Permit Letter - signed.pdf

Certificate of Authorization 31717

8180 Corporate Park Dr i ve Su i te 235 C inc inna t i , Oh io 45242 (513) 984 - 1 6 6 3 www.p inne ng .com

Authority Having Jurisdiction February 27, 2024

RE: CAS Modular Shelter Tallahassee 2 (PEI Project No. 24098)

To Whom it May Concern, This letter is provided for your information with regard to Pinnacle Engineering, Inc. (PEI) involvement in the above referenced project.

Drawing sheets were prepared by the shelter supplier, Consolidated Analytical Systems (CAS), and PEI provided a structural review of these drawings. Redlined drawings indicating changes required were then provided back to the shelter supplier, who incorporated them into the final drawings. PEI then reviewed the final permit drawings. This review is limited to the stability of the shelter structure to resist overturing and uplift. The container structure, rails and all of the shelter equipment is not included.

Please accept this letter as sealed documentation of the overturning and uplift on the structure indicated in the CAS permit drawing sheets to which this letter is attached. Also enclosed are the calculations supporting this review.

If you have any questions or need further information, please feel free to call me directly.

Sincerely, Pinnacle Engineering, Inc.

Roderick A. Hooper, P.E.

Structural Engineer

James Kipton Ping, P.E.

Principal

L ENSECI

No. 60433

STATE OF

FLOR I DA

February 27, 2024

BY:______________________________DATE:__________________

SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY INCLUDING

LAYOUT AND COMPONENT SELECTION

REJECTED

APPROVED WITH

CHANGES NOTED

REVISE AND RESUBMIT

APPROVED

DRAWING / SUBMITTAL REVIEW

A

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

CAS PROJECT# 23-5668

8 X 20 AIR MONITORING CONTAINER

OCTOBER 2023

REV.A

REVISIONS

REV. DESCRIPTION DATE

A CHANGED ANALYZER FROM T640 TO 1405 9/26/2023

UNIVERSAL INLET PLATE FOR TEOM OR T640

SHEET 1 GENERAL NOTES:

D

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AA

B

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WEIGHT:

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STOCK SIZE: CONSOLIDATED

ANALYTICAL SYSTEMSDRAWN

MFNG.

P.M.

DATENAME

TITLE:

SIZE

D

DWG. NO. REV

SCALE: 1:48

A

RTL 9/6/2023

SHEET 1 OF 5

23.5668 FLORIDA DEP

(20x8 CONTAINER)

2629 Spring Grove ave, Cincinnati, OH 45214

CONSOLIDATED ANALYTICAL SYSTEMS

ENG.

PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CAS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CAS INC.

IS PROHIBITED.

Florida Certificate of Authorization 31717

PE

Pinnacle Engineering, Inc.

8180 Corporate Park Drive Suite 235

Cincinnati, Ohio 45242

(513) 984-1663 Fax: (513) 984-1688 projects@pinneng.com

THE ENGINEER'S SEAL

APPLIES TO THE

OVERTURNING AND UPLIFT

ANALYSIS OF THE

STRUCTURE ONLY

AL

DETAIL AL

SCALE 1 : 10

REVISIONS

ZONE REV. DESCRIPTION DATE APPROVED

TAG LABEL DESCRIPTION QTY.

1 CY CYLINDER 3

2 TM THERMOSTAT 1

3 CAB WALL CABINET 2

4 PMP PUMP SHELF 3

5 LT LED LIGHT 3

6 OT 120V OUTLET 11

7 LC 100A LOAD CENTER 1

8 DS 100A DISCONNECT 1

9 FN STORAGE ROOM FAN 1

10 LTS STORAGE ROOM LIGHT 1

11 SB SIGNAL ENCLOSURE 2

ITEM

NO. PART NUMBER DESCRIPTION QTY.

1 SW-03-007 200A 120/240V DISCONNECT 1

2 9000-EL-200A 200A 1PH 120/240V LOAD CENTER 1

3 RF-INLET ROOF INLET 3

4 SW-03-009 120V 20A ROOF OUTLET (GFCI) 2

5 SW-03-001.01 DEDICATED OUTLET 120V 4

6 EL-304BE 120V 20A DUPLEX OUTLET 5

7 SW-01-101 305CFM AXIAL FAN 1

8 EL-48 48" LIGHT FIXTURE 4

9 SW-01-102 STORAGE ROOM PHOTO CELL 1

10 RX24AXVJU DAIKIN MINI SPLIT HEAT PUMP 1

11 FTX24AXVJU DAIKIN MINI SPLIT HEAT PUMP (INTERIOR) 1

12 SW-02-050.01 PUMP SHELF 4

13 CAB 7 DRW 7 DRAWER CABINET 2

14 WKB-9625 WORKBENCH 26x96W 1

15 DL-9001 ALUMINUM DOOR ASSEMBLY W/HYDRAULIC

CLOSER 1

16 9000-EXHAUST EXHAUST MANIFOLD-1/4" PORTS 1

17 SP-36kA-B SURGE SUPPRSSION DEVICE 1

18 SW-02-002 8' SS TABLE W/SHELF 1

19 9000-TIE DOWN CONTAINER TIE DOWN 4

20 SW-05-A02 8x12 8x12 MODULAR DECK SYSTEM 1

21 BX-664 SIGNAL BOX 6X6X4 1

22 SW-01-005 (TOWER BRKT) BRACKET FOR T-135 MET TOWER 1

23 SW-05-018 OVERHEAD CABINET 2

24 LD-01 VERTICAL LADDER 1

25 9000-SA.03 AXIAL FAN THERMOSTAT 1

26 SW-04-103 (1405) CONTINUOUS AMBIENT PARTICULATE

MONITOR 1

SHEET 2 GENERAL NOTES:

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B

AA

B

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WEIGHT:

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STOCK SIZE: CONSOLIDATED

ANALYTICAL SYSTEMSDRAWN

MFNG.

P.M.

DATENAME

TITLE:

SIZE

D

DWG. NO. REV

SCALE: 1:48

A

RTL 9/6/2023

SHEET 2 OF 5

23.5668 FLORIDA DEP

(20x8 CONTAINER)

2629 Spring Grove ave, Cincinnati, OH 45214

CONSOLIDATED ANALYTICAL SYSTEMS

ENG.

PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CAS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CAS INC.

IS PROHIBITED.

Florida Certificate of Authorization 31717

PE

Pinnacle Engineering, Inc.

8180 Corporate Park Drive Suite 235

Cincinnati, Ohio 45242

(513) 984-1663 Fax: (513) 984-1688 projects@pinneng.com

THE ENGINEER'S SEAL

APPLIES TO THE

OVERTURNING AND UPLIFT

96"

101 3 4 "

F

D

J

238"

32.061

A

B

E

G

SHEET 3 NOTES:

A 20'Lx8'Wx8'H CONTAINER

CONTROL ROOM: 16'

STORAGE AREA: 3 1/2'

B FORK LIFT POINT

C INSULATED WALLS/CEILING (R25)

D SEAMLESS VINYL FLOORING (SLIP RESISTANT)

E INTERIOR PANELS: WHIT(FRP)

F

ALUMINUM DOOR ASSEMBLY

- HYDRAULIC DOOR CLOSER

- INSULATED W/ COMMERCIAL HANDLE

- AWNING

G

200A LOAD CENTER 1PH LOAD CENTER

- 200A DISCONNECT (NEMA 3R)

- SURGE SUPPRESSION DEVICE

H 4" PASSTHROUGH PER EXISTING CUSTOMER REQ.

J UNIVERSAL INLET PLATE FOR T640 OR TEOM

D

C

B

AA

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WEIGHT:

23.5668

STOCK SIZE: CONSOLIDATED

ANALYTICAL SYSTEMSDRAWN

MFNG.

P.M.

DATENAME

TITLE:

SIZE

D

DWG. NO. REV

SCALE: 1:48

A

RTL 9/6/2023

SHEET 3 OF 5

23.5668 FLORIDA DEP

(20x8 CONTAINER)

2629 Spring Grove ave, Cincinnati, OH 45214

CONSOLIDATED ANALYTICAL SYSTEMS

ENG.

PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CAS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CAS INC.

IS PROHIBITED.

Florida Certificate of Authorization 31717

PE

Pinnacle Engineering, Inc.

8180 Corporate Park Drive Suite 235

Cincinnati, Ohio 45242

(513) 984-1663 Fax: (513) 984-1688 projects@pinneng.com

THE ENGINEER'S SEAL

APPLIES TO THE

OVERTURNING AND UPLIFT

A A

B B

E

E

D

D

C C

BGBG

SECTION A-A

SCALE 1 : 20

METAL 7 DRAWER

BASE CABINET

SECTION "A"

SECTION "B"

BH

SECTION "E"

**UNIVERSAL

INLET PLATE FOR

T640 & TEOM

BJ

SECTION D-D

SCALE 1 : 20

STAINLESS ANALYZER TABLE

INTERIOR FRP: WHITE

SEE "DETAIL AJ"

METAL RACEWAY

SECTION "D"

3 42

SECTION C-C

SCALE 1 : 20

SECTION BG-BG

SCALE 1 : 20

DETAIL BH

SCALE 1 : 20 DETAIL BJ

SCALE 1 : 20

8X20-

CONTAINER

D

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B

AA

B

C

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STOCK SIZE: CONSOLIDATED

ANALYTICAL SYSTEMSDRAWN

MFNG.

P.M.

DATENAME

TITLE:

SIZE

D

DWG. NO. REV

SCALE: 1:35

A

RTL 9/6/2023

SHEET 4 OF 5

23.5668 FLORIDA DEP

(20x8 CONTAINER)

2629 Spring Grove ave, Cincinnati, OH 45214

CONSOLIDATED ANALYTICAL SYSTEMS

ENG.

PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CAS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CAS INC.

IS PROHIBITED.

Florida Certificate of Authorization 31717

PE

Pinnacle Engineering, Inc.

8180 Corporate Park Drive Suite 235

Cincinnati, Ohio 45242

(513) 984-1663 Fax: (513) 984-1688 projects@pinneng.com

THE ENGINEER'S SEAL

APPLIES TO THE

OVERTURNING AND UPLIFT

245"

89.5

AN

APAP

DETAIL AN

SCALE 1 : 8

SECTION AP-AP

SCALE 1 : 4

A.) (1) 3/4" WEDGE ANCHOR

B.) (1) 3/4" HEAVY HEX NUT

C.) (1) 3/4" SPLIT LOCK WASHER

D.) (1) 3/4" WASHER

ANCHOR INFORMATION:

SEE ANCHOR INFO

4"

2"

AR

AR

1/8

TYP.

6"

10.755

1 3 4 "

3 3 4 "

4"

1/8

TYP.

6.0

2"

4 " SECTION AR-AR

SCALE 1 : 2

WELDED FOOT DETAIL

1/8

TYP.

SHOWN WITH THE TIE

DOWN FOOT

SHOWN WITHOUT THE TIE

DOWN FOOT ESTIMATED WEIGHT 9500LBS

D

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B

AA

B

C

D

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WEIGHT:

23.5668

STOCK SIZE: CONSOLIDATED

ANALYTICAL SYSTEMSDRAWN

MFNG.

P.M.

DATENAME

TITLE:

SIZE

D

DWG. NO. REV

SCALE: 1:35

A

RTL 9/6/2023

SHEET 5 OF 5

23.5668 FLORIDA DEP

(20x8 CONTAINER)

2629 Spring Grove ave, Cincinnati, OH 45214

CONSOLIDATED ANALYTICAL SYSTEMS

ENG.

PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CAS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CAS INC.

IS PROHIBITED.

Florida Certificate of Authorization 31717

PE

Pinnacle Engineering, Inc.

8180 Corporate Park Drive Suite 235

Cincinnati, Ohio 45242

(513) 984-1663 Fax: (513) 984-1688 projects@pinneng.com

THE ENGINEER'S SEAL

APPLIES TO THE

OVERTURNING AND UPLIFT

ANALYSIS OF THE

STRUCTURE ONLY

3/4" Dia. Hilti Kwik Bolt 3, 4-1/4" embed

245"

89.5

AN

APAP

DETAIL AN

SCALE 1 : 8

SECTION AP-AP

SCALE 1 : 4

A.) (1) 3/4" WEDGE ANCHOR

B.) (1) 3/4" HEAVY HEX NUT

C.) (1) 3/4" SPLIT LOCK WASHER

D.) (1) 3/4" WASHER

ANCHOR INFORMATION:

SEE ANCHOR INFO

4"

2"

AR

AR

1/8

TYP.

6"

10.755

1 3 4 "

3 3 4 "

4"

1/8

TYP.

6.0

2"

4 " SECTION AR-AR

SCALE 1 : 2

WELDED FOOT DETAIL

1/8

TYP.

SHOWN WITH THE TIE

DOWN FOOT

SHOWN WITHOUT THE TIE

DOWN FOOT ESTIMATED WEIGHT 9500LBS

D

C

B

AA

B

C

D

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WEIGHT:

23.5668

STOCK SIZE: CONSOLIDATED

ANALYTICAL SYSTEMSDRAWN

MFNG.

P.M.

DATENAME

TITLE:

SIZE

D

DWG. NO. REV

SCALE: 1:35

B1

RTL 7/7/2023

SHEET 5 OF 5

FLORIDA DEP (20x8

CONTAINER)

2629 Spring Grove ave, Cincinnati, OH 45214

CONSOLIDATED ANALYTICAL SYSTEMS

ENG.

PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CAS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CAS INC.

IS PROHIBITED.

Florida Certificate of Authorization 31717

PE

Pinnacle Engineering, Inc.

8180 Corporate Park Drive Suite 235

Cincinnati, Ohio 45242

(513) 984-1663 Fax: (513) 984-1688 projects@pinneng.com

THE ENGINEER'S SEAL

APPLIES TO THE

OVERTURNING AND UPLIFT

ANALYSIS OF THE

STRUCTURE ONLY

3/4" Dia. Hilti Kwik Bolt 3, 4-1/4" embed

Air Monitoring Container

Structural Calculations

Prepared for:

Consolidated Analytical Systems

201 South Miami Avenue

Cleves, OH 45002

Pinnacle Engineering, Inc.

8180 Corporate Park Dr

Suite 235

Cincinnati, Ohio 45242

(513) 984-1663

Fax: (513) 984-1688 www.pinneng.com

PEI Project 24098

Structural Calculations

Project Information

Project Name: Air Monitoring Container

Project Location: Tallahassee, FL

Project Scope: Analysis of Container Stability

Design Criteria

Building Code: 2023 Florida Building Code

Design Loads:

Dead Loads: Container weight

Wind Loads: 107 MPH for risk category 1, Exposure C, Index of Calculations

Loading information, stability check Page 1

Check of container connections Page 2

References

2023 Florida Building Code

ASCE 7-22 Design Manual

L ENSECI

No. 60433

STATE OF

FLOR I DA

LOADING INFORMATION

Ultimate Wind Velocity (V) = 107 mph (Risk Category 1)

Exposure = C

Topographic factor (Kzt)= 1.0

Wind directionality factor (Kd)= 0.85

Velocity pressure coefficient (Kz) = 0.85

Ground elevation factor (Ke) = 1.00

Internal pressure coefficient (Gcpi)= +/-0.18

Velocity pressure (qh) 21.18 psf

00256V^2*Kzt*Kd*Kz*Ke

B = Container Width = 20 ft.

s= Height of container = 8 ft.

h= height above grade= 8 ft.

Horizontal Wind load on contaner (Wh) = 4710 lbs Ultimate

F=qh*(GCf)Af

GCf = 1.39 for B/s=20/8= 2.5, s/h=1

Af = 8'x20' = 160 sf

Wind uplift on container (Wv) = 5082 lbs Ultimate

F=qh*(GCr)Ar

GCr = 1.5 maximum value

Ar = 8'x20' = 160 sf

Total Cabinet Weight (DL) = 9500 lbs

CHECK CONTAINER OVERTURNING, UPLIFT (0.6D+0.6W)

Container is 8' wide x 20' long x 8' high

Sum moments about one side of the base using 0.6DL+0.6WL

Horizontal Wind = 0.6*Wh* (8'/2+0.05*8') = 12433 ft-lbs overturning

Wind Uplift = 0.6*Wv* 8'/2 = 12197 ft-lbs overturning

Total Overturning = 24631 ft-lbs

Cabinet Weight = 0.6*DL*8'/2 = 22800 ft-lbs resisting

24,631 ft. lbs-22,800 ft. lbs. = 1831 ft. lbs.; 1831 ft. lbs./8 ft. =229 lbs. uplift/side

0.6*9,500 lbs > 0.6*5,082 lbs so no net uplift

Page: 1 of 2

CHECK CONTAINER CONNECTION TO CONCRETE (0.9D+1.0W)

Container is 8' wide x 20' long x 8' high

Sum moments about one side of the base using 0.9DL+1.0WL

Horizontal Wind = 1.0*Wh* (8'/2+0.05*8') = 20722 ft-lbs overturning

Wind Uplift = 1.0*Wv* 8'/2 = 20329 ft-lbs overturning

Total Overturning = 41051 ft-lbs

Cabinet Weight = 0.9*DL*8'/2 = 34200 ft-lbs resisting

41,051 ft. lbs-34,200 ft. lbs. = 6851 ft. lbs.; 6851 ft. lbs./8 ft. =856 lbs. uplift/side

0.9*9500 lbs = 8550 lbs > 1.0*7047 lbs so no net uplift

Tension Load on corner bracket to concrete connection Uplift load = 856 lbs/2 locations = 428 lbs/wedge anchor

Shear Load on corner bracket to concrete connection Lateral load = 4710 lbs/4 locations = 1178 lbs/wedge anchor

3/4" Hilti Kwik bolt 3, 4-1/4" embed into 3000psi concrete, Tallow = 6,205 lbs

3/4" Hilti Kwik bolt 3, 4-1/4" embed into 3000psi concrete, Vallow = 13,365 lbs

Uplift/Tallow + Shear/Vallow = 428/6205 + 1178/13,365 = 0.16 < 1.0, OK

Page: 2 of 2