B05 Amendment 2 Kyle Wet System.pdf

maksch 01/31/2018

X

PROVIDE SLEEVES, ESCUTCHEONS, GROUT, SUPPORTS, AND ALL

ASSOCIATED MATERIALS PER "SPECIFICATION SECTION 21 05 00

COMMON WORK RESULTS FOR FIRE SUPPRESSION."

FIRE SPRINKLER SYSTEM SHALL BE INSTALLED ACCORDING TO

MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS

ALONG WITH AUTHORITY HAVING JURISDICTION AND ALL LOCAL,

STATE, AND FEDERAL CODES. COORDINATE SPRINKLER AND

PIPING INSTALLATION WITH NEW AND EXISTING LIGHTS, RGD'S,

SPEAKERS, AND ALL OTHER CEILING EQUIPMENT TO AVOID ANY

CONFLICTS.

ES-A-C200/C200N

Features

Job Name ________________________________________________ Contractor ______________________________________________

Job Location ______________________________________________ Approval _______________________________________________

Engineer _________________________________________________ Contractor’s P.O. No. ______________________________________

Approval _________________________________________________ Representative ___________________________________________

Ames product specifications in U.S. customary units and metric are ap prox i mate and are provided for reference only. For pre cise mea sure ments, please contact Ames Technical Service. Ames reserves the right to change or mod i fy product design, con struc tion, specifications, or ma te ri als without pri or notice and without incurring any obligation to make such changes and mod i fi ca tions on Ames products pre vi ous ly or sub se quent ly sold.

Specifications

ColtTM Series C200, C200N Double Check Valve Assemblies

1⁄2

C200N BFG

C200 OSY

LEAD FREE*

* The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight.

SIZE (DN) DIMENSIONS WEIGHT

A C (OSY) C (NRS) D G H I J P C200NRS C200OSY C200N NRS C200N OSY

in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. lbs. kgs. lbs. kgs.

21⁄2 65 31 787 163⁄8 416 93⁄8 238 31⁄2 89 291⁄16 738 211⁄2 546 151⁄2 393 813⁄16 223 93⁄16 234 115 52 125 57 123 56 133 60 3 80 3111⁄16 805 187⁄8 479 101⁄4 260 311⁄16 94 301⁄4 768 221⁄4 565 171⁄8 435 93⁄16 233 101⁄2 267 131 59 145 66 144 65 158 72 4 100 331⁄2 851 223⁄4 578 123⁄16 310 4 102 33 838 231⁄2 597 181⁄2 470 915⁄16 252 113⁄16 284 161 73 161 73 184 83 184 83 6 150 44 1118 301⁄8 765 16 406 51⁄2 140 443⁄4 1137 333⁄4 857 233⁄16 589 131⁄16 332 15 381 273 124 295 134 314 142 336 152 8 200 50 1270 373⁄4 959 1915⁄16 506 611⁄16 170 541⁄8 1375 405⁄8 1032 277⁄16 697 1511⁄16 399 173⁄16 437 438 199 480 218 513 233 555 252 10 250 571⁄2 1461 453⁄4 1162 2313⁄16 605 83⁄16 208 66 1676 50 1270 321⁄2 826 175⁄16 440 20 508 721 327 781 354 891 404 951 431

Dimensions — Weights

Configurations

Materials

SIZE (DN) DIMENSIONS WEIGHT

A C D G H I J P C200BFG C200NBFG

in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs.

21⁄2 65 271⁄2 698 8 203 31⁄2 89 297⁄8 759 211⁄2 546 1415⁄16 379 813⁄16 223 9 229 56 25 64 29 3 80 28 711 85⁄16 211 311⁄16 94 3011⁄16 779 221⁄4 565 157⁄16 392 93⁄16 233 91⁄2 241 54 24 67 30 4 100 283⁄4 730 815⁄16 227 311⁄16 94 3115⁄16 811 231⁄2 597 161⁄4 412 915⁄16 252 10 254 61 28 84 38 6 150 37 940 10 254 5 127 433⁄16 1097 333⁄4 857 1911⁄16 500 131⁄16 332 101⁄2 267 117 53 157 71 8 200 431⁄2 1105 121⁄4 311 61⁄2 165 511⁄16 1297 405⁄8 1032 235⁄16 592 1511⁄16 399 143⁄16 361 261 118 337 153

HA

I J

G P

D

C

A

D

C (open)

G

H

J

I

PC200, C200N

C200BFG, C200NBFG

Available Models

Pressure — Temperature

Approvals

For additional approval information please contact the factory or visit our website at www.amesfirewater.com

Capacity

UL/FM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves.

See literatue S-Colt-200/300 for gate valve flow characteristics

Horizontal Vertical N - Pattern

28S6 B64.51015

IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES

FOR LOCAL IN STAL LA TION RE QUIRE MENTS

kPa psi 96 14 83 12 69 10 55 8 41 6 28 4 14 2 0 0

0 50 100 150 200 250 300 350 gpm 0 190 380 570 760 950 1140 1330 lpm 15 fps

4.6 mps kPa psi 83 12 69 10 55 8 41 6 28 4 14 2 0 0 kPa psi 83 12 69 10 55 8 41 6 28 4 14 2 0 0

0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 lpm 15 fps

4.6 mps

21⁄2" (65mm)

3" (80mm)

0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 lpm 15 fps

4.6 mps

6" (150mm)

0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 lpm 15 fps

4.6 mps

4" (100mm) kPa psi 83 12 69 10 55 8 41 6 28 4 14 2 0 0

0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 lpm fps mps

10" (250mm) kPa psi 83 12 69 10 55 8 41 6 28 4 14 2 0 0

0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 lpm 15 fps

4.6 mps

8" (200mm)

** kPa psi 165 24 138 20 110 16 83 12 55 8 28 4 0 0

N

V H

H

N V

N V H

N V H

N H V

N H V

For additional information, visit our web site at: www.amesfirewater.com

A Watts Water Technologies Company USA: Backflow- Control Valves-

Canada:

The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523

Model F1FR Series Quick Response Standard Spray

B ulletin 014 R

ev. I Bulletin 014 Rev. I

Model F1FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall

Model F1FR56 Recessed Sprinkler Types Standard Pendent/F1/F2/FP Horizontal Sidewall

Model F1FR56 Concealed Sprinkler Types Standard Pendent

Model F1FR42, F1FRXLH & F1FR28 Sprinkler Types

Standard Upright Standard Pendent

Model F1FR42, F1FRXLH & F1FR28 Recessed Sprinkler Types

Standard Pendent

Listing & Approvals

1. Underwriters Laboratories Inc. and Certified for

Canada (cULus).

2. Factory Mutual Approvals (FM)

3. Loss Prevention Council (LPCB, UK)

4. VdS Schadenverhütung GmbH

UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler

Product Description Reliable Models F1FR56, F1FR42, F1FRXLH & F1FR28

Series Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler.

The Models F1FR56, F1FR42, F1FRXLH & F1FR28 Series Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat-ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR56, F1FR42, F1FRXLH & F1FR28 Series sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating.

The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre-cisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response.

Pendent Conventional

Recessed Pendent/F1/F2

Upright

Vertical Sidewall Horizontal Sidewall

Recessed Horizontal Sidewall

Recessed Pendent/FP

Concealed Pendent

XLH Upright XLH Pendent XLH Recessed Pendent F1/F2

XLH Recessed Pendent FP

At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bub-ble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflec-tor to distribute the discharging water.

2.

Technical data:

Models Discharge Coeffi cient Response Thread

Size

Max.

Working Pressure

Min.

Working Pressure

Temperature Rating

Finish

F1FR56 K 5.6

Quick Response

1/2” NPT

(R1/2) 175 PSI 7 PSI

See “Temperature Ratings” Table.

See “Finish Table”

F1FR42

F1FRXLH K 4.2

F1FR28 K 2.8

Material Data:

Frame Defl ector Load Screw Pintle Cup Washer Bulb

DZR Brass QM Brass

CDA Alloy 260, CDA Alloy 220 or CDA Alloy510

CDA Alloy 360 or

CDA Alloy 544

CDA Alloy 360 or

CDA Alloy 544

CDA Alloy 651 or

CDA Alloy 693

Nickel Alloy 440 or Alloy 360 coated with PTFE Adhesive

Tape Glass

Application Quick response sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard re-sponse sprinklers should not be intermixed.

Model F1FR42, F1FRXLH Upright

Pendent ConventionalUpright

Model F1FR56, F1FRXLH & F1FR28 F1 or F2

Model F1FR56, Upright, Pendent & Conventional Sprinklers Model F1FR42, F1FRXLH & F1FR28 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data:

Nominal Orifi ce

Thread Nominal K Factor Sprinkler Approval Sprinkler Identifi cation Number

(SIN)

Size US Metric Height Organization Upright Pendent

Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position

1/2” (15mm) (1) 1/2” NPT (R1/2) 5.6 80 2.25” (57mm) 1,2,3,4 RA1425(1)(2)(3) RA1414(1)(2)(3)

7/16” (10mm) 1/2” NPT (R1/2) 4.2 60 2.25” (57mm) 1 RA1423(1) RA1413

3/8” (10mm) 1/2” NPT (R1/2) 2.8 40 2.25” (57mm) 1 RA1421(1) RA1411 Conventional-Install in Upright or Pendent Position

15mm (1) 1/2” NPT (R1/2) 5.6 80 57mm 3, 4 RA1475(3)

(1) cULus listed corrosion resistant (Polyester coated) sprinkler.

(2) Polyester coated FM approved sprinkler.

(3) Polyester coated LPCB & VdS approved sprinkler RA1425, RA1414 & RA1475.

Model F1FR56, F1FRXLH & F1FR28 FP

Model F1FR56, F1FR42, F1FRXLH & F1FR28 Quick Response Recessed Pendent Sprinkler(1)

Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data:

Nominal Orifi ce

Thread Size

K Factor Sprinkler Height

Sprinkler Identifi cation Number (SIN)US Metric

1/2” (15mm) 1/2” NPT(R½) 5.6 80 2.25” (57mm) RA1414

7/16” (10mm) 1/2” NPT (R1/2) 4.2 60 2.25” (57mm) RA1413

3/8” (10mm) 1/2” NPT (R1/2) 2.8 40 2.25” (57mm) RA1411

(1) Refer to escutcheon data table for approvals & dimensions

3.

4.

Model F1FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data:

Nominal Orifi ce

Thread Size Nominal K Factor

Sprinkler Height

Approval Organizations

Sprinkler Identifi cation

Numbers (SIN)US Metric

½” (15mm) ½” NPT (R1/2) 5.6 8.0 2.25” (57mm) 1,2,3,4

RA1485(2)

15mm ½” NPT (R1/2) 5.6 8.0 2.25” (57mm) 4(1)

(1) LPC Approval is for pendent position only.

(2) cULus Listed corrosion resistant (Polyester coated) sprinkler.

Sprinkler Type Defl ector to Ceiling Distance (Min. - Max.)

Upright 4” (102mm) - 12” (305mm)

Pendent 4” (102mm) - 12” (305mm)

Model F1FR56 Quick Response Horizontal Sidewall Sprinkler Defl ector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall

Nominal Orifi ce Thread Size Nominal K Factor

Sprinkler Height

Approval Organizations and Type of Approval Sprinkler

Identifi cation Numbers (SIN)US Metric Light Hazard

Ordinary Hazard

½” (15mm) ½” NPT (R1/2) 5.6 80 2.63” (67mm) 1,2 1 RA1435(1)(2)

(1) cULus Listed corrosion resistant (Polyester coated) sprinkler.

(2) Polyester coated FM approved sprinkler.

Horizontal Sidewall

Vertical Sidewall

Note: For Recessed HSW Sprinklers use installation wrench GFR2.

Model F1FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data:

Nominal Orifi ce

“K” Factor Thread

Size Model

Temp. Rating Max.

Ambient

Temp

Bulb Color

Approvals Sprinkler

Identifi cation Number(SIN)US Metric Sprinkler Cover

½” (15mm) 5.6 80 ½” NPT F1FR 135°F/57°C 135°F/57°C 100°F/38°C Orange 1 RA1414

½” (15mm) 5.6 80 ½” NPT F1FR 155°F/68°C 135°F/57°C 100°F/38°C Red 1, 4(1) RA1414

½” (15mm) 5.6 80 ½” NPT F1FR 175°F/79°C 165°F/74°C 100°F/38°C Yellow 1 RA1414

½” (15mm) 5.6 80 ½” NPT F1FR 200°F/93°C 165°F/74°C 150°F/65°C Green 1 RA1414

(1) For VdS only = 155°F/68°C Norbulb and 1/2” [12,7mm] adjustment.

Figure 1 Figure 2

Installation Aid A protective cap is included for use during installation.

Important: The F1FR56 Sprinkler with Model CCP cover plate is not an FM Approved combination.

Installation

Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed.

The Model F1FR56, F1FR42, F1FRXLH & F1FR28 Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR56, F1FR42, F1FRXLH & F1FR28 Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties.

When installing Model F1FR56, F1FR42, F1FRXLH & F1FR28 Sprinklers, use the Model D Sprinkler Wrench. Use the Mod-el GFR2 Wrench for installing F1FR56, F1FR42, F1FRXLH & F1FR28 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers.

NOTE: A leak tight ½” NPT (R1/2) sprinkler joint can be ob-tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers.

The Model F1FR56/ CCP Concealed Sprinkler uses the ½” ori-fice, ½” NPT (R1/2), 135°F (57°C), 155°F (68°C), 175°F (79°C) or 200°F (93°C) Model F1FR56 Pendent Sprinkler with a threaded Model CCP cup which is factory attached to the sprinkler. The assembly is completed by the installation of the attractive, low profile, 135°F (57°C) or 165°F (74°C) rated Model CCP push on cover plate assembly. The cover plate and sprinkler cup as-semblies are joined using a cover plate skirt with flexible tabs for threaded engagement. A choice of two cover plate assemblies provide either ½” (13mm) or 5/16” (8mm) of cover adjustment.

Do not install these sprinklers in ceiling which have positive pressure in the space above.

After a 25/8” (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model RC1 Wrench. A Tef-lon* based thread sealant should be applied to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprin-kler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup.

Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction.

5.

*DuPont Registered Trade Mark

The Reliable Automatic Sprinkler Co., Inc.

(800) 431-1588 Sales Offices

(800) 848-6051 Sales Fax

(914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address

Manufactured by Recycled

Paper

Revision lines indicate updated or new data.

EG. Printed in U.S.A. 07/12 P/N 9999970300

The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.

Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.

After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above.

Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model F1FR56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals.

Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE

THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS

PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to dam-age. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE

CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO-

TECTORS.

Temperature Ratings

Classifi cation Sprinkler

Temperature Max. Ambient

Temp.

Bulb Color

°C °F Ordinary Ordinary

Intermediate Intermediate

High (1)

100°F (38°C) 100°F (38°C) 150°F (66°C) 150°F (66°C)

225°F (107°C)

Orange Red

Yellow Green Blue

(1) Not available for recessed sprinklers.

Escutcheon Data (1)

(1) SIN RA1435 – cULus permits use with F1, F2 or FP escutcheons for “light hazard” only, while FM limits use for same hazard with F2 escutcheon only.

Maintenance The Model F1FR56, F1FR42, F1FRXLH and Model F1FR56, F1FR42, F1FRXLH & F1FR28 Recessed Sprinklers should be in-spected quarterly and the sprinkler system maintained in accor-dance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace-ment of damaged or operated sprinklers. Prior to installation, sprin-klers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation.

Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1)

Standard Finishes Sprinkler Escutcheon Cover plate(1)

Bronze Chrome Plated Polyester Coated (4)(5)(6)

Brass Chrome Plated White Painted

Chrome White

Special Application Finishes Sprinkler Escutcheon Cover plate(1)

Bright Brass (3)

Black Plated Black Paint (2)(6)

Off White (2)(6)

Satin Chrome

Bright Brass Black Plated Black Paint Off White Satin Chrome

Bright Brass Satin Off White Black Paint Black Plated

(1) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise.

(2) cULus Listed only.

(3) 200°F (93°C) maximum.

(4) cULus listed “corrosion resistance” applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright) and RA1414 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request.

(5) FM Approvals finish as “Polyester coated” applies to SIN Number RA1414 (Pendent) in standard black or white.

(6) LPCB and VdS Approved finish applies only to RA1425, RA1414 and RA1475.

Ordering Information Specify:

1. Sprinkler Model

2. Sprinkler Type

3. Orifice Size

4. Deflector Type

5. Temperature Rating

6. Sprinkler Finish

7. Escutcheon Type

8. Escutcheon Finish (where applicable)

9. Cover plate Model

10. Cover plate Thread size

11. Cover plate Temperature

12. Cover plate Adjustment

13. Cover plate Finish

Note: When Model F1FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately.

FORGED STEEL FITTINGS

www.anvilintl.com90

PF-11.13

Standards and Specifications

Dimensions Material Thread Pressure Rating

FORGED STEEL THREADED FITTINGS

Class 2000, 3000, 6000 ASTM Al05, ASTM A182, ASTM A350 ASMEB1.20.1+

Forged Steel Fittings

In accordance with ASME standard B16.11 - “Forged Fittings, Socket-Welding and Threaded” this table shows the schedule of pipe corresponding to each class of fitting for rating purposes.

PRESSURE RATINGS

Class Schedule

N.P.T. S.W.

2000 80 –

3000 160 80

6000 XXS/XXH 160

Materials The steel for Anvil Forged Carbon Steel Fittings consists of forging, bars, seamless pipe or tubes which conform to the requirements for melting process, chemical composition and mechanical properties of ASTM A105.

Design Basis ASME B16.11 - Forged fittings, socket-weld and threaded

Dimensions ASME B16.11, unless otherwise noted

Threads ANSI/ASME B1.20.1 NPT Threads

CROSS

11⁄2 x 3⁄4 x 11⁄4 x 1⁄2

11⁄4

Side

Outlet 1⁄2

3⁄4

11⁄2

Branch

R u n

TEE

11⁄2 x 3⁄4 x 11⁄4

3⁄4

11⁄4

11⁄2

CROSS

38 x 19 x 32 x 13 mm

Side

Outlet

Branch

R u n

TEE

38 x 19 x 32 mm

Reducing Fittings Reducing elbows, tees and crosses are available in both threaded and socket-welding.

On reducing tees and crosses give the size of the largest run opening; then give the opposite opening. On a tee give the branch size last. On a cross give the largest side outlet third and the opposite opening last.

ASME B16.11 provides that the maximum allowable pressure of a fitting be computed in accordance with the applicable piping code or regulation for straight seamless pipe or for material of equivalent composition and mechanical properties to the fitting.

Any corrosion or mechanical allowances and any reduction in allowable stress due to temperature or other service conditions must be applied to the pipe and fitting alike.

Material Specifications:

Fitting:

Ductile iron conforming to ASTM A-536, grade

65-45-12.

Fitting Coating:

Orange enamel

Red enamel in Europe, Middle East, Africa, and

India

Optional: Hot dipped galvanized

Approvals/Listings:

Product Description:

FireLock® products comprise a unique system specifically designed for fire protection services.

FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings.

FireLock fittings are designed for use exclusively with

Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference.

Refer to the appropriate listing agency or approval body for pressure ratings. Pressure ratings vary by agency.

FireLock® Fittings

10.03 victaulic.com | FireLock® Fittings | Publication 10.03

10.03 1539 Rev M Updated 12/2014 © 2014 Victaulic Company. All rights reserved.

Job/Owner

System No.

Location

Contractor

Submitted By

Date

Engineer

Spec Section

Paragraph

Approved

Date

Dimensions:

NO. 001

C to E

NO. 003 NO. 002 No. 006

Nominal Size

Actual Outside Diameter

No. 001 90° Elbow

No. 003 45° Elbow

No. 002 Straight Tee

No. 006 Cap

C to E

Approx.

Weight Each C to E

Approx.

Weight Each C to E

Approx.

Weight Each C to E

Approx.

Weight Each inches mm inches mm inches mm

Lbs.

kg inches mm

Lbs.

kg inches mm

Lbs.

kg inches mm

Lbs.

kg

1 ¼ 1.660 — — — — — — 0.82 0.3 32 42.4 21 0.1 1 ½ 1.900 — — — — — — 0.82 0.4 40 48.3 — — — — — — 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6

50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 2 ½ 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5

76.1 mm 3.000 3.00 3.30 2.25 2.4 3.00 3.8 — —76.1 76 1.5 57 1.1 76.2 1.7 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2

80 88.9 86 1.8 64 1.4 86 2.4 22 0.5

108 mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 — —108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4

100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1

125 141.3 124 5.7 83 3.8 124 7.1 25 1.9

139.7 mm 5.500 4.88 12.4 3.25 8.2 4.88 15.4 — —139.7 124.0 5.6 82.6 3.7 124.0 6.9

159 mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 — —158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9

150 168.3 140 8.3 89 5.3 140 10.3 25 2.7

165.1 mm 6.500 5.43 17.6 3.50 11.4 5.50 22.0 — —165.1 139.7 7.9 88.9 5.2 139.7 9.9 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7

200 219.1 173 11.6 108 9.3 176 17.6 29 5.8

C to E

C to E

T

C to E

C to E victaulic.com | FireLock® Fittings | Publication 10.03

10.03 1539 Rev M Updated 12/2014 © 2014 Victaulic Company. All rights reserved.

victaulic.com

DIMENSIONS

Module Body Size Dimensions – Inches/mm Aprx. Weight

Each

Nominal Diameter

Inches/mm

Actual Outside

Diameter Inches/mm

Drain Size Inches/mm A B C D

E (Groove) F G Lbs./kgs

1 1/4

1.660 42.2

33.4

11.45 290.8

7.20 182.9

5.77 146.5

3.50 88.9

10.05 255.3

7.48 190.0

2.54 64.5

15.2 6.9

1 ½

1.900 48.3

33.4

11.45 290.8

7.32 185.9

5.77 146.5

3.50 88.9

10.05 255.3

7.48 190.0

2.54 64.5

15.5 7.0

2.375 60.3

33.4

11.45 290.8

7.55 191.8

5.77 146.5

3.50 88.9

10.05 255.3

7.48 190.0

2.54 64.5

19.9 9.0

2 ½

2.875 73.0

1 1/4

12.00

8.41

6.18

4.25

9.76

11.87

4.25

22.7 10.3

3.500 88.9

1 1/4

12.00

9.42

6.18

4.25

9.76

11.87

4.25

23.2 10.6

4.500 114.3

12.00

9.90

7.25

5.00

10.15

12.62

4.21

30.3 13.8

6.625 168.3

12.00

10.85

8.31

6.00

10.15

13.62

4.24 107.7

36.7 16.7

Nominal Size inches

Orifices

1.25 K5.6

1.5 K5.6

2 K5.6

2.5 K5.6 K6.9 K8.0 K11.2

3 K5.6 K6.9 K8.0 K11.2

4 K5.6 K6.9 K8.0 K11.2 K14.0 K16.8

6 K5.6 K6.9 K8.0 K11.2 K14.0 K16.8

Nominal Size inches Drain Type Drain Size

1.25 NPT 1"

1.5 NPT 1"

2 NPT 1"

2.5 Grooved 1 1/4"

3 Grooved 1 1/4" 4 Grooved 2" 6 Grooved 2"

Designed for NFPA 13 commercial requirements, the Victaulic Series 747M Zone Control Riser Module features a cast body, and is compact and easy to install in zoned wet sprinkler systems.

The integrated module body consists of a shut off valve, test and drain valve combination and different orifice sizes (K factors), a UL Listed and FM Approved Flow Switch, and a Pressure Gauge. The Series 747M FireLock Zone Control Riser Module is available in sizes from 1 ¼ through 6"/32 mm – 150 mm with grooved ends on the main pipe for installation in the horizontal or vertical up-flow positions with UL Listed, FM Approved Victaulic grooved couplings. 1 1/4 - 2" modules have an NPT drain port. 2 ½ - 6" modules have a grooved drain port.

The Series 747M FireLock Zone Control Riser Module is FM Approved and UL and ULC Listed for working pressures up to 365psi/2517 kPa. An optional pressure relief valve kit is available for all sizes. The Pressure Relief Valve is FM Approved and UL and ULC Listed for working pressures up to 175psi/1200kPa.

10.96_1

FireLock® Zone Control Riser Module

SERIES 747M

10.96IPS CARBON STEEL PIPE – FIRE PROTECTION PRODUCTS

STYLE 747M

PATENT PENDING

JOB/OWNER CONTRACTOR ENGINEER

System No. ______________________________ Submitted By ____________________________ Spec Sect _______________ Para ___________

Location ________________________________ Date ___________________________________ Approved _______________________________

Date ___________________________________ www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED.

REV_I

SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS

2 1/2 – 6"/65.0 – 150 mm Nominal Sizes

Hose Clamp

Barbed Fitting Pressure Relief Valve

Drain TubingClose Nipple

Elbow

Hose Clamp

Barbed Fitting

Optional Pressure Relief Valve Kit Detail

(Valves shown above in the “test” position.

Shown with optional Pressure Relief Valve Kit installed)

1 ¼ – 2"/32 – 50 mm Nominal Sizes

E

A

D

G

C

B

F

B

C

E

A

D G

F

MATERIAL SPECIFICATIONS Module Body: Cast from ductile iron conforming to ASTM A-536, grade 65-45-12 with integral Victaulic grooved ends. Finish: orange enamel.

Shut-off and Test/Drain Valve: Chrome plated brass ball, S 37700 brass clapper, 416SS or 410SS shafts, Delrin orifice, virgin Teflon*, enhanced Teflon and EPDM rubber seals.

*Teflon is a registered trademark of Dupont

Coupling: Any UL Listed, FM Approved Victaulic IPS-sized coupling may also be used. Note:

Couplings not included with product.

Waterflow Detector: System Sensor Model WFD/WFDTH vane type waterflow detector with sealed retard, visual switch activation, and mechanical delay adjustment. Cover includes tamper resistant security screws and tool. Note: ULC models WFDA /WFDTHA include cover tamper switch.

10.96

FireLock® Zone Control Riser Module

SERIES 747M

10.96FIRE PROTECTION PRODUCTS – DEVICES

For complete contact information, visit www.victaulic.com

10.96 3089 REV I UPDATED 7/2010

VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED.

WARNING

�•� This�product�must�be�installed�by�an�experienced,�trained�installer,� in accordance with the instructions provided with each valve. These instructions contain important information.

Failure�to�follow�these�instructions�may�result�in�serious�personal�injury,� property�damage,�or�valve�leakage.

If you need additional copies of this product literature or the valve installation�instructions,�or�if�you�have�any�questions�about�the�safe� installation�and�use�of�this�device,�contact�Victaulic�Company,�P.O.� Box�31,�Easton,�PA�18044-0031�USA,�Telephone:�001-610-559-3300.

WARNING

WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details.

This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations.

NOTE

FIRE DEPT. INLET CONN. EXPOSED TYPE 6405-6425 SERIES

Page 6-15

SINGLE CLAPPER TWO-WAY INLETS

4 x 2 1/2 x 2 1/2

An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept.

inlet requirements.

STANDARD EQUIPMENT: Cast brass two-way inlet body only with single swing clapper and pin lug swivel back or angle outlet connection as selected by figure number.

SPECIFY THREAD.

"Auto Spkr."BRANDING: FINISH: Cast Brass

OPTIONAL FINISHES:

PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated

*U/L LISTED

Model C

6 1/2

Outlet Dimensions

Style A B

6405 Back 5 1/4 8 5/64

6407 Angle 6 5/16 7 11/16 4 3/4

DOUBLE CLAPPER TWO-WAY INLETS

An exposed auxiliary inlet connection with 500 G.P.M. Inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Department Inlet requirements.

STANDARD EQUIPMENT: Cast brass two-way inlet body only with double drop clappers and pin lug swivels; back or angle outlet connection as selected by figure number. Branding as selected. SPECIFY THREAD AND BRANDING.

BRANDING: "Standpipe", "Auto Spkr."

FINISH: Cast Brass

OPTIONAL FINISHES:

PB - Polished Brass RC - Rough Chrome Plated

PC - Polished Chrome Plated

*U/L LISTED

NY BSA-MEA APPROVED

6407 Angle Outlet

6420 Angle Outlet

Outlet Style Dimensions

Back Angle Size B C DA E

*6410 4 X 2 1/2 X 2 1/2 9 5/8 12 1/4

6420 4 X 2 1/2 X 2 1/2 11 3/4 9 5/8 7 1/4

6412 6 X 2 1/2 X 2 1/2 10 1/4 11 3/4

6422 6 X 2 1/2 X 2 1/2 12 1/2 10 1/8 7 1/2

6413 4 X 3 X 3 10 12 1/2

6423 4 X 3 X 3 12 1/2 10 1/8 7 1/2

6414 5 X 3 X 3 10 1/8 12 1/2

6424 5 X 3 X 3 12 1/4 10 1/2 7 1/2

6415 6 X 3 X 3 10 3/8 12 1/2

6425 6 X 3 X 3 12 1/4 10 7/8 7 1/4

Figure No. 6410-6415

Figure No. 6420-6425

6410 Back Outlet

Figure No. 6405

Figure No. 6407

6405 Back Outlet

Hydraulic Overview Job Number: 1

Report Description: Ordinary Group II (One)

Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name

1 530.60 100.00 52.000 10.000Water Supply

Identifier Pressure(psi) K-Factor(K) Flow(gpm)

Job

System

Supplies Check Point Gauges

1 Mike Moken

Dakota Plains Kyle Clinic Health Ctr

FIRE SPRINKLER PROTECTION LAYOUT

1000 Health Ctr Rd

605-593-4917

Kyle Clinic.1

BIA

2017 Expansion

Job Name:

Address 1

Address 2

Design Engineer

Phone FAX

State Certification/License Number

AHJ

Job Site/Building

Most Demanding Sprinkler Data

Coverage Per Sprinkler

Total Demand

Area of Application

Hose Streams

Number Of Sprinklers Calculated

Pressure Result

Job Number

286.14 @ 30.552

Water Supply at Node 1 (530.60, 0.00, 52.000, 10.000)

0.200gpm/ft²

5.6 K-Factor 18.53 at 10.946

92.64ft²

986.62ft² (Actual 986.62ft²)

100.00

Density

+8.048 (20.9%)

Address 3

Kyle, SD 57752

System Pressure Demand System Flow Demand

30.552 186.14

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Hydraulic Summary

Job Number: 1

Node Flow(gpm)

Total Hose Streams

100.00

Safety MarginRequiredAvailable

Node

Hose Flow Static Residual Flow Total Demand

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

Name

1 38.600 30.552 8.048530.60100.00 10.00052.000 286.14Water Supply

Design EngineerJob Number

Total Water Required (Including Hose Allowance)

286.14

Maximum Pressure Unbalance In Loops

0.000

Additional Hose Supplies

100.00

Hose Allowance At Source

Supplies

1871.06gal

Ordinary Group II

0.200gpm/ft²

92.64ft²

986.62ft² (Actual 986.62ft²)

Occupancy

Area of Application

Coverage Per SprinklerNumber Of Sprinklers Calculated

Density

Job Suffix

AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area

Left: 30.589

Volume capacity of Dry PipesVolume capacity of Wet Pipes

4.27 between nodes 5 and 638 Maximum Velocity Under Ground

8.00 between nodes 752 and 753 Maximum Velocity Above Ground

5.6 K-Factor 18.53 at 10.946

Most Demanding Sprinkler Data

System

2017 Expansion1000 Health Ctr Rd Job Site/Building

BIAFIRE SPRINKLER PROTECTION LAYOUT

AHJ

Dakota Plains Kyle Clinic Health Ctr

Job

State Certification/License NumberJob Name:

Mike Moken1

Contractor

Contractor Number

RFP

Name of Contractor:

RAPID FIRE PROTECTION

Address 1

1530 SAMCO ROAD

Address 2

RAPID CITY, SD 57702

Contact Name Contact Title

PM

ExtensionPhone

605.348.2342

FAX

E-mail

Mmoken@rapidfireinc.com

Web-Site www.rapidfireinc.com

Mike Moken

Address 3

Address 1

Address 2

Drawing Name

Kyle Clinic.1

System Flow Demand

186.14

Remote Area(s)

Address 3

Kyle, SD 57752

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Hydraulic Graph

Job Number: 1

10.000 @ 530.60

Residual: Pressure

52.000

Static: Pressure

Water Supply at Node 1

Hydraulic Graph

Water Supply at Node 1

30.552 @ 186.14

30.552 @ 286.14

Available Pressure at Time of Test Date of Test Time of Test

12/14/17 9:45

Test Conducted By Test Witnessed By

Rapid Fire Protection MM GG

Southside of Hosp Location

38.600 @ 286.14

System Demand

System Demand (Including Hose Allowance at Source)

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Device (gpm)

Actual Flow Minimum Flow

(gpm) (K)

K-Factor

(psi)

Pressure

Summary Of Outflowing Devices Report Description: Ordinary Group II (One)

Job Number: 1

Sprinkler 1013 18.71 18.53 5.6 11.161

Sprinkler 1014 18.63 18.53 5.6 11.071

Sprinkler 1015 18.62 18.53 5.6 11.062

Sprinkler 1016 18.63 18.53 5.6 11.071

Sprinkler 1017 18.68 18.53 5.6 11.124

Sprinkler 1026 18.64 18.53 5.6 11.081

Sprinkler 1029 18.53 18.53 5.6 10.949

Sprinkler 1030 18.53 18.53 5.6 10.946

Sprinkler 1031 18.54 18.53 5.6 10.966

Most Demanding Sprinkler Data

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FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm)

Node Analysis Report Description: Ordinary Group II (One)

Job Number: 1

1 -4'-0 S 30.552 186.14

1013 13'-0 Spr(-11.161) 11.161 18.71

1014 13'-0 Spr(-11.071) 11.071 18.63

1015 13'-0 Spr(-11.062) 11.062 18.62

1016 13'-0 Spr(-11.071) 11.071 18.63

1017 13'-0 Spr(-11.124) 11.124 18.68

1026 13'-0 Spr(-11.081) 11.081 18.64

1029 13'-0 Spr(-10.949) 10.949 18.53

1030 13'-0 Spr(-10.946) 10.946 18.53

1031 13'-0 Spr(-10.966) 10.966 18.54

1032 13'-0 Spr(-11.059) 11.059 18.62

5 -4'-0 T(33'-5½) 28.638

590 11'-11 PO(10'-0) 16.885

591 13'-0 E(5'-0) 16.158

626 12'-0 PO(10'-0) 11.941

627 13'-0 T(10'-0) 11.762

638 2'-6 BFP(-4.000) 25.140

640 4'-4 fT(20'-0) 20.346

645 5'-9 19.722

647 11'-11 T(20'-0) 16.903

668 11'-11 PO(10'-0) 16.791

669 13'-0 E(5'-0) 16.091

671 12'-0 PO(10'-0) 11.919

672 13'-0 T(10'-0) 11.714

744 12'-0 PO(10'-0) 11.834

745 13'-0 T(10'-0) 11.179

751 13'-0 T(10'-0) 13.273

752 11'-11 PO(10'-0) 16.767

753 13'-0 E(5'-0) 15.571

770 12'-0 PO(10'-0) 11.811

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Pipe Type Diameter Flow Velocity Friction Loss Length Pressure

Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary

Upstream Total Length

HWC

Hydraulic Analysis Job Number: 1

Report Description: Ordinary Group II (One)

• • • • • Route 1 • • • • •

Pf

Pe

Pv

BL 2.1230 14.04 1.27 0.002182 9'-0 0.020

1030 13'-0 18.53 5.6 10.946

1031 13'-0 10.966 9'-0

Sprinkler

Pf

Pe

Pv

BL 2.1230 32.58 2.95 0.010362 4'-4 0.148

1031 13'-0 18.54 5.6 10.966 10'-0

771 13'-0 11.115 14'-4

Sprinkler, T(10'-0)

Pf

Pe

Pv

RN 2.1230 51.21 4.64 0.023914 1'-0 0.263

771 13'-0 18.62 11.115 10'-0 0.434

770 12'-0 11.811 11'-0

Flow (q) from Route 3

PO(10'-0)

Pf

Pe

Pv

CM 3.3340 51.21 1.88 0.002655 8'-9½ 0.023

770 12'-0 11.811

744 12'-0 11.834 8'-9½

Pf

Pe

Pv

CM 3.3340 97.87 3.60 0.008800 9'-7 0.084

744 12'-0 46.66 11.834

671 12'-0 11.919 9'-7

Flow (q) from Route 5

Pf

Pe

Pv

CM 3.3340 50.38 1.85 0.002576 8'-5½ 0.022

671 12'-0 11.919

626 12'-0 11.941 8'-5½

Pf

Pe

Pv

RN 2.1230 50.38 4.57 0.023206 1'-0 0.255

626 12'-0 11.941 10'-0 -0.434

627 13'-0 11.762 11'-0

PO(10'-0)

Pf

Pe

Pv

BL 2.1230 50.38 4.57 0.023206 154'-5 4.396

627 13'-0 11.762 35'-0

591 13'-0 16.158 189'-5

T(10'-0)

5E(5'-0)

Pf

Pe

Pv

RN 2.1230 50.38 4.57 0.023206 1'-1 0.257

591 13'-0 16.158 10'-0 0.470

590 11'-11 16.885 11'-1

PO(10'-0)

Pf

Pe

Pv

FR 4.3100 50.38 1.11 0.000738 4'-3 0.018

590 11'-11 16.885 20'-0

647 11'-11 16.903 24'-3

T(20'-0)

Pf

Pe

Pv

FR 4.3100 186.14 4.09 0.008279 7'-7 0.145

647 11'-11 135.76 16.903 10'-0 2.674

645 5'-9 19.722 17'-7

Flow (q) from Route 2

E(10'-0)

Pf

Pe

Pv

MS 4.2600 186.14 4.19 0.008763 1'-1 0.009

645 5'-9 19.722 0.614

640 4'-4 20.346 1'-1

2f(-0.000)

Pf

Pe

Pv

DY 4.3100 186.14 4.09 0.008279 0'-0 4.000

640 4'-4 20.346 0.795

638 2'-6 25.140 0'-0

BFP(-4.000)

Pf

Pe

Pv

UG 4.2200 186.14 4.27 0.006898 55'-0 0.679

638 2'-6 25.140 43'-6 2.818

5 -4'-0 28.638 98'-6

LtE(10'-0½), T(33'-5½)

Pf

Pe

Pv

UG 5.3490 186.14 2.66 0.001914 1000'-0 1.914

5 -4'-0 28.638

1 -4'-0 30.552 1000'-0

Water Supply

286.14

100.00 Hose Allowance At Source

• • • • • Route 2 • • • • •

Pf

Pe

Pv

BL 2.1230 4.49 0.41 0.000265 9'-8 0.003

1030 13'-0 18.53 5.6 10.946

1029 13'-0 10.949 9'-8

Sprinkler

Pf

Pe

Pv

BL 2.1230 23.02 2.09 0.005449 14'-2 0.132

1029 13'-0 18.53 5.6 10.949 10'-0

1026 13'-0 11.081 24'-2

Sprinkler, 2E(5'-0)

Pf

Pe

Pv

BL 2.1230 41.66 3.78 0.016327 99'-3½ 2.192

1026 13'-0 18.64 5.6 11.081 35'-0

751 13'-0 13.273 134'-3½

Sprinkler, 5E(5'-0), T(10'-0)

Pf

Pe

Pv

BL 2.1230 88.28 8.00 0.065500 30'-1 2.298

751 13'-0 46.62 13.273 5'-0

753 13'-0 15.571 35'-1

Flow (q) from Route 4

E(5'-0)

Pf

Pe

Pv

RN 2.1230 88.28 8.00 0.065500 1'-1 0.726

753 13'-0 15.571 10'-0 0.470

752 11'-11 16.767 11'-1

PO(10'-0)

Pf

Pe

Pv

FR 4.3100 88.28 1.94 0.002082 11'-10½ 0.025

752 11'-11 16.767

668 11'-11 16.791 11'-10½

Pf

Pe

Pv

FR 4.3100 135.76 2.99 0.004617 4'-2½ 0.112

668 11'-11 47.48 16.791 20'-0

647 11'-11 16.903 24'-2½

Flow (q) from Route 7

T(20'-0)

• • • • • Route 3 • • • • •

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Upstream Total Length

HWC

Hydraulic Analysis Job Number: 1

Report Description: Ordinary Group II (One)

Pf

Pe

Pv

BL 2.1230 18.62 1.69 0.003681 5'-0 0.055

1032 13'-0 18.62 5.6 11.059 10'-0

771 13'-0 11.115 15'-0

Sprinkler, T(10'-0)

• • • • • Route 4 • • • • •

Pf

Pe

Pv

BL 2.1230 9.28 0.84 0.001014 9'-8 0.010

1015 13'-0 18.62 5.6 11.062

1014 13'-0 11.071 9'-8

Sprinkler

Pf

Pe

Pv

BL 2.1230 27.91 2.53 0.007781 11'-7 0.090

1014 13'-0 18.63 5.6 11.071

1013 13'-0 11.161 11'-7

Sprinkler

Pf

Pe

Pv

BL 2.1230 46.62 4.23 0.020102 90'-0½ 2.111

1013 13'-0 18.71 5.6 11.161 15'-0

751 13'-0 13.273 105'-0½

Sprinkler, E(5'-0), T(10'-0)

• • • • • Route 5 • • • • •

Pf

Pe

Pv

BL 2.1230 9.35 0.85 0.001029 9'-6 0.010

1015 13'-0 18.62 5.6 11.062

1016 13'-0 11.071 9'-6

Sprinkler

Pf

Pe

Pv

BL 2.1230 27.98 2.54 0.007819 3'-10 0.108

1016 13'-0 18.63 5.6 11.071 10'-0

745 13'-0 11.179 13'-10

Sprinkler, T(10'-0)

Pf

Pe

Pv

RN 2.1230 46.66 4.23 0.020135 1'-0 0.221

745 13'-0 18.68 11.179 10'-0 0.434

744 12'-0 11.834 11'-0

Flow (q) from Route 6

PO(10'-0)

• • • • • Route 6 • • • • •

Pf

Pe

Pv

BL 2.1230 18.68 1.69 0.003701 5'-0 0.056

1017 13'-0 18.68 5.6 11.124 10'-0

745 13'-0 11.179 15'-0

Sprinkler, T(10'-0)

• • • • • Route 7 • • • • •

Pf

Pe

Pv

RN 2.1230 47.48 4.30 0.020798 1'-0 0.229

671 12'-0 11.919 10'-0 -0.434

672 13'-0 11.714 11'-0

PO(10'-0)

Pf

Pe

Pv

BL 2.1230 47.48 4.30 0.020798 155'-5½ 4.377

672 13'-0 11.714 55'-0

669 13'-0 16.091 210'-5½

T(10'-0)

9E(5'-0)

Pf

Pe

Pv

RN 2.1230 47.48 4.30 0.020798 1'-1 0.231

669 13'-0 16.091 10'-0 0.470

668 11'-11 16.791 11'-1

PO(10'-0)

1.51

4.87

)( 150

1.33

1.16

0.713

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

Actual Inside Diameter

Schedule 40 Steel Pipe Inside Diameter = Factor

C Value Multiplier

Value Of C

Multiplying Factor

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Upstream Total Length

HWC

Hydraulic Analysis Job Number: 1

Report Description: Ordinary Group II (One)

Pipe Type Legend

AO Arm-Over

BL Branch Line

CM Cross Main

DN Drain

DR Drop

DY Dynamic

FM Feed Main

FR Feed Riser

MS Miscellaneous

OR Outrigger

RN Riser Nipple

SP Sprig

ST Stand Pipe

UG Underground

Units Legend

Diameter Inch

Elevation Foot

Flow gpm

Discharge gpm

Velocity fps

Pressure psi

Length Foot

Friction Loss psi/Foot

HWC Hazen-Williams Constant

Pt Total pressure at a point in a pipe

Pn Normal pressure at a point in a pipe

Pf Pressure loss due to friction between points

Pe Pressure due to elevation difference between indicated points

Pv Velocity pressure at a point in a pipe

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 Reducing Valve

PrV Pressure Relief Valve red Reducer/Adapter

S Supply sCV Swing Check Valve

Spr Sprinkler

St Strainer

T Tee Flow Turn 90°

Tr Tee Run

U Union

WirF Wirsbo

WMV Water Meter Valve

Z Cap

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Flow Diagram (Top View)

Job Number: 1

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Report Description: Ordinary Group II (two)

Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name

1 530.60 52.000 10.000Water Supply

Identifier Pressure(psi) K-Factor(K) Flow(gpm)

Job

System

Supplies Check Point Gauges

1 Mike Moken

Dakota Plains Kyle Clinic Health Ctr

FIRE SPRINKLER PROTECTION LAYOUT

1000 Health Ctr Rd

605-593-4917

Kyle Clinic.1

BIA

2017 Expansion

Job Name:

Address 1

Address 2

Design Engineer

Phone FAX

State Certification/License Number

AHJ

Job Site/Building

Most Demanding Sprinkler Data

Coverage Per Sprinkler

Total Demand

Area of Application

Hose Streams

Number Of Sprinklers Calculated

Pressure Result

Job Number

197.59 @ 42.500

Water Supply at Node 1 (530.60, 0.00, 52.000, 10.000)

0.200gpm/ft²

5.6 K-Factor 24.08 at 18.495

120.42ft²

963.35ft² (Actual 963.35ft²)

0.00

Density

+2.746 (6.1%)

Address 3

Kyle, SD 57752

System Pressure Demand System Flow Demand

42.500 197.59

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Job Number: 1

Node Flow(gpm)

Total Hose Streams

0.00

Safety MarginRequiredAvailable

Node

Hose Flow Static Residual Flow Total Demand

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

Name

1 45.245 42.500 2.746530.6010.00052.000 197.59Water Supply

Design EngineerJob Number

Total Water Required (Including Hose Allowance)

197.59

Maximum Pressure Unbalance In Loops

0.000

Additional Hose Supplies

0.00

Hose Allowance At Source

Supplies

1871.06gal

Ordinary Group II

0.200gpm/ft²

120.42ft²

963.35ft² (Actual 963.35ft²)

Occupancy

Area of Application

Coverage Per SprinklerNumber Of Sprinklers Calculated

Density

Job Suffix

AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area

Volume capacity of Dry PipesVolume capacity of Wet Pipes

4.53 between nodes 5 and 638 Maximum Velocity Under Ground

11.01 between nodes 574 and 957 Maximum Velocity Above Ground

5.6 K-Factor 24.08 at 18.495

Most Demanding Sprinkler Data

System

2017 Expansion1000 Health Ctr Rd Job Site/Building

BIAFIRE SPRINKLER PROTECTION LAYOUT

AHJ

Dakota Plains Kyle Clinic Health Ctr

Job

State Certification/License NumberJob Name:

Mike Moken1

Contractor

Contractor Number

RFP

Name of Contractor:

RAPID FIRE PROTECTION

Address 1

1530 SAMCO ROAD

Address 2

RAPID CITY, SD 57702

Contact Name Contact Title

PM

ExtensionPhone

605.348.2342

FAX

E-mail

Mmoken@rapidfireinc.com

Web-Site www.rapidfireinc.com

Mike Moken

Address 3

Address 1

Address 2

Drawing Name

Kyle Clinic.1

System Flow Demand

197.59

Remote Area(s)

Address 3

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Job Number: 1

10.000 @ 530.60

Residual: Pressure

52.000

Static: Pressure

Water Supply at Node 1

Hydraulic Graph

Water Supply at Node 1

42.500 @ 197.59

42.500 @ 197.59

Available Pressure at Time of Test Date of Test Time of Test

12/14/17 9:45

Test Conducted By Test Witnessed By

Rapid Fire Protection MM GG

Southside of Hosp Location

45.245 @ 197.59

System Demand

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(gpm) (K)

K-Factor

(psi)

Pressure

Summary Of Outflowing Devices Report Description: Ordinary Group II (two)

Job Number: 1

Sprinkler 891 24.09 24.08 5.6 18.513

Sprinkler 892 24.08 24.08 5.6 18.495

Sprinkler 921 24.48 24.08 5.6 19.112

Sprinkler 922 24.47 24.08 5.6 19.094

Sprinkler 957 25.14 24.08 5.6 20.149

Sprinkler 958 25.13 24.08 5.6 20.130

Sprinkler 986 25.11 24.08 5.6 20.098

Sprinkler 987 25.09 24.08 5.6 20.079

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Report Description: Ordinary Group II (two)

Job Number: 1

1 -4'-0 S 42.500 197.59

891 20'-4 Spr(-18.513) 18.513 24.09

892 20'-4 Spr(-18.495) 18.495 24.08

921 20'-4 Spr(-19.112) 19.112 24.48

922 20'-4 Spr(-19.094) 19.094 24.47

957 20'-4 Spr(-20.149) 20.149 25.14

958 20'-4 Spr(-20.130) 20.130 25.13

986 20'-4 Spr(-20.098) 20.098 25.11

987 20'-4 Spr(-20.079) 20.079 25.09

5 -4'-0 T(33'-5½) 40.363

573 19'-7 PO(10'-0) 23.542

574 20'-4 T(5'-0) 22.349

575 19'-7 PO(10'-0) 23.520

576 20'-4 T(5'-0) 22.328

590 11'-11 PO(10'-0) 28.323

591 13'-0 E(5'-0) 27.863

626 12'-0 PO(10'-0) 28.461

627 13'-0 T(10'-0) 28.018

638 2'-6 BFP(-4.000) 36.786

640 4'-4 fT(20'-0) 31.991

645 5'-9 31.366

647 11'-11 T(20'-0) 28.530

668 11'-11 PO(10'-0) 28.530

669 13'-0 E(5'-0) 28.059

671 12'-0 PO(10'-0) 28.461

672 13'-0 T(10'-0) 28.029

744 12'-0 PO(10'-0) 28.462

745 13'-0 T(10'-0) 28.029

751 13'-0 T(10'-0) 28.045

752 11'-11 PO(10'-0) 28.530

753 13'-0 E(5'-0) 28.057

770 12'-0 PO(10'-0) 28.462

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Upstream Total Length

HWC

Hydraulic Analysis Job Number: 1

Report Description: Ordinary Group II (two)

• • • • • Route 1 • • • • •

Pf

Pe

Pv

BL 1.4180 24.08 4.89 0.042283 14'-2 0.599

892 20'-4 24.08 5.6 18.495

922 20'-4 19.094 14'-2

Sprinkler

Pf

Pe

Pv

BL 1.6540 48.55 7.25 0.073096 14'-2 1.036

922 20'-4 24.47 5.6 19.094

958 20'-4 20.130 14'-2

Sprinkler

Pf

Pe

Pv

BL 1.6540 73.68 11.00 0.158113 5'-11 2.198

958 20'-4 25.13 5.6 20.130 8'-0

576 20'-4 22.328 13'-11

Sprinkler, T(8'-0)

Pf

Pe

Pv

RN 2.1230 98.77 8.95 0.080627 0'-9 0.867

576 20'-4 25.09 22.328 10'-0 0.326

575 19'-7 23.520 10'-9

Flow (q) from Route 3

PO(10'-0)

Pf

Pe

Pv

FR 4.3100 98.77 2.17 0.002563 8'-6 0.022

575 19'-7 23.520

573 19'-7 23.542 8'-6

Pf

Pe

Pv

FR 4.3100 197.59 4.35 0.009245 107'-8½ 1.458

573 19'-7 98.82 23.542 50'-0 3.323

590 11'-11 28.323 157'-8½

Flow (q) from Route 2

E(10'-0), 2T(20'-0)

Pf

Pe

Pv

FR 4.3100 189.33 4.16 0.008543 4'-3 0.207

590 11'-11 28.323 20'-0

647 11'-11 28.530 24'-3

T(20'-0)

Pf

Pe

Pv

FR 4.3100 197.59 4.35 0.009245 7'-7 0.162

647 11'-11 8.26 28.530 10'-0 2.674

645 5'-9 31.366 17'-7

Flow (q) from Route 5

E(10'-0)

Pf

Pe

Pv

MS 4.2600 197.59 4.45 0.009786 1'-1 0.011

645 5'-9 31.366 0.614

640 4'-4 31.991 1'-1

2f(-0.000)

Pf

Pe

Pv

DY 4.3100 197.59 4.35 0.009245 0'-0 4.000

640 4'-4 31.991 0.795

638 2'-6 36.786 0'-0

BFP(-4.000)

Pf

Pe

Pv

UG 4.2200 197.59 4.53 0.007704 55'-0 0.759

638 2'-6 36.786 43'-6 2.818

5 -4'-0 40.363 98'-6

LtE(10'-0½), T(33'-5½)

Pf

Pe

Pv

UG 5.3490 197.59 2.82 0.002137 1000'-0 2.137

5 -4'-0 40.363

1 -4'-0 42.500 1000'-0

Water Supply

197.59

0.00 Hose Allowance At Source

• • • • • Route 2 • • • • •

Pf

Pe

Pv

BL 1.4180 24.09 4.90 0.042320 14'-2 0.600

891 20'-4 24.09 5.6 18.513

921 20'-4 19.112 14'-2

Sprinkler

Pf

Pe

Pv

BL 1.6540 48.58 7.25 0.073161 14'-2 1.036

921 20'-4 24.48 5.6 19.112

957 20'-4 20.149 14'-2

Sprinkler

Pf

Pe

Pv

BL 1.6540 73.71 11.01 0.158252 5'-11 2.200

957 20'-4 25.14 5.6 20.149 8'-0

574 20'-4 22.349 13'-11

Sprinkler, T(8'-0)

Pf

Pe

Pv

RN 2.1230 98.82 8.96 0.080698 0'-9 0.868

574 20'-4 25.11 22.349 10'-0 0.326

573 19'-7 23.542 10'-9

Flow (q) from Route 4

PO(10'-0)

• • • • • Route 3 • • • • •

Pf

Pe

Pv

BL 1.0830 25.09 8.74 0.169513 8'-3 2.248

987 20'-4 25.09 5.6 20.079 5'-0

576 20'-4 22.328 13'-3

Sprinkler, T(5'-0)

• • • • • Route 4 • • • • •

Pf

Pe

Pv

BL 1.0830 25.11 8.74 0.169662 8'-3 2.250

986 20'-4 25.11 5.6 20.098 5'-0

574 20'-4 22.349 13'-3

Sprinkler, T(5'-0)

• • • • • Route 5 • • • • •

Pf

Pe

Pv

BL 2.1230 5.08 0.46 0.000333 30'-1 0.012

751 13'-0 2.38 + 2.70 28.045 5'-0

753 13'-0 28.057 35'-1

Flow (q) from Route 6 and 7

E(5'-0)

Pf

Pe

Pv

RN 2.1230 5.08 0.46 0.000333 1'-1 0.004

753 13'-0 28.057 10'-0 0.470

752 11'-11 28.530 11'-1

PO(10'-0)

Pf

Pe

Pv

FR 4.3100 5.08 0.11 0.000011 11'-10½ 0.000

752 11'-11 28.530

668 11'-11 28.530 11'-10½

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Upstream Total Length

HWC

Hydraulic Analysis Job Number: 1

Report Description: Ordinary Group II (two)

Pf

Pe

Pv

FR 4.3100 8.26 0.18 0.000026 4'-2½ 0.001

668 11'-11 3.18 28.530 20'-0

647 11'-11 28.530 24'-2½

Flow (q) from Route 8

T(20'-0)

• • • • • Route 6 • • • • •

Pf

Pe

Pv

RN 2.1230 8.26 0.75 0.000819 1'-0 0.009

627 13'-0 8.26 28.018 10'-0 0.434

626 12'-0 28.461 11'-0

Flow (q) from Route 9

PO(10'-0)

Pf

Pe

Pv

CM 3.3340 8.26 0.30 0.000091 8'-5½ 0.001

626 12'-0 28.461

671 12'-0 28.461 8'-5½

Pf

Pe

Pv

CM 3.3340 5.08 0.19 0.000037 9'-7 0.000

671 12'-0 28.461

744 12'-0 28.462 9'-7

Pf

Pe

Pv

CM 3.3340 2.38 0.09 0.000009 8'-9½ 0.000

744 12'-0 28.462

770 12'-0 28.462 8'-9½

Pf

Pe

Pv

RN 2.1230 2.38 0.22 0.000082 1'-0 0.001

770 12'-0 28.462 10'-0 -0.434

771 13'-0 28.029 11'-0

PO(10'-0)

Pf

Pe

Pv

BL 2.1230 2.38 0.22 0.000082 136'-5½ 0.016

771 13'-0 28.029 55'-0

751 13'-0 28.045 191'-5½

T(10'-0)

7E(5'-0), T(10'-0)

• • • • • Route 7 • • • • •

Pf

Pe

Pv

RN 2.1230 2.70 0.25 0.000104 1'-0 0.001

744 12'-0 28.462 10'-0 -0.434

745 13'-0 28.029 11'-0

PO(10'-0)

Pf

Pe

Pv

BL 2.1230 2.70 0.25 0.000104 124'-7½ 0.016

745 13'-0 28.029 25'-0

751 13'-0 28.045 149'-7½

T(10'-0)

E(5'-0), T(10'-0)

• • • • • Route 8 • • • • •

Pf

Pe

Pv

RN 2.1230 3.18 0.29 0.000140 1'-0 0.002

671 12'-0 28.461 10'-0 -0.434

672 13'-0 28.029 11'-0

PO(10'-0)

Pf

Pe

Pv

BL 2.1230 3.18 0.29 0.000140 155'-5½ 0.029

672 13'-0 28.029 55'-0

669 13'-0 28.059 210'-5½

T(10'-0)

9E(5'-0)

Pf

Pe

Pv

RN 2.1230 3.18 0.29 0.000140 1'-1 0.002

669 13'-0 28.059 10'-0 0.470

668 11'-11 28.530 11'-1