2 - Clyde Atkins USCH Lobby Expansion Security Enhancement - Hydraulic Calculations - Bid Set 2020 12 01.PDF

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Clyde Atkins US Courthouse Lobby Expansion and Security Enhancement, Miami FL
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47PE0321R0001
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This solicitation is for expansion, renovation, and security enhancement work at the Clyde Atkins U.S. Courthouse in Miami, Florida. The project involves expanding and renovating approximately 10,894 square feet of the existing first floor entry lobby, with additional work occurring in the exterior plaza area, basement secure parking garage, second through fourth floors, and roof level. Scope of work includes interior and exterior demolition, new curtainwall and storefront systems, interior finishes, spray foam insulation, a new screening station, motorized sun shades, ballistic-rated windows and doors, gun lockers, glass partitions, signage, queueing systems, structural steel, restrooms including ADA family restroom, exterior ADA ramp and handrail, mechanical, electrical, plumbing, fire protection, envelope commissioning, third-party testing, mock-ups, and temporary and permanent security infrastructure. There are three construction options that may be exercised if funding allows for restroom work, rotunda ceiling, and plaque. The solicitation is issued by the General Services Administration Public Buildings Service Region 4.

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FIRE PROTECTION HYDRAULIC CALCULATIONS SUMMARY

Jensen Hughes

2332 Galiano Street Floor 2

Coral Gables, Florida 33134

T 305.401.3261

REMOTE DESIGN BASIS AREA – FIRST FLOOR LEVEL LOBBY

(HASS FILE NAME: CLYDE_ATKINS-TMW-1.SDF)

HAZARD CLASSIFICATION: LIGHT HAZARD (NFPA 13-4.3.2, 2019 EDITION)

MINIMUM SPRINKLER SYSTEM ZONE DENSITY: 0.10 GPM / 1,500 SQ FT (NFPA 13-19.3.3.1.1, 2019

EDITION)

DENSITY/ AREA METHOD (NFPA 13-19.3.3.2, 2019 EDITION)

AREA: 1,642 SQ FT

HOSE STREAM ALLOWANCE: 100 GPM

NUMBER OF HEADS OPERATING: 10

SPRINKLER SYSTEM WATER FLOW REQUIREMENT: 259.2 GPM

TOTAL WATER FLOW REQUIREMENT: 359.2 GPM

TOTAL PRESSURE REQUIRED AT PUMP DISCHARGE: 67.7 PSI

PRESSURE MARGIN: 38.6 PSI

SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 10/7/2020Z:\SHARED\LEGACY\US\LKMY\PROJ\1HRB00679.000.000- CLYDE ATKINS LOBBY RENOVA

JOB TITLE:

Source Nodes Node Tag Elevation Static Residual Flow Hose Stream

Pressure Pressure Allowance

(ft) (psi) (psi) (gpm) (gpm)

SRC 7.00 125.0 100.0 500 100

Node Tag Node Tag Elevation Elevation K K

(ft) (ft)

Node Data

101 23.50 5.60 102 23.50 5.60 103 23.50 5.60 104 23.50 5.60 105 23.50 5.60 106 23.50 5.60 107 23.50 5.60 108 23.50 5.60 109 23.50 5.60 110 23.50 5.60 201 23.96 0.00 202 24.58 0.00 203 24.58 0.00 204 24.58 0.00 205 24.58 0.00 206 24.58 0.00 207 24.58 0.00 208 24.58 0.00 209 24.58 0.00

210 24.58 0.00 60 24.58 0.00 40 24.58 0.00 30 24.58 0.00 28 24.58 0.00 27 24.58 0.00 18 23.96 0.00 17 23.96 0.00 16 23.96 0.00 15 23.96 0.00 14 11.50 0.00 13B 11.50 0.00 13A 11.50 0.00 13C 11.50 0.00 13 11.50 0.00 12 11.50 0.00 11 7.00 0.00 10 7.00 0.00

SRC 7.00 SOURCE

Pipe Data

Pipe Tag End Node Tags Length Fittings Diameter HWC

(ft) (ft) (in)

1 101 201 0.46 E 1.049 (A1.000) 120 2 102 202 1.08 E 1.049 (A1.000) 120 3 103 203 1.80 T 1.049 (A1.000) 120 4 104 204 1.80 E 1.049 (A1.000) 120 5 105 205 1.80 E 1.049 (A1.000) 120 6 106 206 1.80 T 1.049 (A1.000) 120 7 107 207 1.80 T 1.049 (A1.000) 120 8 108 208 1.80 E 1.049 (A1.000) 120 9 109 209 1.80 E 1.049 (A1.000) 120 9A 110 210 1.80 T 1.049 (A1.000) 120 10 201 18 19.50 2E 1.049 (A1.000) 120 11 202 203 7.08 0.0 1.049 (A1.000) 120 12 203 40 14.83 T 1.380 (A1.250) 120 13 204 30 7.41 T 1.049 (A1.000) 120 14 205 30 4.25 0.0 1.049 (A1.000) 120 15 30 40 7.96 0.0 1.380 (A1.250) 120 15A 40 206 1.96 0.0 1.610 (A1.500) 120 16 206 207 14.00 0.0 1.610 (A1.500) 120 17 207 28 3.08 T 2.067 (A2.000) 120 18 208 28 10.41 T 1.049 (A1.000) 120 19 209 210 10.00 0.0 1.049 (A1.000) 120 20 210 60 13.33 0.0 1.380 (A1.250) 120 21 60 27 7.66 T 1.380 (A1.250) 120 22 28 18 0.66 T 2.067 (A2.000) 120 23 27 17 0.66 T 1.610 (A1.500) 120 24 18 17 15.00 0.0 2.469 (A2.500) 120 25 17 16 14.00 0.0 2.469 (A2.500) 120 26 16 15 45.33 2E 2.469 (A2.500) 120

SPRINKLER SYSTEM INPUT DATA Page 2

JOB TITLE:

27 15 14 12.46 E 3.068 (A3.000) 120 28 14 13B 7.08 T 3.068 (A3.000) 120 29 13B 13A 34.75 T 3.068 (A3.000) 120 29A 13A 13C 9.83 0.0 3.068 (A3.000) 120 30 13A 13 1.16 T 3.068 (A3.000) 120

31 12 13 8.50 2EC 3.068 (A3.000) 120

32 12 11 4.50 0.0 3.068 (A3.000) 120

33 11 10 1.00 TB 3.068 (A3.000) 120

34 10 SRC 1.50 0.0 3.068 (A3.000) 120

SPRINKLER SYSTEM INPUT DATA Page 3

JOB TITLE:

SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 1

DATE: 10/7/2020TKINS LOBBY RENOVATION\CALCULATIONS\ CLYDE_ATKINS-TMW-1.SDF

JOB TITLE:

WATER SUPPLY DATA

SOURCE STATIC RESID. FLOW AVAIL. T OTAL REQ'D

NODE PRESS. PRESS. @ PRESS. @ D EMAND PRESS.

TAG (PSI) (PSI) (GPM) (PSI) ( GPM) (PSI)

SRC 125.0 100.0 500.0 111.4 3 59.2 72.8

AGGREGATE FLOW ANALYSIS:

TOTAL FLOW AT SOURCE 359.2 GPM

TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM

OTHER HOSE STREAM ALLOWANCES 0.0 GPM

TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 259.2 GPM

NODE ANALYSIS DATA

NODE TAG ELEVATION NODE TYPE PRESSURE D ISCHARGE

(FT) (PSI) (GPM)

101 23.5 K= 5.60 26.2 28.7 102 23.5 K= 5.60 16.1 22.5 103 23.5 K= 5.60 16.7 22.9 104 23.5 K= 5.60 17.0 23.1 105 23.5 K= 5.60 18.2 23.9 106 23.5 K= 5.60 20.2 25.2 107 23.5 K= 5.60 25.9 28.5 108 23.5 K= 5.60 25.3 28.2 109 23.5 K= 5.60 24.5 27.7 110 23.5 K= 5.60 26.1 28.6 201 24.0 - - - - 26.7 - - - 202 24.6 - - - - 16.2 - - - 203 24.6 - - - - 17.3 - - - 204 24.6 - - - - 17.1 - - - 205 24.6 - - - - 18.5 - - - 206 24.6 - - - - 21.1 - - - 207 24.6 - - - - 27.1 - - - 208 24.6 - - - - 25.8 - - - 209 24.6 - - - - 24.9 - - - 210 24.6 - - - - 27.3 - - - 60 24.6 - - - - 30.4 - - - 40 24.6 - - - - 20.6 - - - 30 24.6 - - - - 19.2 - - - 28 24.6 - - - - 29.6 - - - 27 24.6 - - - - 33.6 - - - 18 24.0 - - - - 32.6 - - - 17 24.0 - - - - 34.8 - - - 16 24.0 - - - - 38.0 - - - 15 24.0 - - - - 51.2 - - - 14 11.5 - - - - 58.2 - - - 13B 11.5 - - - - 60.0 - - - 13A 11.5 - - - - 63.9 - - - 13C 11.5 - - - - 63.9 - - - 13 11.5 - - - - 65.2 - - - 12 11.5 - - - - 68.3 - - - 11 7.0 - - - - 70.6 - - -

SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 2

JOB TITLE:

NODE ANALYSIS DATA

NODE TAG ELEVATION NODE TYPE PRESSURE D ISCHARGE

(FT) (PSI) (GPM)

10 7.0 - - - - 72.7 - - -

SRC 7.0 SOURCE 72.8 259.2

SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 3

JOB TITLE:

PIPE DATA

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 1 -28.7 1.049 P L 0.46 PF 0.6

101 23.5 5.6 26.2 28.7 10.6 120 F TG E PE -0.2

201 24.0 0.0 26.7 0.0 0.254 T L 2.46 PV

Pipe: 2 -22.5 1.049 P L 1.08 PF 0.5

102 23.5 5.6 16.1 22.5 8.4 120 F TG E PE -0.5

202 24.6 0.0 16.2 0.0 0.162 T L 3.08 PV

Pipe: 3 -22.9 1.049 P L 1.80 PF 1.1

103 23.5 5.6 16.7 22.9 8.5 120 F TG T PE -0.5

203 24.6 0.0 17.3 0.0 0.167 T L 6.80 PV

Pipe: 4 -23.1 1.049 P L 1.80 PF 0.6

104 23.5 5.6 17.0 23.1 8.6 120 F TG E PE -0.5

204 24.6 0.0 17.1 0.0 0.169 T L 3.80 PV

Pipe: 5 -23.9 1.049 P L 1.80 PF 0.7

105 23.5 5.6 18.2 23.9 8.9 120 F TG E PE -0.5

205 24.6 0.0 18.5 0.0 0.181 T L 3.80 PV

Pipe: 6 -25.2 1.049 P L 1.80 PF 1.4

106 23.5 5.6 20.2 25.2 9.3 120 F TG T PE -0.5

206 24.6 0.0 21.1 0.0 0.199 T L 6.80 PV

Pipe: 7 -28.5 1.049 P L 1.80 PF 1.7

107 23.5 5.6 25.9 28.5 10.6 120 F TG T PE -0.5

207 24.6 0.0 27.1 0.0 0.250 T L 6.80 PV

Pipe: 8 -28.2 1.049 P L 1.80 PF 0.9

108 23.5 5.6 25.3 28.2 10.5 120 F TG E PE -0.5

208 24.6 0.0 25.8 0.0 0.245 T L 3.80 PV

Pipe: 9 -27.7 1.049 P L 1.80 PF 0.9

109 23.5 5.6 24.5 27.7 10.3 120 F TG E PE -0.5

209 24.6 0.0 24.9 0.0 0.238 T L 3.80 PV

Pipe: 9A -28.6 1.049 P L 1.80 PF 1.7

110 23.5 5.6 26.1 28.6 10.6 120 F TG T PE -0.5

210 24.6 0.0 27.3 0.0 0.252 T L 6.80 PV

Pipe: 10 -28.7 1.049 P L 19.50 PF 6.0

201 24.0 0.0 26.7 0.0 10.6 120 F TG 2E PE 0.0

18 24.0 0.0 32.6 0.0 0.254 T L 23.50 PV

Pipe: 11 -22.5 1.049 P L 7.08 PF 1.1

202 24.6 0.0 16.2 0.0 8.4 120 F TG ---- PE 0.0

203 24.6 0.0 17.3 0.0 0.162 T L 7.08 PV

Pipe: 12 -45.4 1.380 P L 14.83 PF 3.2

203 24.6 0.0 17.3 0.0 9.7 120 F TG T PE 0.0

40 24.6 0.0 20.6 0.0 0.156 T L 20.83 PV

SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 4

JOB TITLE:

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 13 -23.1 1.049 P L 7.41 PF 2.1

204 24.6 0.0 17.1 0.0 8.6 120 F TG T PE 0.0

30 24.6 0.0 19.2 0.0 0.169 T L 12.41 PV

Pipe: 14 -23.9 1.049 P L 4.25 PF 0.8

205 24.6 0.0 18.5 0.0 8.9 120 F TG ---- PE 0.0

30 24.6 0.0 19.2 0.0 0.181 T L 4.25 PV

Pipe: 15 -47.0 1.380 P L 7.96 PF 1.3

30 24.6 0.0 19.2 0.0 10.1 120 F TG ---- PE 0.0

40 24.6 0.0 20.6 0.0 0.166 T L 7.96 PV

Pipe: 15A -92.3 1.610 P L 1.96 PF 0.5

40 24.6 0.0 20.6 0.0 14.6 120 F TG ---- PE 0.0

206 24.6 0.0 21.1 0.0 0.274 T L 1.96 PV

Pipe: 16 -117.5 1.610 P L 14.00 PF 6.0

206 24.6 0.0 21.1 0.0 18.5 120 F TG ---- PE 0.0

207 24.6 0.0 27.1 0.0 0.428 T L 14.00 PV

Pipe: 17 -146.0 2.067 P L 3.08 PF 2.5

207 24.6 0.0 27.1 0.0 14.0 120 F TG T PE 0.0

28 24.6 0.0 29.6 0.0 0.189 T L 13.08 PV

Pipe: 18 -28.2 1.049 P L 10.41 PF 3.8

208 24.6 0.0 25.8 0.0 10.5 120 F TG T PE 0.0

28 24.6 0.0 29.6 0.0 0.245 T L 15.41 PV

Pipe: 19 -27.7 1.049 P L 10.00 PF 2.4

209 24.6 0.0 24.9 0.0 10.3 120 F TG ---- PE 0.0

210 24.6 0.0 27.3 0.0 0.238 T L 10.00 PV

Pipe: 20 -56.3 1.380 P L 13.33 PF 3.1

210 24.6 0.0 27.3 0.0 12.1 120 F TG ---- PE 0.0

60 24.6 0.0 30.4 0.0 0.232 T L 13.33 PV

Pipe: 21 -56.3 1.380 P L 7.66 PF 3.2

60 24.6 0.0 30.4 0.0 12.1 120 F TG T PE 0.0

27 24.6 0.0 33.6 0.0 0.232 T L 13.66 PV

Pipe: 22 -174.2 2.067 P L 0.66 PF 2.8

28 24.6 0.0 29.6 0.0 16.7 120 F TG T PE 0.3

18 24.0 0.0 32.6 0.0 0.262 T L 10.66 PV

Pipe: 23 -56.3 1.610 P L 0.66 PF 0.9

27 24.6 0.0 33.6 0.0 8.9 120 F TG T PE 0.3

17 24.0 0.0 34.8 0.0 0.110 T L 8.66 PV

Pipe: 24 -202.8 2.469 P L 15.00 PF 2.2

18 24.0 0.0 32.6 0.0 13.6 120 F TG ---- PE 0.0

17 24.0 0.0 34.8 0.0 0.146 T L 15.00 PV

SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 5

JOB TITLE:

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 25 -259.2 2.469 P L 14.00 PF 3.2

17 24.0 0.0 34.8 0.0 17.4 120 F TG ---- PE 0.0

16 24.0 0.0 38.0 0.0 0.230 T L 14.00 PV

Pipe: 26 -259.2 2.469 P L 45.33 PF 13.2

16 24.0 0.0 38.0 0.0 17.4 120 F TG 2E PE 0.0

15 24.0 0.0 51.2 0.0 0.230 T L 57.33 PV

Pipe: 27 -259.2 3.068 P L 12.46 PF 1.6

15 24.0 0.0 51.2 0.0 11.2 120 F TG E PE 5.4

14 11.5 0.0 58.2 0.0 0.080 T L 19.46 PV

Pipe: 28 -259.2 3.068 P L 7.08 PF 1.8

14 11.5 0.0 58.2 0.0 11.2 120 F TG T PE 0.0

13B 11.5 0.0 60.0 0.0 0.080 T L 22.08 PV

Pipe: 29 -259.2 3.068 P L 34.75 PF 4.0

13B 11.5 0.0 60.0 0.0 11.2 120 F TG T PE 0.0

13A 11.5 0.0 63.9 0.0 0.080 T L 49.75 PV

Pipe: 29A 0.0 3.068 P L 9.83 PF 0.0

13A 11.5 0.0 63.9 0.0 0.0 120 F TG ---- PE 0.0

13C 11.5 0.0 63.9 0.0 0.000 T L 9.83 PV

Pipe: 30 -259.2 3.068 P L 1.16 PF 1.3

13A 11.5 0.0 63.9 0.0 11.2 120 F TG T PE 0.0

13 11.5 0.0 65.2 0.0 0.080 T L 16.16 PV

Pipe: 31 259.2 3.068 P L 8.50 PF 3.1

12 11.5 0.0 68.3 0.0 11.2 120 F TG 2EC PE 0.0

13 11.5 0.0 65.2 0.0 0.080 T L 38.50 PV

Pipe: 32 -259.2 3.068 P L 4.50 PF 0.4

12 11.5 0.0 68.3 0.0 11.2 120 F TG ---- PE 1.9

11 7.0 0.0 70.6 0.0 0.080 T L 4.50 PV

Pipe: 33 -259.2 3.068 P L 1.00 PF 2.1

11 7.0 0.0 70.6 0.0 11.2 120 F TG TB PE 0.0

10 7.0 0.0 72.7 0.0 0.080 T L 26.00 PV

Pipe: 34 -259.2 3.068 P L 1.50 PF 0.1

10 7.0 0.0 72.7 0.0 11.2 120 F TG ---- PE 0.0

SRC 7.0 SRCE 72.8 (N/A) 0.080 T L 1.50 PV

NOTES (HASS):

(1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 64622989 granted by HRS Systems, Inc.

208 Southside Square Petersburg, TN 37144

(931) 659-9760

SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 6

JOB TITLE:

(2) The system has been calculated to provide an a verage imbalance at each node of 0.002 gpm and a maxi mum imbalance at any node of 0.070 gpm.

(3) Total pressure at each node is used in balanci ng the system.

Maximum water velocity is 18.5 ft/sec at pipe 16.

(4) Items listed in bold print on the cover sheet are automatically transferred from the calculat ion report.

(5) Available pressure at source node SRC under fu ll flow conditions is

106.69 psi with a flow of 422.55 gpm.

(6) PIPE FITTINGS TABLE

HASS Pipe Table Name: standard.pip

PAGE: A MATERIAL: S40 HWC: 120

Diameter Equivalent Fitting Lengths in Fee t

(in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NTee F F45Ell

1.049 2.00 5.00 2.00 5.00 6.00 1.0 0 10.00 2.00 5.00 1.00

1.380 3.00 6.00 2.00 7.00 6.00 1.0 0 10.00 10.00 6.00 1.50

1.610 4.00 8.00 2.00 9.00 6.00 1.0 0 10.00 10.00 8.00 2.00

2.067 5.00 10.00 3.00 11.00 6.00 1.0 0 10.00 10.00 10.00 2.50

2.469 6.00 12.00 4.00 14.00 7.00 1.0 0 10.00 10.00 12.00 3.00

3.068 7.00 15.00 5.00 16.00 10.00 1.0 0 13.00 13.00 15.00 3.50

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WATER SUPPLY ANALYSIS

Static: 125.00 psi Resid: 100.00 psi Flow: 500.0 gp m

-14.7

0.0

28.0

56.0

84.0

112.0

140.0

100 150 200 250 300 350 400 450 500

FLOW (GPM)

Dashed Lines indicate extrapolated values from Test Results

Site pressures are based on hose strea m deduction at the source

G A U G E

P R E S S U R E p s i

A

1A

2A

B

LEGEND

C

1 Available pressure

111.44 psi @ 359.2 gpm

2 Required pressure

72.81 psi @ 359.2 gpm

1A Avail. OnSite Demand Press.

111.44 psi @ 259.2 gpm

2A Req. OnSite Demand Press.

72.81 psi @ 259.2 gpm

A. Source Supply Curve B. System Demand Curve C. Available at Source

SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 8

JOB TITLE:

WATER SUPPLY CURVE

132+ 121+ \\ | \\0 110+ \\ 99+ * <-100.0 psi @ 500 gpm | Flow Test Point P 88+ R | E | S | S 77+ U | R | X E | 66+ P | S | I 55+ 44+ 33+

22+ LEGEND "

| X = Required Water Supply " | 72.81 psi @ 359.2 gpm " 11+ " | 0 = Available Water Supply " | 111.44 psi @ 359.2 gpm " 0++-+---+----+-----+------+--------+--------+-- -------+-----------+ 200 300 400 500 600 700 800 900 1000

FLOW (GPM)

Hydraulic Calculations Summary
Input-Data.SDF
CLYDE_ATKINS-TMW-1.SDF

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