “ NA NA

28 (A-C) ~0.50” NA NA ~ ½” - ~1” ~2 - ~5 ½”

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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SCOPE OF SERVICES

1. Nuclear Roof Moisture Survey

NOVA performed a nuclear roof moisture survey in general accordance with Florida Building

Code Testing Application Standard (TAS) 126 Standard Procedures for Roof Moisture Surveys to identify areas of suspected moisture intrusion throughout the roof systems utilizing a Troxler

Model 3216 Nuclear Moisture Gauge. TAS 126 protocol covers the procedure for non-destructive testing for the presence of moisture and the subsequent destructive testing to confirm moisture content in Roof System Assemblies, including insulation utilizing an infrared camera to detect the temperature of areas within the roof system, nuclear thermography or impedance testing. The weather conditions were, on average, in the low-80s with the maximum high temperature of 83°F and mostly sunny.

A Nuclear Moisture Survey is the technique of utilizing a radioactive isotope to emit high-speed neutrons aimed downward at the roof from the roof surface from a radiation source within the scanning meter. Neutrons that encounter hydrogen atoms (water) are slowed down, a portion of which “bounce back” to be counted by detectors within the scanning meter measuring the rate of thermalization of the neutrons identifying areas of wet roof system components. Since water contains significant hydrogen atoms, areas of moisture within the roofing record higher levels of slowed neutrons at a depth of 7 inches. This test method is suggested for roof systems such as the subject roof area of this project and provides quantitative data on the amounts of moisture within the roof system.

NOVA performed the nuclear scanning on a 5’ x 5’ grid pattern over the entire roof surface.

Varying types and thicknesses of the membranes and other roofing components also contain varying quantities of hydrogen atoms, and therefore, higher levels can be detected in different areas. Ponded water will result in increased readings; however, the quantity of water below the scanning meter in these areas is generally constant. For this reason, areas of ponded water can be tested and compared separately.

Subsequent to non-destructive testing, core samples with a minimum of 2-inch diameter were taken from 1) those areas determined to be “dry” and 2) those areas found to have varying levels of moisture present and placed immediately into separate watertight containers then tested for gravimetric analysis. The roofing contractor performed the permanent roof repair procedures at extracted core locations.

1.1 Gravimetric Analysis

NOVA performed gravimetric analysis (moisture by weight testing) in compliance with ASTM

Test Method D1864. The different components of each core sample were tested separately.

Each component was cleaned of debris and weighed immediately after removal from a watertight container. “Wet” weights were recorded with their respective labeling. Each component of individual core samples was chamber-dried for 24 hours at 230°F (114°C) and reweighed with the results recorded. After the second weight measurement, the samples were subsequently replaced in the drying chamber for one additional hour. At the completion of the extra drying time, the samples were reweighed and recorded.

This process was repeated until no additional weight loss was recorded. The moisture by weight is determined for each test component utilizing the following equation below:

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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% 𝑀𝑜𝑖𝑠𝑡𝑢𝑟𝑒 𝑏𝑦 𝐷𝑟𝑦 𝑊𝑒𝑖𝑔ℎ𝑡 = 𝑊𝑒𝑖𝑔ℎ𝑡(𝑤𝑒𝑡) − 𝑊𝑒𝑖𝑔ℎ𝑡(𝑑𝑟𝑦)

𝑊𝑒𝑖𝑔ℎ𝑡(𝑑𝑟𝑦) × 100%

Core samples were obtained at each roof area in conjunction with the reading measured by the gauge as part of the nuclear roof moisture survey with the purpose of further investigating, qualifying, and quantifying the presence of subsurface moisture content. Gravimetric analysis results for extracted cores and roof composition thicknesses are reported in the tables shown below:

Building 3

Building Section Core # Nuclear

Reading

Membrane

% Moisture

LWIC %

Moisture

Polystyrene

Insulation %

Moisture

3 A D.24 9 0.3 3.2 1.0

3 A Q.24 9 1.3 3.5 1.0

3 A AC.5 12 0.3 3.3 1.7

3 A M.9 13 0.3 4.1 1.1

3 A L.13 31 3.9 25.2 37.2

3 A AD.9 31 0.2 2.6 1.5

3 B X.20 9 0.4 2.3 1.4

3 B T.2 10 0.3 2.9 0.0

3 B Q.11 12 0.2 2.9 1.0

3 B R.31 13 0.3 5.3 1.6

3 B X.22 24 0.2 5.3 3.3

3 B Z.19 28 0.1 2.8 1.7

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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Building 6

Reading

Membrane

% Moisture

LWIC %

Moisture

Polystyrene

Insulation %

Moisture

6 A B.9 9 0.2 3.4 1.7

6 A A.4 10 0.0 3.8 0.0

6 A D.3 18 0.4 3.4 0.0

6 A C.7 19 0.0 4.5 0.0

6 A A.1 34 0.8 4.5 0.0

6 A B.5 35 6.6 14.8 0.0

6 B B.9 9 0.3 4.2 2.2

6 B B.10 10 0.2 3.4 0.0

6 B B.6 15 0.2 3.6 8.7

6 B E.5 15 0.6 6.0 0.0

6 B D.4 24 0.6 4.8 0.0

6 B A.1 36 1.7 6.0 3.9

6 C I.14 8 0.5 3.1 1.6

6 C H.6 9 0.3 2.6 1.5

6 C F.18 13 0.0 3.3 0.0

6 C K.10 13 0.0 6.6 0.0

6 C A.19 33 0.0 4.6 0.0

6 C K.21 39 5.0 20.7 6.4

6 D B.4 9 0.0 2.9 0.0

6 D F.3 10 0.0 1.5 0.0

6 D H.4 15 0.0 2.5 0.0

6 D C.21 15 0.2 3.8 0.0

6 D A.2 30 0.0 1.9 0.0

6 D A.5 41 0.0 2.8 0.0

6 E H.2 9 0.0 2.3 0.0

6 E B.4 9 0.0 1.6 1.2

6 E F.7 16 0.3 3.5 1.8

6 E D.5 17 0.0 4.3 0.0

6 E I.5 28 5.6 17.2 0.0

6 E I.6 37 2.0 21.2 0.0

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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Building 19

Reading

Membrane

% Moisture

LWIC %

Moisture

Polystyrene

Insulation %

Moisture

19 A A.21 9 0.0 3.4 0.0

19 A F.3 10 0.0 2.8 0.0

19 A K.25 16 0.2 3.9 0.0

19 A N.3 17 0.2 4.2 1.0

19 A U.10 39 0.3 6.0 0.0

19 A D.22 49 2.3 12..4 3.3

19 B H.7 10 0.0 4.2 0.0

19 B E.5 11 0.6 8.9 4.5

19 B B.5 16 0.4 6.7 1.5

19 B E.2 18 0.5 11.0 1.5

19 B D.6 31 1.1 19.6 9.0

19 B F.9 33 0.7 10.0 6.9

19 C S.21 11 0.3 4.2 0.0

19 C T.15 12 0.0 4.0 0.0

19 C C.27 19 0.4 5.2 0.0

19 C I.21 19 0.3 8.2 1.6

19 C L.19 52 0.3 13.1 1.8

19 C K.19 53 0.1 9.5 9.5

NOTE: Building 6 (Y and Z) and Building 28 (A-C) roof sections nuclear roof moisture assessments with extracted cores were excluded based on roof construction composition.

1.2 Analysis of Nuclear Roof Moisture Survey with Gravimetric Analysis

The laboratory-determined total moisture content of each core sample extracted, was plotted, and compared to each core location nuclear measurement. A best-fit linear regression curve and corresponding line slope equation were developed. The line slope equation describes the average moisture percentage by dry weight of the roof assembly.

Due to the difference in time of installation and unknown factors affecting the installation process, each roof section was evaluated separately.

A representative moisture mapping roof diagram showing locations of nuclear gauge readings as well as core locations extracted is presented as Appendix D to this report. The raw results of the nuclear roof moisture survey scans per section were also arranged into histograms depicting the frequency and statistical distribution of the measurements and are presented in Appendix D of this report.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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1.3 Moisture Evaluation Criteria

Devaluation of material structural performance associated with these geographic locations are generally the result of organic or inorganic material deterioration of physical properties or dissolving of adhesives/binders of the material makeup. In general, NOVA believes that a moisture concentration level lower than levels traditionally shown to impact thermal resistance factors and typically considered during the interpretation of roof moisture survey results can negatively affect material and system performance. Considering the subject roof system construction, condition and geographic location, Florida Building Code

1521.12 states:

“Moisture content of the existing roofing assembly to be covered by a new roofing system shall not exceed 5 percent by weight in the roofing membrane and 8 percent by weight in commercially manufactured rigid board insulation as verified by moisture survey performed in accordance with TAS 126”.

Florida Building Code 1521.12 further states that “testing for moisture content shall not be required for existing lightweight insulating concrete, gypsum, and cementitious fiber roof decks. On Lightweight insulating concrete, gypsum, and cementitious wood fiber roof decks field fastener withdrawal resistance testing, in compliance with TAS 105 shall be carried out to confirm compliance with wind load requirements.”

When evaluating and determining the roof substrate moisture content to be “dry or “wet” the FBC criteria was utilized. Other criteria or standards may be applied that change the moisture classification.

NOVA’s methodology and approach to determined roof component moisture percentage from gravimetric analysis results is as follows.

• Cores samples are taken from applicable roof sections.

• Gravimetric Analysis, as described in the above section, is performed on each core sample to determine the moisture content of each material component from the roof core.

• From testing, if at least one of the material components within a roof core is determined “wet”, that core and corresponding nuclear measurement numerical reading is considered “wet”.

• If a “wet” core is determined on a roof section, that corresponding nuclear measurement numerical reading and all nuclear measurement numerical readings higher than that reading are assumed and deemed to be “wet”, with one clarifying exception. This methodology and approach, NOVA references as a corresponding wet continuation.

• The exception to corresponding wet continuation is if a taken core sample has a numerical reading higher than a tested “wet” core, and that numerical reading higher core had all material components that tested “dry”. If this occurs, then the specific numerical reading higher core only will be considered “dry”.

Note that based on field conditions in relation with gravimetric analysis results, if applicable, NOVA conclusions may warrant deviation from the above methodology and approach.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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1.4 Results

The table below summarizes the results based on the gravimetric analysis of the extracted core samples, as well as the statistical interpretation of the nuclear measurements. Refer to

Appendix D – Nuclear Roof Moisture Survey Figure.

2. Field Uplift Resistance Testing (FBC TAS 124) – Bonded Method

NOVA performed bonded uplift resistance testing – bonded method in general accordance with

FBC TAS 124. NOVA was directed by WDA to test to failure rather than a specified pass or fail criteria. McEnany Roofing contractor prepared the test areas of the roofs by cutting and removing the roof system components to expose the LWIC assemblies. The roofing contractor also provided low-rising polyurethane foam adhesive (OlyBond500 SpotShot) and 2” polyisocyanurate insulation board samples, which were utilized in the testing.

NOVA fabricated 2ft2 load transfer device panels for each of the test areas consisting of three

½” pieces of plywood secured together with wood screws and Liquid Nails adhesive with a ½” galvanized eyebolt placed in the center of the boards. The insulation board was adhered to the load transfer device panels with the OlyBond 500 adhesive applied in ribbons spaced at

6” O.C., and then adhered to the LWIC in the same manner. The test specimens were allowed to be cured for at least two hours, as required by the adhesive manufacturer.

A Digital Extractor (Roofing and Construction Pull Tester Model DFG2W200), manufactured by

Com Ten Industries and most recently calibrated on May 06, 2024, was utilized to perform the bonded pull testing. The test procedure and apparatus consisted of an aluminum tripod with block and tackle in conjunction with a calibrated load cell for applying and measuring the load applied to the roof system during the bonded pull tests. Each load transfer panel is weighed prior to testing for calculation purposes. Each load transfer panel weighs 15 lbs.

For each test, an initial load of 40 lbs. plus the weight of the load transfer panel (55 lbs.) was applied and held for a one (1) minute duration. The load of 40 lbs. plus the weight of the load transfer device was calculated to be 10 pounds per square foot (PSF) of applied pressure. When no load loss was detected after the initial one-minute duration, the applied load was increased an additional 10 PSF and held for one-minute (per cycle) increments. This procedure continued until failure occurred.

Roof Section readings

Wet Per

Section

Nuclear readings

Total Per

Section

Roof Area

Total Sq.Ft.

Wet Area

Sq.Ft.

Dry Area

Sq.Ft.

Wet Area

Dry Area

3-A 1 432 11,300 26.16 11,273.84 0.23 99.77

3-B 0 264 7,000 - 7,000.00 - 100.00

6-A 1 28 1,064 38.00 1,026.00 3.60 96.40

6-B 24 50 1,100 528.00 572.00 48.00 52.00

6-C 1 312 7,381 23.70 7,357.30 0.32 99.68

6-D 0 174 4,400 - 4,400.00 - 100.00

6-E 3 49 1,233 25.20 1,207.80 2.04 97.96

19-A 1 524 13,519 25.80 13,493.20 0.19 99.81

19-B 85 89 2,367 2,260.60 106.40 95.50 4.50

19-C 221 310 7,802 5,562.10 2,239.90 40.27 59.73

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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2.1. Test Results

Test specimens were pulled to failure at the client’s request. While TAS 124-20 generally requires 4 bonded pull tests for any roof area between 5,001 to 10,000, NOVA was requested by a WDA representative to only perform a maximum of three tests per roof section. Due to the favorable test results achieved throughout the roof sections, NOVA personnel were directed by the WDA representative to proceed with one test location on roof areas 6 A-E and 19 A-C, which is a deviation from our proposal and the FBC TAS 124-

20. Refer to Appendix E – Bonded Uplift and Fastener Withdrawal Resistance Testing

Figures. Test results for the tests performed are depicted in the table below:

Test

Location # Building

Roof

Section

(Field, Corner, Perimeter)

Failure

PSF

Failure Location

1 3 A

(Perimeter)

373 Target bolt failure

2 3 A

(Corner)

435 Test called before failure due to maximum limit reached for the pull tester.

3 3 A (Field) 429 Target bolt failure

4 3 B (Field) 435 Test called before failure due to maximum limit reached for the pull tester.

5 3 B

(Perimeter)

435 Test called before failure due to maximum limit reached for the pull tester.

6 3 B

(Corner)

435 Test called before failure due to maximum limit reached for the pull tester.

7 6 A (Field) 423 Target bolt failure

8 6 B

(Perimeter)

435 Test called before failure due to maximum limit reached for the pull tester.

9 6 C (Field) 328 Target to insulation adhesion separation

10 6 D

(Corner)

408 Target to insulation adhesion separation

11 6 E (Field) 408 Target to insulation adhesion separation

12 19 A (Field) 435 Test called before failure due to maximum limit reached for the pull tester.

13 19 B

(Perimeter)

435 Test called before failure due to maximum limit reached for the pull tester.

14 19 C

(Perimeter)

435 Test called before failure due to maximum limit reached for the pull tester.

Note: Related photos of failures show the total pounds for the full load transfer device panels, which are 4 square feet. Subtracting 15 lbs. from the weight of the load transfer device panel and dividing it by 4 square feet gives you the failure PSF shown in the chart. NOTE: Building 6 (Y and Z) and Building

28 (A-C) roof sections bonded pull tests were excluded based on roof construction composition.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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3. Fastener Withdrawal Resistance Testing (ANSI/SPRI FX-1)

NOVA performed fastener withdrawal resistance testing in general accordance with

ANSI/SPRI FX-1 Field Test Procedure for Determining the Withdrawal Resistance of Roofing

Fasteners, as requested by the client. This procedure is utilized in the field to test the pullout resistance of all types of fasteners into the load-resisting material of the roofing substrate. Before testing, roofing material shall be removed (i.e., waterproofing membrane, existing insulation).

Fasteners were installed using the same methods and tools as per during actual construction.

Fasteners were pulled out perpendicular to the deck utilizing either a hydraulic or electronic load cell with a dated calibration certificate. Testing was performed at a minimum rate of ten (10) test locations for up to 50,000 sq. ft. and five (5) additional test locations for each additional 50,000

sq. ft. or portion thereof. Testing locations were performed at various areas of the roof, including corners, perimeter, and field, to provide a representative sampling of the roof area, with 50% of the tests in the corners and perimeter areas.

Testing was performed on each building and roof section stated in the project information section of this report at 136 locations (per client’s direction) throughout the roof sections noted above.

Per WDA request, fasteners were provided by McEnany Roofing and included HD #15, 8” and

14” deck fasteners and installed fasteners at test locations. A Digital Extractor (Roofing and

Construction Pull Tester), most recently calibrated on May 06, 2024, manufactured by ComTen

Industries, was utilized to perform the testing.

3.1. Test Results

Refer to Appendix E – Bonded Uplift and Fastener Withdrawal Resistance Testing Figures.

Building 6 section Y and Z checked for composition at varying heights (highest point, middle point to lowest point) then reutilized to perform a fastener withdrawal pull test. Fastener withdrawal resistance testing results are as follows:

NE Pinellas High School Fastener Pull Test

Building Location ID Sample Number

Plan Identifier

Initial Failure Load (lbf) Field, Perimeter or Corner

Building 3A

1 A.27 1018.9 F P C

2 I.1 637.9 F P C

3 AD.0 642.9 F P C

4 G.1 637.1 F P C

5 A.16 1241.1 F P C

6 D.24 516.7 F P C

7 L.13 289.1 F P C

8 M.9 689.4 F P C

9 AA.21 693.1 F P C

10 G.6 714.2 F P C

Building 3B

11 Z.23 773.8 F P C

12 AA.2 1318 F P C

13 P.10 724.6 F P C

14 AA.16 614.8 F P C

15 W.2 272.1 F P C

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16 O.4 835.5 F P C

17 X.20 1013.4 F P C

18 Z.19 543 F P C

19 R.15 898.7 F P C

20 V.12 573.8 F P C

Building 6A

21 A.1 479.2 F P C

22 D.1 794.7 F P C

23 D.9 492.6 F P C

24 D.3 492.6 F P C

25 A.4 565.8 F P C

26 B.9 1001.5 F P C

27 B.5 794.9 F P C

28 C.7 432.6 F P C

29 B.4 525.4 F P C

30 C.1 529.3 F P C

Building 6B

31 E.1 332.2 F P C

32 A.1 1559.5 F P C

33 E.10 387.1 F P C

34 B.10 586.1 F P C

35 E.5 958.9 F P C

36 C.1 395.2 F P C

37 D.4 309.2 F P C

38 B.6 271.8 F P C

39 B.9 626.4 F P C

40 C.5 513.8 F P C

Building 6C

41 A.1 254.7 F P C

42 F.27 800.8 F P C

43 L.22 810.8 F P C

44 A.19 496.5 F P C

45 L.2 359.5 F P C

46 B.27 366 F P C

47 H.6 468.5 F P C

48 K.10 280.3 F P C

49 I.14 586.2 F P C

50 F.18 1543.5 F P C

Building 6D

51 D.37 1143.7 F P C

52 A.3 540.2 F P C

53 L.9 483.2 F P C

54 D.29 623.9 F P C

55 A.6 563.1 F P C

56 H.9 564.5 F P C

57 C.22 1059.1 F P C

58 B.5 1121.1 F P C

59 F.4 1014.1 F P C

60 H.4 336.7 F P C

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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Building 6E

61 A.4 588.1 F P C

62 A.7 323.4 F P C

63 G.3 1166.6 F P C

64 H.2 547.3 F P C

65 E.4 536.2 F P C

66 A.5 567.2 F P C

67 I.5 1140 F P C

68 I.6 598.8 F P C

69 F.7 451.5 F P C

70 D.5 536.6 F P C

Building 6Y

71 "high" 487.1 F P C

72 "med" 277.7 F P C

73 "low" 246.8 F P C

Building 6Z

74 "high" 575.1 F P C

75 "med" 277.6 F P C

76 "low" 616 F P C

Building 19A

77 W.3 390.6 F P C

78 W.10 657.1 F P C

79 W.25 340.2 F P C

80 K.25 392.3 F P C

81 L.13 309.2 F P C

82 D.22 586.7 F P C

83 C.7 542 F P C

84 A.21 604.7 F P C

85 F.3 657 F P C

86 N.3 551.4 F P C

Building 19B

87 H.12 337.8 F P C

88 B.9 288.8 F P C

89 B.12 607.1 F P C

90 E.12 290.4 F P C

91 H.1 499.2 F P C

92 H.7 387.2 F P C

93 F.9 528.1 F P C

94 E.5 355.9 F P C

95 E.2 482.4 F P C

96 D.6 731.7 F P C

Building 19C

97 Q.10 1053.7 F P C

98 P.17 329.2 F P C

99 G.15 333.4 F P C

100 G.22 336 F P C

101 R.1 867.1 F P C

102 D.22 1051.9 F P C

103 C.27 259.4 F P C

104 K.19 524.2 F P C

105 T.15 448.7 F P C

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

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106 S.21 486.6 F P C

Building 28A

107 J.11 681.8 F P C

108 P.9 675.8 F P C

109 K.1 734.4 F P C

110 D.1 1338.4 F P C

111 B.10 654.7 F P C

112 A.20 707.5 F P C

113 A.34 733.5 F P C

114 I.34 1182 F P C

115 L.24 762.3 F P C

116 N.15 684.7 F P C

Building 28B

117 P.4 589.7 F P C

118 J.4 1166.9 F P C

119 G.1 611.4 F P C

120 F.6 713.6 F P C

121 D.3 684.1 F P C

122 A.1 507.7 F P C

123 A.4 723.3 F P C

124 B.8 728.7 F P C

125 M.6 1723.5 F P C

126 N.10 663.4 F P C

Building 28C

127 J.1 608 F P C

128 H.2 595 F P C

129 H.4 408.4 F P C

130 G.1 648.8 F P C

131 D.2 619.5 F P C

132 D.3 689.8 F P C

133 B.3 679.2 F P C

134 A.2 618.8 F P C

135 D.1 685.4 F P C

136 C.1 725.6 F P C

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 14

LIMITATIONS

These results and observations presented in this report are time-dependent, and, as such, conditions may have changed since the scope of services was performed. NOVA performed this

Scope of Services, which is limited to the specific focus outlined. No random testing can wholly eliminate uncertainty regarding the potential for other deficient areas in connection with a property. All opinions and recommendations are solely based on the conditions observed from the areas accessible during the site visits. NOVA’s assessment and recommendations represent our professional opinion only.

Therefore, NOVA cannot, under any circumstances, make a statement of warranty or guarantee, expressed or implied, that deficient areas are limited to those that are discovered while we were performing the services on the Project.

NOVA was not contracted to provide investigative services to detect the presence of mold or other biological contaminates in or around the building. Client acknowledges that these contaminates are ubiquitous to the environment with amplification occurring when the building materials are impacted by moisture. As such, NOVA cannot and shall not be held responsible for the occurrence of contaminate amplification.

NOVA is not responsible for damage incurred due to this investigation, nor is NOVA the designer of record for this Project. NOVA is not responsible for damage to the structure or surrounding areas that may have resulted from the testing. The roofing contractor McEnany Roofing hired by the WDA, performed permanent roof repairs to the tested areas. NOVA takes no responsibility for leaks or results/effects of. NOVA is not responsible for voiding any roof warranties.

NOVA’s evaluation is not a code compliance survey, nor an As-Built Drawing investigation. NOVA’s recommendations should not be considered a design document. Any revisions made to the findings enumerated in this report should be brought to the attention of NOVA. If deviations from notated construction or conditions are encountered during remedial applications, NOVA requires notification.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 15

CLOSURE OF SERVICES

We would like to thank you for contracting with NOVA Engineering & Environmental, LLC for your professional service needs, and we appreciate working with you on this exciting project. If you have any questions regarding the information provided in this report or if NOVA can be of further assistance to you on future projects, please don’t hesitate to contact us.

NOVA ENGINEERING & ENVIRONMENTAL, LLC

Jacob McAdams Brandon Mahanna, CABS, CIT, REWO, WBA-BDT

Engineering Technician Principal Project Manager

Facilities & Enclosure Services Facilities & Enclosure Services

Attachments: Appendix A – Photo Narrative - Bonded Uplift Testing

Appendix B – Photo Narrative – Fastener Withdrawal Resistance Testing

Appendix C – Photo Narrative – Nuclear Roof Moisture Survey

Appendix D – Nuclear Roof Moisture Survey Figures

Appendix E – Bonded Uplift & Fastener Withdrawal Resistance Testing Figures

APPENDIX A

PHOTO NARRATIVE - BONDED UPLIFT TESTING

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 16

PHOTO NARRATIVE – Bonded Uplift Testing

Photo 1: Typical adhesion test sample location preparation overview. The existing roof system assemblies were removed, and the LWIC surface was cleaned of loose dust and other contaminants.

Photo 2: Typical adhesion test sample location preparation overview. The 24” x 24” insulation target was installed over OlyBond 500 low-rising polyurethane foam adhesive. The insulation was

2” thick. The adhesive ribbon spacing was approximately 6”.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 17

Photo 3: Typical adhesion test sample location preparation overview. The 24” x 24” insulation target was installed over OlyBond 500 low-rising polyurethane foam adhesive. The insulation was

2” thick. The adhesive ribbon spacing was approximately 6”.

Photo 4: Typical bonded adhesion test specimen setup directly before the test performance.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 18

Photo 5: Typical bonded adhesion test specimen setup directly before the test performance.

Photo 6: Building 6, Roof Section D, target location 10. Overview prior to the test performance.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 19

Photo 7: Building 6, Roof Section D, target location 10. Target to insulation adhesion separation.

Photo 8: Building 6, Roof Section D, target location 10. Overview of the test specimen directly after test performance completion.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 20

Photo 9: Building 3, Roof Section A, target location 1. Overview prior to the test performance.

Photo 10: Building 3, Roof Section A, target location 1. Target bolt separating from the wooden specimen directly after the test performance completion.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 21

Photo 11: Building 19, Roof Section B, target location 13. Overview prior to the test performance.

Photo 12: Building 19, Roof Section B, target location 13. Overview of the pull tester reaching its threshold capacity of about 1800 during the testing performance.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 22

Photo 13: Building 19, Roof Section B, target location 13. Overview of the test specimen directly after test performance completion.

Photo 14: Building 6, Roof Section B, target location 8. Overview prior to the test performance.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 23

Photo 15: Building 6, Roof Section B, target location 8. Overview of the pull tester reaching its threshold capacity of about 1800 during the testing performance.

Photo 16: Building 6, Roof Section B, target location 8. Overview of the test specimen directly after test performance completion.

APPENDIX B

PHOTO NARRATIVE - FASTENER WITHDRAWAL

RESISTANCE TESTING

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 24

PHOTO NARRATIVE – Fastener Withdrawal Resistance Testing

Photo 17: Prior to performing each pull test, the fastener pull test device was set to zero.

Photo 18: Complete roof composition down to the metal deck was removed and documented to determine the scope of work prior to testing performance.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 25

Photo 19: Complete roof composition down to the metal deck was removed prior to each fastener pull test.

Photo 20: Complete roof composition down to the metal deck was removed prior to each fastener pull test.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 26

Photo 21: Overview of a typical fastener pull test (Perimeter). Located on Building 6-Z.

Photo 22: Perimeter fastener pull test results along Building 6-Z reading 616.0 lbf.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 27

Photo 23: Overview of a typical fastener pull test (Field). Located on Building 3B.

Photo 24: Typical field fastener pull test results along Building 3B reading 898.7 lbf.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 28

Photo 25: Overview of a typical fastener pull test (Perimeter). Located on Building 6A.

Photo 26: Typical perimeter fastener pull test results along Building 6A reading 565.8 lbf.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 29

Photo 27: Overview of a typical fastener pull test (Perimeter). Located on Building 3A.

Photo 28: Typical perimeter fastener pull test results along Building 3A reading 1241.1 lbf.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 30

Photo 29: Overview of a typical fastener pull test (Field). Located on Building 3A.

Photo 30: Typical field fastener pull test results along Building 3A reading 1013.4 lbf.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 31

Photo 31: Overview of a typical fastener pull test (Field). Located on Building 6A.

Photo 32: Typical field fastener pull test results along Building 6A reading 794.9 lbf.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 32

Photo 33: Overview of a typical fastener pull test (Field). Located on Building 6Z

Photo 34: Typical field fastener pull test results along Building 6Z reading 575.1 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 33

Photo 35: Overview of a typical fastener pull test (Corner). Located on Building 28C.

Photo 36: Typical corner fastener pull test results along Building 28C reading 608.0 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 34

Photo 37: Overview of a typical fastener pull test (Field). Located on Building 28C.

Photo 38: Typical field fastener pull test results along Building 28C reading 595.0 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 35

Photo 39: Overview of a typical fastener pull test (Perimeter). Located on Building 28C.

Photo 40: Typical perimeter fastener pull test results along Building 28C reading 685.4 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 36

Photo 41: Overview of a typical fastener pull test (Perimeter). Located on Building 28A

Photo 42: Typical perimeter fastener pull test results along Building 28A reading 713.6 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 37

Photo 43: Overview of a typical fastener pull test (Field). Located on Building 28B.

Photo 44: Typical field fastener pull test results along Building 28B reading 589.7 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 38

Photo 45: Overview of a typical fastener pull test (Corner). Located on Building 28B.

Photo 46: Typical corner fastener pull test results along Building 28B reading 507.7 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 39

Photo 47: Overview of a typical fastener pull test (Field). Located on Building 19C.

Photo 48: Typical field fastener pull test results along Building 19C reading 329.2 lbf

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 40

Photo 49: Overview of a typical fastener pull test (Corner). Located on Building 19B.

Photo 50: Typical corner fastener pull test results along Building -- reading 607.1 lbf

APPENDIX C

PHOTO NARRATIVE - NUCLEAR MOISTURE SURVEY

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 41

PHOTO NARRATIVE – Nuclear Moisture Survey

Photo 51: Nuclear moisture survey 5’ x 5’ grit preparation. Typical throughout the project. Grit lines were established from most southeast corner as A1.

Photo 52: Moisture survey equipment placement during the test performance. Typical condition.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 42

Photo 53: Moisture survey equipment placement during the test performance. Typical condition.

Photo 54: Moisture survey equipment was placed during the test performance, and readings were displayed in a typical condition.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 43

Photo 55: Core sample removal in progress conditions. Typical for sample procedures throughout the project. .

Photo 56: Roof core sample overview after the sample collection completion. Typical condition.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 44

Photo 57: Roof assembly typical composition overview.

Photo 58: Roof assembly typical composition overview.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 45

Photo 59: Concrete layer typical thickness.

Photo 60: Roof assembly typical membrane composition and thickness.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 46

Photo 61: Roof assembly typical polyisocyanurate insulation composition and thickness.

Photo 62: Roof assembly typical perlite coverboard composition and thickness.

Williamson Design Associates, Inc. NOVA Project Number 10109-0524065

Page | 47

Photo 63: Evidence of elevated moisture observed in the light weight insulated concrete (LWIC).

Photo 64: Evidence of elevated moisture observed in the polyisocyanurate insulation.

APPENDIX D

NUCLEAR ROOF MOISTURE SURVEY FIGURES

SITE LOCATION:

CLIENT: DRAWING INDEX:

0.0 Project Information

1.0 Overall Site Plan

3A Nuclear Survey Results Roof Area 3A 3B Nuclear Survey Results Roof Area 3B

6A Nuclear Survey Results Roof Area 6A 6B Nuclear Survey Results Roof Area 6B 6C Nuclear Survey Results Roof Area 6C 6D Nuclear Survey Results Roof Area 6D 6E Nuclear Survey Results Roof Area 6E

19A Nuclear Survey Results Roof Area 19A 19B Nuclear Survey Results Roof Area 19B 19C Nuclear Survey Results Roof Area 19C

Pinellas Northeast High School - Nuclear Survey Moisture Results

DESIGN:

NOVA Engineering & Environmental 650 Northlake Boulevard, Suite 430 Altamonte Springs, Florida 32701

5500 16th Street North St. Petersburg, Florida 33703

WDA

2605 Enterprise Road East Suite 200 Clearwater, Florida 33759

0.0Project Information

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

SITE PLAN:

5500 16th Street North St. Petersburg, FL

N

BUILDING 6 BUILDING 3

BUILDING 19

54th Ave N th

S tre et N

BUILDING

NOT IN

SCOPE

BUILDING 19

19-C

ROOF AREA

19-B

19-A

ROOF AREA

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING

NOT IN

SCOPE

BUILDING 6

ROOF AREA

6-Z

(NOT IN SCOPE)

6-C

ROOF AREA

ROOF AREA

6-Y

(NOT IN

SCOPE)

6-D

ROOF AREA 6-E

6-B 6-A

BUILDING 3

3-B

ROOF AREA 3-A

ROOF AREA

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

SCALE: NTS

OVERALL BUILDING SITE PLAN

1.0Overall Site Plan

N

ROOF AREA

28-A (NOT

IN SCOPE)

ROOF AREA

28-B (NOT

IN SCOPE)

ROOF AREA

28-C (NOT

IN SCOPE)

LEGEND

# NUCLEAR GAUGE READING VALUE

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

19 18

23 16 9 11 17 15 15 10 18 19 19 17

CORE D24 CORE Q24

CORE L13

CORE M9

CORE AC5

CORE AD9

CORE Q11

CORE R31

CORE X22

CORE X20

CORE Z19

CORE T2

Histogram - Survey Quantity Results per Roof Area

SCALE: NTS

SURVEY VALUES - ROOF AREA 3A1

ROOF AREA 3B

3ANuclear Survey Results Roof Area 3A

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

3 Gravimetrics Results

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

19 18

23 16 9 11 17 15 15 10 18 19 19 17

CORE Q24

CORE L13

CORE AC5

CORE AD9

CORE Q11

CORE R31

CORE X22

CORE X20

CORE Z19

CORE T2

Histogram - Survey Quantity Results per Roof AreaSCALE: NTS

SURVEY VALUES - ROOF AREA 3B1

ROOF AREA 3A

3BNuclear Survey Results Roof Area 3B

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

ROOF AREA 3A 3 Gravimetrics Results

C

LEGEND

# NUCLEAR GAUGE READING VALUE

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

Histogram - Survey Quantity Results per Roof Area

SCALE: NTS

SURVEY VALUES - ROOF AREA 6A1 2

6ANuclear Survey Results Roof Area 6A

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

BUILDING 6 KEY PLAN

14 29 29 33

34 20 28 28

CORE A1

CORE D3

CORE A4

CORE B5

CORE C7

CORE B9

6-C

6-D6-E

6-B6-A

ROOF AREA

6-Y

(NOT IN

SCOPE)

ROOF AREA

6-Z

(NOT IN SCOPE)

CORE A1

CORE D

CORE E5

ORE B6

CORE B9

CORE B10

LEGEND

# NUCLEAR GAUGE READING VALUE

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

Histogram - Survey Quantity Results per Roof Area

SCALE: NTS

SURVEY VALUES - ROOF AREA 6B1 2

6BNuclear Survey Results Roof Area 6B

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

BUILDING 6 KEY PLAN

6-C

6-D6-E

6-B6-A

ROOF AREA

6-Y

(NOT IN

SCOPE)

ROOF AREA

6-Z

(NOT IN SCOPE)

3 Gravimetrics Results24

CORE D4

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

CORE A19

CORE F18

CORE K21

CORE I14

CORE K10

CORE H6

25 12 10 21 12

CORE C21

6-C

6-D6-E

6-B6-A

Histogram - Survey Quantity Results per Roof AreaSCALE: NTS

SURVEY VALUES - ROOF AREA 6C1 2

6CNuclear Survey Results Roof Area 6C

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

ROOF AREA

6-Y

(NOT IN

SCOPE)

ROOF AREA

6-Z

(NOT IN SCOPE)

BUILDING 6 KEY PLAN

ROOF AREA 6D

CORE A2

CORE B4

CORE A5

CORE F3

CORE H4

CORE H2

CORE I6

CORE A19

CORE D3

CORE C21

CORE B5

CORE B9

LEGEND

# NUCLEAR GAUGE READING VALUE

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

6-C

6-D6-E

6-B6-A

Histogram - Survey Quantity Results per Roof AreaSCALE: NTS

SURVEY VALUES - ROOF AREA 6D1

ROOF AREA 6C

6DNuclear Survey Results Roof Area 6D

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

MATCHLINE

MATCHLINE

ROOF AREA

6-Y

(NOT IN

SCOPE)

ROOF AREA

6-Z

(NOT IN SCOPE)

BUILDING 6 KEY PLAN

ROOF AREA 6E

ROOF

AREA 6B

ROOF AREA 6C

ROOF AREA 6E

CORE A2

CORE B4

CORE A5

CORE H2

CORE I5

CORE I6CORE F7

CORE D5

CORE B4

LEGEND

# NUCLEAR GAUGE READING VALUE

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

Histogram - Survey Quantity Results per Roof Area

SCALE: NTS

SURVEY VALUES - ROOF AREA 6E1 2

6ENuclear Survey Results Roof Area 6E

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

ROOF AREA 6D

ROOF AREA 6Z

(NOT IN SCOPE)

6-C

6-D6-E

6-B6-A

ROOF AREA

6-Y

(NOT IN

SCOPE)

ROOF AREA

6-Z

(NOT IN SCOPE)

BUILDING 6 KEY PLAN

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE13

X

X

CORE A21

CORE D22

CORE F3 CORE N3

CORE U10

CORE K25

20 24 17 23 22 25 19 20

281921232518271518141518171827 CORE I12CORE E2 Histogram - Survey Quantity

Results per Roof AreaSCALE: NTS

SURVEY VALUES - ROOF AREA 19A1 2

19ANuclear Survey Results Roof Area 19A

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

ROOF AREA 19C

ROOF AREA 19B

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

16 13 29 23 14 16 16 16222113

17251816

CORE B5 CORE E5

CORE D6

CORE F9

CORE E2

CORE H7

Histogram - Survey Quantity Results per Roof AreaSCALE: NTS

SURVEY VALUES - ROOF AREA 19B1 2

19BNuclear Survey Results Roof Area 19B

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

ROOF AREA 19C

ROOF AREA 19A

CORE LOCATION

HATCH INDICATES MOISTURE MEASURED

IN SUBSTRATE

X

X

CORE K25

CORE I12

CORE K19

CORE L19

CORE S21

CORE T15

CORE E5

CORE E2

CORE H7

Histogram - Survey Quantity Results per Roof AreaSCALE: NTS

SURVEY VALUES - ROOF AREA 19C1 2

19CNuclear Survey Results Roof Area 19C

Client:

WDA

2605 Enterprise Road, East Suite 200 Clearwater, Florida 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

5500 16th Street North, St. Petersburg, Florida 33703

Sheet:Pinellas Northeast High School - Nuclear Survey NOVA Project No.: 10109-0524065 Date: 12/13/2024

N

ROOF

AREA 19B

ROOF

AREA 19A

3 Gravimetrics Results

CORE C27

NUCLEAR ROOF MOISTURE SURVEY FIGURESBONDED UPLIFT AND FASTENER WITHDRAWAL

RESISTANCE TESTING FIGURES

APPENDIX E

Client:

William Design Associates Inc, 2605 Enterprise Road East, Suite 200 Clearwater, FL 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

Sheet:

NOVA Project No.: Date:

SCALE: NTS1 BONDED / FASTENER TEST LOCATIONSCATI

FASTENER PULL TEST LOCATION

BONDED PULL TEST LOCATION

LEGEND

LEGEND

# NUCLEAR GAUGE READING VALUE

CORE LOCATION

SCALE: NTS

SURVEY VALUES - ROOF AREA 3A1

Pinellas Northeast High School - Fastener and Bonded Pull Test 5500 16th Street North St. Petersburg, FL 33703

10109-0524065 12/18/2024

Fastener / Bonded Results Roof Area 3A 1.0

SCALE: NTS2 Fastener Pull Test Results per Roof Area

SCALE: NTS

Bonded Pull Test Results per Roof Area3

A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD

P

C

F

C

C

P

P

F

F

F

Roof Area 3B

2605 Enterprise Road East, Suite 200 Clearwater, FL 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

Sheet:

NOVA Project No.: Date:

SCALE: NTS

BONDED / FASTENER TEST LOCATIONS1

SCALE: NTS

Bonded Pull Test Results per Roof Area3

FASTENER PULL TEST LOCATION

BONDED PULL TEST LOCATION

LEGEND

LEGEND

# NUCLEAR GAUGE READING VALUE

CORE LOCATION

SCALE: NTS

SURVEY VALUES - ROOF AREA 1

C

F

P

A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD

C

C

P

P

F

F

F

SCALE: NTS

Fastener Pull Test Results per Roof Area2

N

Pinellas Northeast High School - Fastener and Bonded Pull Test 5500 16th Street North St. Petersburg, FL 33703

10109-0524065 12/18/2024

Fastener / Bonded Results Roof Area 3B 1.1

Roof Area 3A

2605 Enterprise Road East, Suite 200 Clearwater, FL 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

Sheet:

NOVA Project No.: Date:

FASTENER PULL TEST LOCATION

BONDED PULL TEST LOCATION

LEGEND

SCALE: NTS

BONDED / FASTENER TEST LOCATIONS1

A B C D

C

P

F

C

C

P

P

F

F

F

N

SCALE: NTS

Fastener Pull Test Results per Roof Area2

SCALE: NTS

Bonded Pull Test Results per Roof Area3

Pinellas Northeast High School - Fastener and Bonded Pull Test 5500 16th Street North St. Petersburg, FL 33703

10109-0524065 12/18/2024

Fastener / Bonded Results Roof Area 6A 2.0

2605 Enterprise Road East, Suite 200 Clearwater, FL 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

Sheet:

NOVA Project No.: Date:

FASTENER PULL TEST LOCATION

BONDED PULL TEST LOCATION

LEGEND

SCALE: NTS

Fastener Pull Test Results per Roof Area2

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BONDED / FASTENER TEST LOCATIONS1

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Bonded Pull Test Results per Roof Area3

A B C D

C

P

F

E

C

C

P

P

F

F

F

Pinellas Northeast High School - Fastener and Bonded Pull Test 5500 16th Street North St. Petersburg, FL 33703

10109-0524065 12/18/2024

Fastener / Bonded Results Roof Area 6B 2.1

2605 Enterprise Road East, Suite 200 Clearwater, FL 33759

650 Northlake Blvd, Suite 430 Altamonte Springs, FL 32701 office: (407) 902-2660 www.usanova.com

Sheet:

NOVA Project No.: Date:

FASTENER PULL TEST LOCATION

BONDED PULL TEST LOCATION

LEGEND

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L

1610 13

CO

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