ESBD_384085_1736783015748_Eagle Landing Phase I - Fire Drawings.pdf

9' -1

1½ 44'-2

21'-5 8 77'-7

31'-1½

6'-

25'-6½

18'-4

2 4' -6

51'-3½

812'-9½

'-6

'-5 ½

1 2 3 4 5

BATHROOM

(27 SF)

DORM ROOM DORM ROOM

SEE SITE PLAN

FOR CONT.

3' -6

40'-0

7' -0

11'-0 11'-0 5'-05'-0

7' -7

CLOSET

PATIO

7'-1 7'-1

102 103

104 64

1 3' -0

1'-0½

1'-5½

4'-1½

3'

-1 1½ 1

3' -1

1½ 1 3'

-1 1½

11'-0

1'-5½

6'-10½

8'- 2 F

F

250'-0

9' -6

8'-0

7'-0

8' -8

STRAIGHT SAMMY SCREW

Pipe

Sammy XP-20

METAL STRUCTURE

Swivel Ring

3/8 ALL THREAD

XP-20

PIPE TO BE AS TIGHT AS POSSIBLE TO DECK

Sprinkler Legend Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temp

Victaulic V2740 V27 2 4.9 Pendent ½ Quick Chrome 155 °F Victaulic V3610 FL-QR/DRY/SW 3 5.6 Sidewall 1 Quick Chrome 155 °F

Total = 5

1½" WATTS BACKFLOW PREVENTER MODEL 2000B-FP

BUTTERBALL VALVES W/TAMPER

1" INSPECTORS TEST AND DRAIN VALVE ELECTRIC BELL

WIRING BY OTHERS

LOCATE ON EXTERIOR

OF SPRINKLER RM

WITH 1/2" TEST ORIFICE

TERMINATE TO EXTERIOR

1" TO SYSTEM

1½" RISER CHECK WITH SYS GAUGE

ACCESS PANEL BY OTHERS

2" GALVANIZED SCH40 PIPING FROM UNDERGROUND

FLOW SW.

1½" GALVANIZED SCH40 PIPE NIPPLE (THDXGRV)

FireLock™ Series 775 Butterfly Valve Wall Post Indicator Assembly

SET TO OPERATE BETWEEN 45-60 SEC

1½" X 1" REDUCER

2X1½ RED COUPLING

2x2x1 GALVANIZED TEE FOR DOM CONNECTION

DOM. CONNECTION AND CONTINUATION BY OTHERS

OCCUPANCY GROUP: R

TYPE OF CONSTRUCTION: iib

BUILDING SQ FT:

scope overview:

provide fire sprinkler system for each of the 11 new dormitories

FP-1 NOTE: 1/16" = 1'-0"

TEXICAN FP TO START 1'-0" AFF

PROJECT SITE PLAN1

SPRINKLERS NOT REQ'D IN

FP-1

1/4" = 1'-0"

TYPICAL FLOOR PLAN (BLDG 1-11)

NOTE:

ALL WIRING BY OTHERS

NOTE:

RISER DETAIL3

NTSFP-1

TEXICAN FP TO START 1'-0" AFF

PHASE II

BATHROOMS PER 13R - 8.15.8.1.1

LAUNDRY BLDG

(SEPARATE SUBMITTAL)

WALL MOUNTED POST INDICATOR

NOTE - INSTALL BETWEEN 3-5' CENTERLINE ABOVE GRADE

GATE VALVE

GATE VALVE

TRANSITION TO GALVANIZED

SCH 40 PIPING AT THIS LOCATION

AND CONTINUE INTO BUILDING

3X2 RED

8X8X3 TEE

USE CHAIN AND LOCK IN-LIEU OF TAMPER SW

ALL UNDERGROUND PIPING IS PVC UNO

ALL PIPING TO BE CONCEALED

SEE SECTION 4/FP-1

*DOMESTIC DEMAND 13.2GPM INCLUDED

DOMESTIC DEMAND

Supply Flow Test Data Static Pressure 49.000 Residual Pressure: 42.000 Flow 1060.00 Outside Hose Flow 100.00 Test Conducted By RYAN BEAN (TEXARKANA WATER UTIL) Date of Test 7/19/2024

AS-BUILT SUBMITTAL OTHER

N O

DESCRIPTION:

D

AT

E

SCALE: 1/8"=1'-0"

SITE PLAN & PROJECT INFORMATION

RME-SIGNATURE:

TEMP HOUSING - TEXAS A&M

236 E Frank StreetWILLS POINT, TEXAS 75169

(903) 829-6014 Grand Saline, Texas 75140

TEXICAN FIRE PROTECTION, LLC

R

EV

IS

IO

N

SCR-G-2217837

DRAWN BY: JCJ

I HAVE REVIEWED THESE PLANS AND

CERTIFY THAT THEY COMPLY WITH THE

ADOPTED NFPA STANDARDS.

DATE:

149 PRIVATE ROAD 6127

DATE:

PROTECTION

SPRINKLERS SHALL BE LOCATED A MINIMUM OF 4" FROM A WALL

FSR# 04033

RME-

PROVIDE HEAD GUARDS TO SPRINKLERS SUBJECT TO DAMAGE

MATTHEW MEREDITH

CHECKED BY: M.M

TEXICAN FIRE

G-1742566

CONTRACT NAME:

12/9/24

TEXARCANA, TXBY

PRINTED RME NAME:

DWG. NO.: FP-1 OF 1

* PER BUILDING

JC

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MAX STANDARD SPRINKLER 15X15 SPACING

/9 /2

JC

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NFPA 13r (2019 EDITION)

0.05

BUILDING CODE DATA

MATERIAL NOTES

no fdc required per nfpa 13r (2019) § 6.11.1

GENERAL NOTES

FIRE SPRINKLER DESIGN CRITERIA

temporary dorms

LOCAL FM

each building - 280 SF wet two sprinkler heads (entire building)

100gpm + 13.2 OF DOMESTIC DEMAND

AUTHORITY HAVING JURISDICTION:

STANDARD:

SYSTEM TYPE:

DENSITY:

AREA OF APPLICATION:

HOSE ALLOWANCE:

FACILITY USAGE:

ADDITIONAL DESIGN NOTES:

1. SYSTEM DESIGN AND INSTALLATION PER NFPA 13r (2019)

2. TEXICAN FIRE PROTECTION IS TO PROVIDE ADEQUATE FIRE PROTECTION THROUGHOUT THE BUILDING.

3. ALL ELECTRICAL WIRING OF DEVICES IS PROVIDED BY OTHERS.

4. FIRE CAULK ALL PIPE PASSING THROUGH RATED ASSEMBLIES.

5. ALL HANGERS TO BE INSTALLED PER NFPA 13

6. all pipe and fittings as noted below

7. FLUSHING CONNECTIONS PROVIDED PER NFPA 13

8. ANY MECHANICAL TYPE FITTING CUT INTO EXISTING PIPING ARE TO HAVE CUTOUT DISCS ATTACHED TO THE FITTING IN

ORDER TO VERIFY CUTOUT RETRIEVAL.

9. TEXICAN FIRE PROTECTION IS NOT RESPONSIBLE FOR REMOVAL OR REPLACEMENT OF ACOUSTICAL CEILING TILES OR

CUTTING OR PATCHING OF SHEETROCK CEILINGS.

PIPE:

-New PIPE TO BE SCH 40 BLK STEEL / THREAD ENDS (UNO.)

FITTINGS:

-New FITTINGS TO BE STANDARD WT DUCTILE IRON THREADED FITTINGS (UNO.)

TOILET 1.6GPM X 2 = 3.2GPM

SHOWER 2GPM X 2 = 4GPM

KITCHEN SINK 2GPM X 2 = 4GPM

BATH SINK 1GPM X 2 = 2GPM

tOTAL MAX DOM DEMAND = 13.2GPM

Hydraulic Information Remote Area 1A

OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft²) 0.05 for 1500 ft² (Actual 356 ft²)

TOTAL HOSE STREAMS 113.20

TOTAL HEADS FLOWING 4

K-FACTOR 5.6

TOTAL WATER REQUIRED 172.54

TOTAL PRESSURE REQUIRED 37.217

SAFETY MARGIN (psi) +11.539 (23.7%)

SECTION

FP-1 NOTE:

1/4" = 1'-0"

SHIPPING CONTAINER STRUCTURE

GYP CELING

NOTE:

ROTATED EXTERIOR VIEW

NTSFP-1

EXTERIOR PROJECTION IS WOODEN OPEN TRELLIS

WITH NO ROOF OR DECKING

GEN CONTRACTOR TO PROVIDE

GYP SOFFIT (8" X 8")

TO CONCEAL PIPING

DEFLECTOR TO BE = 12" FROM DECK

SCALE: 1/4" = 1'-0"

120 16 20 4084

MAXIMUM DISTANCE BETWEEN HANGERS (ft-in.)

15-0

3 1/2"

15-0 5-6

12-0

3-4

6"

12-08-0

N/A 12-0

10-0

N/AN/A

N/A

3-11

15-0

6-0 Copper Tube

5-5 Ductile Iron Pipe

N/A 15-0

Nominal Pipe Size (in.)

N/A Polybutylene (CTS)

3/4"

Polybutylene (IPS) N/A

15-0

N/A

15-0

15-0

9-0 N/A

4-5

12-0

N/A

N/A 15-0N/A

2 1/2"

N/A

N/A

Steel Pipe Except Threaded Lightwall

15-0

15-0

4" 8"1 1/2"

3-9 N/A

15-0

N/A N/A

N/A

12-0

8-0

12-0

N/A7-0

15-0

5-0

12-0

N/A

N/A

CPVC

15-0

5"

N/A

N/A

6-6

N/A N/A

15-0 3"

12-012-0

1"

N/A

N/A

2"

4-7 N/A

1 1/4"

5-11

15-0

8-0

N/A

10-0

15-0

N/A

N/A

N/A

15-0

12-0 N/A

12-0

N/A 15-0

Threaded Lightwall Steel Pipe

N/A 2-11

10-0

Hydraulic Calculations

Location: TEXARCANA, TX, , Project Name: TEMP HOUSING - TEXAS A&M

Drawing Name: FP Calculation Date: 12/9/2024 for

Design

Light Hazard

Area of Application: 1500 ft² (Actual 356 ft²)

Coverage per Sprinkler: 198 ft²

Type of sprinklers calculated:

1ARemote Area Number:

Occupancy Classification:

No. of sprinklers calculated:

Density 0.05 gpm/ft²

Pendent, Sidewall

No. of nozzles calculated: 0

In-rack Demand:

Hose Streams: at Node: Type: Allowance at Source

N/Aat Node:N/A gpm

1100.00

13.20 HoseType:70at Node:

(including Hose Streams where applicable):Total Water Required

37.217@172.54From Water Supply at Node 1: (Safety Margin = 11.539)

Type of System:

Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A

Source: RYAN BEAN (TEXARKANA WATER UTIL)

Location:

7/19/2024Date:for Node: 1

Name of Contractor:

Authority Having Jurisdiction:

Address:

Phone Number:

Name of designer:

N/A N/A Right:Left:Automatic peaking results

Notes:

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Hydraulic Graph

Water Supply

Node: 1

Job Name: TEMP HOUSING - TEXAS A&M

Remote Area Number: 1A Date: 12/9/2024

Summary Sheet

N 1.85

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Device (gpm)

Actual Flow Minimum Flow

(gpm) (K)

K-Factor

(psi)

Pressure

Summary Of Outflowing Devices Report Description: Light Hazard (1A)

Job Number: 6549874

Hose 70 13.20 13.20 0 28.446

Sprinkler 101 15.14 12.00 5.6 7.311

Sprinkler 102 15.59 12.00 5.6 7.755

Sprinkler 103 14.82 12.00 5.6 7.000

Sprinkler 104 13.78 9.92 4.9 7.913

Most Demanding Sprinkler Data

© M.E.P.CAD, Inc. 12/9/2024 Page 3AutoSPRINK 2022 v17.1.17.0 5:27:38PM

Job Name: TEMP HOUSING - TEXAS A&M

Remote Area Number: 1A Date: 12/9/2024

Node @ @

Supply Analysis

Static

(psi)

Required Pressure

(psi)(gpm)

Total DemandAvailable

(psi)

Flow

(gpm)

Residual

(psi) Name

42.0001 37.217172.541060.00 48.75649.000Water Supply

Node Analysis

NotesDischarge at

Node

(gpm)

Pressure at

Node

(psi)

Node TypeElevation (Foot)Node Number

0'-0 72.5437.217Supply1

2'-2½ 13.2028.446Hose70 Hos

8'-2 15.147.311Sprinkler101

8'-2 15.597.755Sprinkler102

8'-2 14.827.000Sprinkler103

8'-2 13.787.913Sprinkler104

-3'-0 38.4692

-3'-0 38.5173

-3'-0 38.4655

-3'-0 38.45015

-3'-0 33.61545

2'-2½ 30.65757

3'-0 30.28258

-3'-0 38.33663

8'-2 8.00864

8'-2 11.06865

8'-2 8.49166

5'-9½ 22.22774

© M.E.P.CAD, Inc. 12/9/2024 Page 4AutoSPRINK 2022 v17.1.17.0 5:27:41PM

Date: 12/9/2024

Remote Area Number: 1A

Pipe Information

Node 1

Node 2

Nominal ID

Actual ID

Fittings &

Devices

C Factor Total(Pt)

Elev(Pe)

Friction(Pf)

Fitting/Device (Equivalent

Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

NotesFlow added this step

(q)

K-Factor Elev 1

Elev 2 Total Flow

(Q)

Equiv.

Length

(Foot)

(Foot) (Foot)

(Foot)

Length

(Foot)

Fitting

(Foot)

Total (psi)

Pf Friction

Loss Per Unit

5'-0

8'-2 19'-11½ 1.491

8'-2 14'-11½

• • • • • Route 1 • • • • •

(See

Notes)

1.0490

7.000 14.82

0.074703

Sprinkler, 14.82

5.6

T(5'-0)

5'-0

8'-2 9'-1½ 2.577

8'-2 4'-1½

1 (See

Notes)

1.0490

8.491 15.59

0.282545

Flow (q) from Route 3

30.41 T(5'-0)

4'-0

5'-9½ 10'-5

1.026

10.133

8'-2 6'-5

1 (See

Notes)

1.0490

11.068 28.93

0.973019

Flow (q) from Route 2

59.34 2E(2'-0), f(-0.000)

9'-0

3'-0 11'-8

1.214

6.841

5'-9½ 2'-8

1½ (See

Notes)

1.6100

22.227

0.120797

59.34 sCV(9'-0), BFP(-5.432), BV

2'-2½ 0'-9½

0.347

0.029

3'-0 0'-9½

2.0670

30.282

0.035776 59.34

5'-0

-3'-0 13'-7

2.255

0.704

2'-2½ 8'-7

2 (See

Notes)

2.0670

30.657 13.20

0.051877

Flow (q) from Route 5

72.54 E(5'-0)

17'-0

-3'-0 117'-11½

0.000

4.721

-3'-0 100'-11½

2 (See

Notes)

2.0030

33.615

0.040014

72.54 E(11'-0), 2EE(2'-0), Tr(2'-0), GV

15'-0

-3'-0 15'-0 0.114

-3'-0 0'-0

3 (See

Notes)

3.0680

38.336

0.007580

72.54 T(15'-0)

72'-5

-3'-0 313'-4½

-0.000

0.015

-3'-0 240'-11½

8 (See

Notes)

7.9800

38.450

0.000048

72.54 EE(13'-7), GV(6'-0½), T(52'-10

36'-2½

-3'-0 566'-8 0.004

-3'-0 530'-6

12 (See

Notes)

11.6500

38.465

0.000008

72.54 E(36'-2½)

21'-7

-3'-0 271'-7 0.048

-3'-0 250'-0

6 (See

Notes)

6.0900

38.469

0.000178

72.54 E(21'-7)

© M.E.P.CAD, Inc. 12/9/2024 Page 5AutoSPRINK 2022 v17.1.17.0 5:27:44PM1A

Remote Area Number: 1A

Pipe Information

Node 1

Node 2

Nominal ID

Actual ID

Fittings &

Devices

C Factor Total(Pt)

Elev(Pe)

Friction(Pf)

Fitting/Device (Equivalent

Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

NotesFlow added this step

(q)

K-Factor Elev 1

Elev 2 Total Flow

(Q)

Equiv.

Length

(Foot)

(Foot) (Foot)

(Foot)

Length

(Foot)

Fitting

(Foot)

Total (psi)

Pf Friction

Loss Per Unit

0'-0 3'-0

-1.301

0.000

-3'-0 3'-0

6 (See

Notes)

6.3400

38.517

0.000166

72.54 Water Supply

100.00 Hose Allowance At Source

172.54 Route 1Total(Pt)

37.217

5'-0

8'-2 8'-11½ 0.697

8'-2 3'-11½

• • • • • Route 2 • • • • •

(See

Notes)

1.0490

7.311 15.14

0.077770

Sprinkler, 15.14

5.6

T(5'-0)

5'-0

8'-2 11'-10½ 3.060

8'-2 6'-10½

1 (See

Notes)

1.0490

8.008 13.78

0.257537

Flow (q) from Route 4

28.93 T(5'-0)

11.068 Total(Pt) Route 2

5'-0

8'-2 8'-11½ 0.736

8'-2 3'-11½

• • • • • Route 3 • • • • •

(See

Notes)

1.0490

7.755 15.59

0.082129

Sprinkler, 15.59

5.6

T(5'-0)

8.491 Total(Pt) Route 3

8'-2 1'-5½ 0.095

8'-2 1'-5½

• • • • • Route 4 • • • • •

(See

Notes)

1.0490

7.913 13.78

0.065355

Sprinkler

13.78

4.9

8.008 Total(Pt) Route 4

36'-0

2'-2½ 36'-8

0.000

2.211

2'-2½ 0'-8

• • • • • Route 5 • • • • •

(See

Notes)

1.0490

28.446 13.20

0.060331

Hose(31'-0)

13.20 T(5'-0)

30.657 Total(Pt) Route 5

© M.E.P.CAD, Inc. 12/9/2024 Page 6AutoSPRINK 2022 v17.1.17.0 5:27:44PM1A

Remote Area Number: 1A

Equivalent Pipe Lengths of Valves and Fittings (C=120 only)

1.51

Fittings Legend

ALV Alarm Valve AngV Angle Valve b Bushing

BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve

C Cross Flow Turn 90° cplg Coupling Cr Cross Run

CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve

E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow

Ee2 22½° Elbow f Flow Device fd Flex Drop

FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve

Ho Hose Hose Hose HV Hose Valve

Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee

Noz Nozzle P1 Pump In P2 Pump Out

PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve

PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler

St Strainer T Tee Flow Turn 90° Tr Tee Run

U Union WirF Wirsbo WMV Water Meter Valve

Z Cap

4.87

1.33

1.16

0.713

100Actual Inside Diameter

Schedule 40 Steel Pipe Inside Diameter = Factor

C Value Multiplier

Value Of C

Multiplying Factor

© M.E.P.CAD, Inc. 12/9/2024 Page 7AutoSPRINK 2022 v17.1.17.0 5:27:43PM1A

9' -6

8'-0

7'-0

8' -8

77'-7

9' -1

1½ 21'-5

51'-3½

44'-2

31'-1½

12'-9½

9'-11

27'-6½

2'

-1 1½

4'-0

'-4

'-2

1 2 3 4 5

SEE SITE PLAN

FOR CONT.

LAUNDRY

40'-0

7' -0

8'-0

7' -7

Abbreviated Crosshatch

PATIO

3' -65'-6½ 60

102 103 104

14'-0

1¼ 14'-0

1¼ 2'-0

1¼ 3' -0

3'

-1 1½

1¼ 3'-0½

250'-0

STRAIGHT SAMMY SCREW

Pipe

Sammy XP-20

METAL STRUCTURE

Swivel Ring

3/8 ALL THREAD

XP-20

PIPE TO BE AS TIGHT AS POSSIBLE TO DECK

Sprinkler Legend Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temp

Victaulic V2708 V27 3 5.6 Pendent ½ Quick Chrome 155 °F Victaulic V3610 FL-QR/DRY/SW 1 5.6 Sidewall 1 Quick Chrome 155 °F

Total = 4

Wall Post Indicator Assembly FireLock™ Series 775 Butterfly Valve

FLOW SW.

SET TO OPERATE BETWEEN 45-60 SEC

GALV NIPPLE

1-1/4" WATTS BACKFLOW PREVENTER MODEL 2000B-FP

BUTTERBALL VALVES W/TAMPER

1" INSPECTORS TEST AND DRAIN VALVE

ELECTRIC BELL

WIRING BY OTHERS

LOCATE ON EXTERIOR

OF SPRINKLER RM

WITH 1/2" TEST ORIFICE

TERMINATE TO EXTERIOR

1-1/4" TO SYSTEM

1-1/4" RISER CHECK WITH SYS GAUGE

2" GALVANIZED SCH40 PIPING

FROM UNDERGROUND

2x2x1 GALVANIZED TEE FOR DOM CONNECTION

DOM. CONNECTION AND CONTINUATION BY OTHERS

OCCUPANCY GROUP: B

TYPE OF CONSTRUCTION: iib

BUILDING SQ FT:

scope overview:

provide fire sprinkler system for laundry building (converted shipping container)

FP-1 NOTE:

TEXICAN FP TO START 1'-0" AFF

PROJECT SITE PLAN1

FP-1

1/4" = 1'-0"

TYPICAL FLOOR PLAN (BLDG 7)

ALL WIRING BY OTHERS

NOTE:

RISER DETAIL3

NTSFP-1

TEXICAN FP TO START 1'-0" AFF

PHASE II

SECTION

FP-1 NOTE:

1/4" = 1'-0"

SHIPPING CONTAINER STRUCTURE

GYP CELING

LAUNDRY BUILDING

DORMITORY BUILDING

TYP.

(SEPARATE SUBMITTAL)

LAUNDRY IS OH I

HAZARD CLASSIFICATION:

1/16" = 1'-0"

NOTE - INSTALL BETWEEN 3-5' CENTERLINE ABOVE GRADE

USE CHAIN AND LOCK IN-LIEU OF TAMPER SW

WALL MOUNTED POST INDICATOR

ALL UNDERGROUND PIPING IS PVC UNO

GATE VALVE

8X8X3 TEE

3X2 RED

PATIO IS LIGHT HAZARD

GATE VALVE

AND CONTINUE INTO BUILDING

SCH 40 PIPING AT THIS LOCATION

TRANSITION TO GALVANIZED

*INCLUDES 10.66GPM DOM DEMAND

Hydraulic Information Remote Area 1A

OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft²) 0.15 for 1500 ft² (Actual 336 ft²)

TOTAL HOSE STREAMS 260.66

TOTAL HEADS FLOWING 4

K-FACTOR 5.6

TOTAL WATER REQUIRED 324.71

TOTAL PRESSURE REQUIRED 33.855

SAFETY MARGIN (psi) +14.360 (29.8%)

Supply Flow Test Data Static Pressure 49.000 Residual Pressure: 42.000 Flow 1060.00 Outside Hose Flow 100.00 Test Conducted By RYAN BEAN (TEXARKANA WATER UTIL) Date of Test 7/19/2024

AS-BUILT SUBMITTAL OTHER

N O

DESCRIPTION:

D

AT

E

SCALE: 1/8"=1'-0"

MAX STANDARD SPRINKLER 15X15 SPACING

SITE PLAN & PROJECT INFORMATION

RME-SIGNATURE:

LAUNDRY BLDG - TEXAS A&M

236 E Frank StreetWILLS POINT, TEXAS 75169

(903) 829-6014 Grand Saline, Texas 75140

TEXICAN FIRE PROTECTION, LLC

R

EV

IS

IO

N

SCR-G-2217837

DRAWN BY: JCJ

I HAVE REVIEWED THESE PLANS AND

CERTIFY THAT THEY COMPLY WITH THE

ADOPTED NFPA STANDARDS.

DATE:

149 PRIVATE ROAD 6127

DATE:

PROTECTION

SPRINKLERS SHALL BE LOCATED A MINIMUM OF 4" FROM A WALL

FSR# 04033

RME-

PROVIDE HEAD GUARDS TO SPRINKLERS SUBJECT TO DAMAGE

MATTHEW MEREDITH

CHECKED BY: M.M

TEXICAN FIRE

G-1742566

CONTRACT NAME:

TEXARCANA, TXBY

PRINTED RME NAME:

DWG. NO.: FP-1 OF 11

JC

J 8/

/2

AH

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12/9/2024

/9

/2 no fdc required per nfpa 13r (2019) § 6.11.1

NFPA 13 (2019 EDITION)

0.15

BUILDING CODE DATA

MATERIAL NOTES

GENERAL NOTES

FIRE SPRINKLER DESIGN CRITERIA

laundry facility

LOCAL FM

each building - 280 SF wet

1500 sf (entire building)

250gpm + 10.66gpm domestic demand

AUTHORITY HAVING JURISDICTION:

STANDARD:

SYSTEM TYPE:

DENSITY:

AREA OF APPLICATION:

HOSE ALLOWANCE:

FACILITY USAGE:

ADDITIONAL DESIGN NOTES:

1. SYSTEM DESIGN AND INSTALLATION PER NFPA 13 (2019)

2. TEXICAN FIRE PROTECTION IS TO PROVIDE ADEQUATE FIRE PROTECTION THROUGHOUT THE BUILDING.

3. ALL ELECTRICAL WIRING OF DEVICES IS PROVIDED BY OTHERS.

4. FIRE CAULK ALL PIPE PASSING THROUGH RATED ASSEMBLIES.

5. ALL HANGERS TO BE INSTALLED PER NFPA 13 (2019)

6. all pipe and fittings as noted below

7. FLUSHING CONNECTIONS PROVIDED PER NFPA 13

8. ANY MECHANICAL TYPE FITTING CUT INTO EXISTING PIPING ARE TO HAVE CUTOUT DISCS ATTACHED TO THE FITTING IN

ORDER TO VERIFY CUTOUT RETRIEVAL.

9. TEXICAN FIRE PROTECTION IS NOT RESPONSIBLE FOR REMOVAL OR REPLACEMENT OF ACOUSTICAL CEILING TILES OR

CUTTING OR PATCHING OF SHEETROCK CEILINGS.

PIPE:

-New PIPE TO BE SCH 40 BLK STEEL / THREAD ENDS (UNO.)

FITTINGS:

-New FITTINGS TO BE STANDARD WT DUCTILE IRON THREADED FITTINGS (UNO.)

NO SPRINKLERS REQUIRED

FP-1

ROTATED EXTERIOR VIEW

WITH NO ROOF OR DECKING

NOTE:

EXTERIOR PROJECTION IS WOODEN OPEN TRELLIS

NTS

GYP SOFFIT (8" X 8")

DEFLECTOR TO BE < 12" FROM DECK

GEN CONTRACTOR TO PROVIDE

TO CONCEAL PIPING

SCALE: 1/4" = 1'-0"

4 4020

MAXIMUM DISTANCE BETWEEN HANGERS (ft-in.)

15-0

3 1/2"

15-0 5-6

12-0

3-4

6"

12-08-0

N/A 12-0

10-0

N/AN/A

N/A

3-11

15-0

6-0 Copper Tube

5-5 Ductile Iron Pipe

N/A 15-0

Nominal Pipe Size (in.)

N/A Polybutylene (CTS)

3/4"

Polybutylene (IPS) N/A

15-0

N/A

15-0

15-0

9-0 N/A

4-5

12-0

N/A

N/A 15-0N/A

2 1/2"

N/A

N/A

Steel Pipe Except Threaded Lightwall

15-0

15-0

4" 8"1 1/2"

3-9 N/A

15-0

N/A N/A

N/A

12-0

8-0

12-0

N/A7-0

15-0

5-0

12-0

N/A

N/A

CPVC

15-0

5"

N/A

N/A

6-6

N/A N/A

15-0 3"

12-012-0

1"

N/A

N/A

2"

4-7 N/A

1 1/4"

5-11

15-0

8-0

N/A

10-0

15-0

N/A

N/A

N/A

15-0

12-0 N/A

12-0

N/A 15-0

Threaded Lightwall Steel Pipe

N/A 2-11

10-0

Hydraulic Calculations

Location: TEXARCANA, TX, , Project Name: LAUNDRY BLDG - TEXAS A&M

Drawing Name: FP - Laundry Building Calculation Date: 12/9/2024 for

Design

Ordinary Group I

Area of Application: 1500 ft² (Actual 336 ft²)

Coverage per Sprinkler: 98 ft²

Type of sprinklers calculated:

1ARemote Area Number:

Occupancy Classification:

No. of sprinklers calculated:

Density 0.15 gpm/ft²

Pendent, Sidewall

No. of nozzles calculated: 0

In-rack Demand:

Hose Streams: at Node: Type: Allowance at Source

N/Aat Node:N/A gpm

1250.00

10.66 HoseType:62at Node:

(including Hose Streams where applicable):Total Water Required

33.855@324.71From Water Supply at Node 1: (Safety Margin = 14.360)

Type of System:

Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A

Source: RYAN BEAN (TEXARKANA WATER UTIL)

Location:

7/19/2024Date:for Node: 1

Name of Contractor:

Authority Having Jurisdiction:

Address:

Phone Number:

Name of designer:

N/A N/A Right:Left:Automatic peaking results

Notes:

12/9/2024© M.E.P.CAD, Inc. Page 1AutoSPRINK 2022 v17.1.17.0 6:01:12PM1A

Hydraulic Graph

Water Supply

Node: 1

Job Name: LAUNDRY BLDG - TEXAS A&M

Remote Area Number: 1A Date: 12/9/2024

Summary Sheet

N 1.85

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Device (gpm)

Actual Flow Minimum Flow

(gpm) (K)

K-Factor

(psi)

Pressure

Summary Of Outflowing Devices Report Description: Ordinary Group I (1A)

Job Number: 6549874

Hose 62 10.66 10.66 0 24.461

Sprinkler 101 16.45 12.00 5.6 8.633

Sprinkler 102 14.82 14.70 5.6 7.000

Sprinkler 103 15.88 14.70 5.6 8.046

Sprinkler 104 16.90 14.70 5.6 9.105

Most Demanding Sprinkler Data

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Job Name: LAUNDRY BLDG - TEXAS A&M

Remote Area Number: 1A Date: 12/9/2024

Node @ @

Supply Analysis

Static

(psi)

Required Pressure

(psi)(gpm)

Total DemandAvailable

(psi)

Flow

(gpm)

Residual

(psi) Name

42.0001 33.855324.711060.00 48.21649.000Water Supply

Node Analysis

NotesDischarge at

Node

(gpm)

Pressure at

Node

(psi)

Node TypeElevation (Foot)Node Number

0'-0 74.7133.855Supply1

0'-10 10.6624.461Hose62 Hos

8'-2 16.458.633Sprinkler101

8'-2 14.827.000Sprinkler102

8'-2 15.888.046Sprinkler103

8'-2 16.909.105Sprinkler104

-3'-0 35.1042

-3'-0 35.1553

-3'-0 35.1005

-3'-0 35.08913

-3'-0 28.28147

-3'-0 34.96957

8'-2 9.44560

1'-7½ 25.57665

0'-10 25.95066

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Remote Area Number: 1A

Pipe Information

Node 1

Node 2

Nominal ID

Actual ID

Fittings &

Devices

C Factor Total(Pt)

Elev(Pe)

Friction(Pf)

Fitting/Device (Equivalent

Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

NotesFlow added this step

(q)

K-Factor Elev 1

Elev 2 Total Flow

(Q)

Equiv.

Length

(Foot)

(Foot) (Foot)

(Foot)

Length

(Foot)

Fitting

(Foot)

Total (psi)

Pf Friction

Loss Per Unit

8'-2 14'-0 1.046

8'-2 14'-0

• • • • • Route 1 • • • • •

(See

Notes)

1.0490

7.000 14.82

0.074703

Sprinkler

14.82

5.6

8'-2 14'-0 1.059

8'-2 14'-0

1¼ (See

Notes)

1.3800

8.046 15.88

0.075625

Sprinkler

30.70

5.6

8'-2 2'-0 0.340

8'-2 2'-0

1¼ (See

Notes)

1.3800

9.105 16.90

0.170209

Sprinkler

47.60

5.6

13'-0

1'-7½ 25'-5½

2.833

13.299

8'-2 12'-5½

1¼ (See

Notes)

1.3800

9.445 16.45

0.294796

Flow (q) from Route 2

64.05 2E(3'-0), sCV(7'-0), BFP(-5.79

8), BV

0'-10 0'-8

0.347

0.027

1'-7½ 0'-8

2.0670

25.576

0.041212 64.05

5'-0

-3'-0 12'-2½

1.662

0.668

0'-10 7'-2½

2 (See

Notes)

2.0670

25.950 10.66

0.054791

Flow (q) from Route 3

74.71 E(5'-0)

45'-0

-3'-0 158'-3

0.000

6.689

-3'-0 113'-3

2 (See

Notes)

2.0030

28.281

0.042262

74.71 3E(11'-0), Tr(2'-0), T(10'-0), GV

15'-0

-3'-0 15'-0

-0.000

0.120

-3'-0 0'-0

3 (See

Notes)

3.0680

34.969

0.008006

74.71 T(15'-0)

72'-5

-3'-0 203'-4

-0.000

0.010

-3'-0 130'-11

8 (See

Notes)

7.9800

35.089

0.000050

74.71 EE(13'-7), GV(6'-0½), T(52'-10

36'-2½

-3'-0 566'-8

-0.000

0.005

-3'-0 530'-6

12 (See

Notes)

11.6500

35.100

0.000008

74.71 E(36'-2½)

21'-7

-3'-0 271'-7 0.051

-3'-0 250'-0

6 (See

Notes)

6.0900

35.104

0.000188

74.71 E(21'-7)

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Remote Area Number: 1A

Pipe Information

Node 1

Node 2

Nominal ID

Actual ID

Fittings &

Devices

C Factor Total(Pt)

Elev(Pe)

Friction(Pf)

Fitting/Device (Equivalent

Length)

Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value.

NotesFlow added this step

(q)

K-Factor Elev 1

Elev 2 Total Flow

(Q)

Equiv.

Length

(Foot)

(Foot) (Foot)

(Foot)

Length

(Foot)

Fitting

(Foot)

Total (psi)

Pf Friction

Loss Per Unit

0'-0 3'-0

-1.301

0.001

-3'-0 3'-0

6 (See

Notes)

6.3400

35.155

0.000176

74.71 Water Supply

250.00 Hose Allowance At Source

324.71 Route 1Total(Pt)

33.855

5'-0

8'-2 8'-11½ 0.812

8'-2 3'-11½

• • • • • Route 2 • • • • •

(See

Notes)

1.0490

8.633 16.45

0.090689

Sprinkler, 16.45

5.6

T(5'-0)

9.445 Total(Pt) Route 2

36'-0

0'-10 36'-8 1.489

0'-10 0'-8

• • • • • Route 3 • • • • •

(See

Notes)

1.0490

24.461 10.66

0.040628

Hose(31'-0)

10.66 T(5'-0)

25.950 Total(Pt) Route 3

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Remote Area Number: 1A

Equivalent Pipe Lengths of Valves and Fittings (C=120 only)

1.51

Fittings Legend

ALV Alarm Valve AngV Angle Valve b Bushing

BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve

C Cross Flow Turn 90° cplg Coupling Cr Cross Run

CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve

E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow

Ee2 22½° Elbow f Flow Device fd Flex Drop

FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve

Ho Hose Hose Hose HV Hose Valve

Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee

Noz Nozzle P1 Pump In P2 Pump Out

PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve

PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler

St Strainer T Tee Flow Turn 90° Tr Tee Run

U Union WirF Wirsbo WMV Water Meter Valve

Z Cap

4.87

1.33

1.16

0.713

100Actual Inside Diameter

Schedule 40 Steel Pipe Inside Diameter = Factor

C Value Multiplier

Value Of C

Multiplying Factor

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