BLD20190389of EDAf
�p
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE. (425) 771-0220 - FAX: (425) 771-0221
Expiration Date:
Parcel No: 27032300405100
P R 0 P - P-C FY * V T'N AfPLIC,'IN'T CONTPF�CTOA
COASTAL COMMUNITY BANK BURNSFIRE PRTCTN SYSTEMSINC BURNS FIRE PRTCTN SYSTEMS INC
C/O MARK R BUCKLIN C/O KEITH KYLE C/O KEITH KYLE
800 5T H AVE STE 4141 PO BOX I I 10 PO BOX I 110
SEATTLE, WA 98104 GRANITE FALLS, WA 98252 GRANITE FALLS, WA 98252
(425) 357-3662 (425) 3 88-0124 (425) 388-0124
LICENSE #: BURNSFP841DU EXP:04/06/2020
.JOB DESCRIPTION
SPRINKLER SYSTEM - ENTIRE INTERIOR, AND TO REPLACE 2" SYSTEM IN BASEMENT.
VALUATION: $98,500
4",* ' N'0�1
PERMIT TYPE: Commercial
PERMIT GROUP. 3Q--.j,_fiTcSprmklcr "4tmb
GRADING: N CYDS: 0
TYPE OF CONSTRUCTIbT4---�
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE:
OTHER: ------- OTHERDESC:
ZONE:
NUMBER OF STORIES: 0
VESTED DATE:
NUMBER OF DWELLINGUNITS: 0
LOT
F—XIS11NG AREA
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSEDAR&k
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
3 RD FLOOR: 0 GARAGE: 0 DECK:O OTHER: 0
3 RD FLOOR: 0 GARAGE: 0 DECK:O OTHER: 0
BEDROOMS: 0 BATHROOMS: 0
BEDROOMS: 0 BATHROOMS: 0
FRONITTSVFBACK S DESE-1-BACK REAR SETBACK
REQUIRED: PROPOSED: IREQUIRED: PROPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREETO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THEWORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
TION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HiS/bIER DEPUTY AND ALL FEES ARE PAID.
Name Date Released By Datz
A17ENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPEC11ON HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ 1BC1 10/ IRCI 10.
= FIRE = APPLICANT = ASSESSOR KCITY
INN
'4
STATUS: ISSUED BLD20190389
CONDITIONS
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections- including final project approval and final
occupancyinspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances orpolicies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound[Noise originating firomtemporary construction sites as a result of construction activity are exempt firomthe noise lirnits
of ECC Chapter5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00amand 6:00pmon Saturdays, excluding
Sundays and Federal Holidays. At all othertimes the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents fromany and all claims for damages of
whatever nature, arising directly or indirectly fromthe issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
• Request final Fire Department Inspection (425) 775-0215.
I INSPECTIONS I
THIS PERMITAUTHOREES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DR[V B/VAYS, MARQUEES, ErC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
I TO SCHEDULE INS PECTIONS
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: Ser\ices
are now scheduled online. If you
FIRE (425) 775-7720
3. 7ben: Perm its/Dewlopment
ha\e difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (425) 771-0235
5: If you don't ha\A-- one already, create a
assistance during office hours.
login (upper right hand comer)
(425) 771-0220
RECYCLING (425) 275-4801
6: Schedule your inspection
When calling for an inspection please lea\,e the folloWng information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
F-Fire Sprinkler Insulation
F-Fire Sprinkler Bucket Test
F-Fire Sprinkler Pressure Test
F-Fire Sprinkler Acceptance
F-Fire Fin a]
ow
BUILDING PERMIT
APPLICATION
Development Services
Building Division
121 5th Ave N / Edmonds, WA 98020
425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: http://www.edmondswa.gov/
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: 123 3rd Ave S. Edmonds, WA'-I'KOZ
Parcel: 27032300405100
Lot /Unit/Suite #: Subdivision:
PROPERTY OWNER:
Name: Coastal Communily Bank
Mailing Address: P.O. Box 12220
City/State/Zip: Everett, WA 98906
Phone #: 425-357-3662
Email: Jdickson(cpcoastalbank.com
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? 0 Yes X No
I own, reside in, or will reside in the completed structure.
This installation is being made on property that I own which is
not intended for sale, lease, rent, or exchange according to
RCW 18.27.090.
Owner Signature:
APPLICANT/ CONTACT INFORMATION:
Name of Applicant: Burns Fire Protection Systems, I c.
Mailing Address: P.O. Box 1110
City/State/Zip: Granite Falls, WA 98252
Phone#: 425-388-0124
E-mail: Adm4nasstaburnsfire-com
GENERAL CONTRACTOR: (if different from applicant)
General Contractor:
Mailing Address:
City/State/Zip:
Phone #:
E-mail:
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
953,986-01 12-31-2019
CITY OF EDMONDS BUSINESS LICENSE#: NR-027079
Office Use Only
Permit #: 201940 0"s
TYPE OF PERMIT (Provide
El Accessory Structure/
Detached Garage
Details on Page 2)
El Addition
* Demolition
11 Mechanical
* New Single Family/ Duplex
0 Plumbing
* Fire Sprinkler
El Remodel
11 New Commercial/ Mixed Use
0 Re -Roof
El Signs
El Tank
N Tenant Improvement
El Other
Remodel Permit fees are based on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of all equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
Valuation: 98,500.00
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished El Unfinished El
Ist Floor, sq ft:
2nd Floor, sq ft:
Garage/Carport:, sq ft:
Deck/Covered Porch/Patio:
Other sq ft:
PROJECT DESCRIPTION
3urns to start a flange inside of building and provide a cod -a
,ompliant sprinkler system in entire interior space and deletinc
5mall 2" system that is curently in place in basement.
Reference Permit Number: BLD20190088
Total sprinkler heads: 257
1 certify that the information I have provided on this form/application is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds.
Print Name: Keith Kyle
Signature: Date
GENERAL COMMERCIAL DATA
Occupancy Group(s): Occupant Load(s):
Fire Spridder
Type(s) of Construction: Installation Fire Sprinklers: Yes 1K No
commercial
WA STATE ENERGY CODE: If your project affects the building envelope,
mechanical systems, and/or lighting, you must complete the
appropriate WSEC forms.
DEFERRED SUBMITTALS: All commercial building permits that will require
associated plumbing, mechanical, fire sprinkler, and/or fire alarm
permits are applied for separately.
TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet
- 9
MECHANICAL EQUIPMENT COUNTS (New and Relocated)
BTUs Gas Elec Other Qty
Ctty
A/C Unit /Compressor
Air Handler /VAV
Boiler
Dryer Duct
Exhaust Fans
Fireplace
Furnace
Heat Pump Unit
Hydronic Heating
Roof Top Unit (Provide eleva-
tions if a Commercial Bldg)
Other:
PLUMBING FIXTURE COUNTS (New, Relocated or re -piped)
Qty Qty
Clothes Washer
Tub/ Showers
Dishwasher
Backflow Device (RPBA, DCDA, AVB)
Drinking Fountain
Pressure Reduction/ Regulator Valve
Floor Drain/Sink
Refrigerator Water Supply
Hose Bibs
Water Heater - Tankless? Y or N
Hydronic Heat
Water Service Line
Sinks
Other:
Toilets
Other:
GAS/FUEL CONNECTION COUNTS (New, Relocated or re-pipedy7
BTUs Qty BTUs Qty
A/C Unit
Outdoor BBQ / Fire pit
Boiler
Stove/Range/Oven
Dryer
Water Heater
Fireplace/ Insert
Other:
Furnace Other:
MEDICAL GAS, AIR VACUUM COUNTS
(New, Relocated or re -piped)
Qty
Qty
Carbon Dioxide
Nitrous Oxide
Helium
Oxygen
Medical Air
Other:
Medical - Surgical Vacuum Other:
DEMOLITION
Type of structure to be demolished:
Square footage of structure to be demolished:
AHERA Survey done? Y/N
PSCAA Case #:
Critical Areas Determination:
Study Required El Conditional Waiver El Waiver 0
Fill in Place 13 Fill Material:
Removal ED
Size of Tank (Gallons)
Critical Areas Determination:
Study Required El Conditional Waiver 11 Waiver
GRADE/FILL/EXCAVATE
Grading: Cut cubic yards
Fill cubic yards
Cut / Fill in Critical Area: Yes 0 No 0
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of 1 year.
ESLHA Applications, 2 years.
LICENSING: All contractors and subcontractors are required to be licensed
with Washington State Department of Labor & Industries and have a
current City of Edmonds Business License.
Burns Fire Protection Systems, Inc.
P.O. Box 1110
Granite Falls, WA 98252
PH: (425) 388-0124
Coastal Bank
123 3rd Ave S
Edmonds WA, 98020
Item No
DESCRIPTION
MANUFACTURER
MFG.NO.
FINISH
REMARKS
Ready Riser
Tyco
2 1/2"
Butterfly Valve
Tyco
BFV-N
Blk/Red
Backflow Preventor
Wilkins
350 DCVA
Blk/Blue
Check Valve
Tyco
CV-1
Blue/BLK
Electric Bell
Potter
PBA-AC
Red
Sprinkler Head
Victaulic
V2708
Brass
Sprinkler Head
Victaulic
V2710
Brass
Sprinkler Head
Tyco
TY3189
Brass
Sprinkler Head
Tyco
DS1QR
Chr
Sprinkler Head
Victaulic
V2704
Brass
Storage Cabinet
FPPI
Red
Steel Pipe
Bull Moose
Sched 10/40
BIk
Sammy Screw Wood
Buildex
Hangers
Tolco
200
Seismic Bracing
Tolco
909
Sway Brace
Tolco
1001
Grooved Coupling
Victaulic
009H
Orange
Grooved Fitting
Victaulic
Orange
Mech Tee
Tyco
730
Orange
Threaded Fittings
Shurjoint
BIk
RECLEUVED
APR 0 9 2019
BUILDING
tqCD Fire & Building
11products
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
,a
mpic nse-
HOME FiRE SPRIN11ZLER SYSTEM
Figure 513D (13D) and 513DIR (13DIR)
Riser Manifolds
1., 1-112,, and 2 Inch (DN25, DA140., and DN50)
For NFPA 13DI13R Residential Sprinkler Systems
General
Description
The Riser Manifolds described in this
technical data sheet provide the nec-
essary waterflow alarm, pressure
gauge, and drain equipment in a single
assembly for use in NFPA 13D or 13R
residential sprinkler systems as fol-
lows:
NFPA 13D
Figure 513D (11 3D)
1 Inch (DN25)
Female Thread x Female Thread
NFPA 13D/13R
• Figure 513D/R (13D/R)
1-1/2 Inch (DN40)
Male Thread x Female Thread
Male Thread x Male Thread
• Figure 513D/R (13D/R)
2 Inch (DN50)
Groove x Groove
Male Thread x Groove
The variety of sizes and end connec-
tions allow cost effective and easy
transition to check valves, control
valves, and system piping. The Riser
Manifolds may be installed in either the
horizontal (flow switch on top) or verti-
cal (flow going up).
WARNING
The Riser Manifolds described herein
must be installed and maintained in
compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation, in addition to the standards of
any other authorities having jurisdic-
tion. Failure to do so may impair the
performance of these devices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
with any questions.
Technical
Data
Approvals
The Figure 513D (13D) and 513D/R
(13D/R) Riser Manifolds with a cover
tamper switch for the waterflow alarm
switch are UL Listed, LILC Listed, and
FM Approved.
The Figure 513D (13D) and 513D/R
(13D/R) Riser Manifolds without a
cover tamper switch for the waterflow
alarm switch are UL Listed and FM
Approved.
Maximum Working Pressure
175 psi (12,1 bar)
Assembly
The manifold body of the Figure 513 is
ductile iron, whereas the manifold
body of the Figure 13 is cast iron. The
two assemblies are completely inter-
changeable in function, application,
and end -to -end laying length.
Finish
Red painted.
Installation
The Riser Manifolds may be installed
in either the horizontal (flow switch on
top) or vertical (flow going up). The
inlet of the Riser Manifold may be di-
rectly connected to a shut-off control
valve.
NOTES
(1) Where applicable pipe thread
sealant is to be applied sparingly. Use
of a non -hardening pipe thread sealant
i . s recommended.
(2) Provisions for an alarm test flow
must be made. The alarm test flow / . s
to be through an orifice having a flow
capacity equal to or smaller than the
smallest orifice sprinkler in the system.
One of two options can be considered.
The first option is to temporarily install
a test orifice in the outlet of the drain
line prior to performing the alarm test.
The second option is to install an In-
spector's Test Connection down-
stream of the Waterflow Alarm Switch.
(3) Never remove any piping compo-
nent nor correct or modify any piping
deficiencies without first depressuriz-
ing and draining the system.
Step 1. Install the manifold body with
the flow arrow pointing in the down-
stream position using threaded con-
nections and/or listed mechanical
grooved connections, as applicable.
Step 2. Connect the drain line, and
then close the drain valve.
Step 3. Refer to Figure 4 for wiring
guidance. All wiring must be per-
formed in accordance with the Author-
ity Having Jurisdiction and/or the Na-
tional Electrical Code.
Step 4. Place the system in service by
filling the system with water. When fill-
ing the system, partially open the con-
trol valve to slowly fill the system. Fill-
ing the system slowly will help avoid
damaging the waterflow alarm switch.
After the system is fully pressurized,
completely open the control valve.
Step 5. Secure all supply valves
open.
Page I of 6 APRIL, 2006 TFP960
Page 2 of 6
NO. DESCRIPTION QTY. P/N
1 1" Manifold Body,
Female x Female NPT... 1
NIA
2 Waterflow Alarm Switch:
VSR-SF modified with
Paddle, UL/FM ...... 1
971-096-01
VSR-SF modified with
Paddle and Cover Tamper
Switch, ULC/FM.... 1
976-51M1
3 200 psi/1400 kPa
Water Pressure Gauge 1
2343
NOTES:
1. Approximate weight, 7.5 lbs. (3,4 kg).
2. ULC Listed Manifolds are equipped with
Cover Tamper Switches installed internal
to the Waterflow Alarm Switches.
3. CH: Common Hardware
3-1/2"
5.9 mm)
3 —0 11
Waterflow
9-3/4"
2
2,7/1"
(73,0 mm)
3/4" NPT
Drain Va� ve 4-1/2"
(Normally C osed) (114,3 mm)
— 10.1
(254,0 mm)
FIGURE I
I INCH (DN25) RISER MANIFOLD ASSEMBLYAND DIMENSIONS
NO. DESCRIPTION CITY P/N
1 1-1/2" Manifold Body,
Male x Female NPT .....
1 N/A
Male x Male NPT .......
1 N/A
2 Waterflow Alarm Switch:
VSR-SF modified with
Paddle, UL/FM .........
1 971-096-00
VSR-SF modified with
Paddle and Cover Tamper
Switch, ULC/FM ........
1 976-519-02
3 300 psi/2000 kPa
Water Pressure Gauge
1 2341
NOTES:
1. Approximate weight, 8.7 lbs. (3,9 kg).
2. LILC Listed Manifolds are equipped with
Cover Tamper Switches installed internal
to the Waterflow Alarm Switches.
3. CH: Common Hardware
11 -3/8"
38,9 mm)
11-1/8"(282,6 mm)
Male x Male NPT
Manifold
FIGURE 2
1-112 INCH (DN40) RISER MANIFOLD ASSEMBLY AND DIMENSIONS
TFP960
--7
4-1/2"
(114,3 mm)
2-1/8"
(54,0 mm)
TFP960
NO. DESCRIPTION
QTY P/N
1 2" Manifold Body,
Groove x Groove .......
1
N/A
Male NPT x Groove .....
1
N/A
2 Waterflow Alarm Switch:
VSC with Paddle,
UL/FM ...............
1
976-357-01
VSC with Paddle and
Cover Tamper Switch,
LILC/FM ..............
1
976-520-01
3 300 psi/2000 kPa
Water Pressure Gauge
1
2341
NOTES:
1. Approximate weight 11.0 lbs. (5,0 kg).
2. ULC Listed Manifolds are equipped with
Cover Tamper Switches installed internal
to the Waterflow Alarm Switches.
3. CH: Common Hardware
FIGURE 3,
2 INCH (DN50) RISER MANIFOLD ASSEMBLY
AND DIMENSIONS
Care and
Maintenance
The following inspection procedure
must be performed as indicated, in ad-
dition to any specific requirements of
the NFPA, and any impairment must
be immediately corrected.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any
authority having jurisdiction. The in-
stalling contractoror product manufac-
turer should be contacted relative to
any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service in accordance with
local requirements and/or national
codes.
NOTES
No attempt is to be made to repai I r any
Riser Manifold component in the field.
Only the pressure gauge or waterflow
alarm switch can be replaced. If any
other problems are encountered the
entire riser manifold must be replaced.
The flow and alarm test procedure will
13" (330,2 mm)
Groove x Groove,
Male NPT x Groove
result in operation of the associated
alarms. Consequently, notification
must be given to the owner and the fire
department, central station, or other
signal station to which the alarms are
connected, and notification must be
given to the building occupants.
Before closing a fire protection system
control valve for inspection or mainte-
nance work on the fire protection sys-
tem that it controls, permission to shut
down the effected fire protection sys-
tem must first be obtained from the
proper authorities and all personnel
who may be affected by this action
must be notified.
After placing a fire protection system
i . n servi . ce, notify the proper authorities
and advise those responsible for moni-
toring proprietary andlor central sta-
tion alarms.
Flow Test Procedure
Step 1. Fully open the drain valve.
Make certain that drainage water will
not cause any damage or injury.
Step 2. Verify that the residual (flow-
ing) pressure indicated by the pres-
sure gauge is no less that originally
recorded for the system when it was
first installed.
Step 3. Close the drain valve.
Step 4. Verify that the static (not flow-
ing) pressure indicated by the pres-
sure gauge is no less that originally
Page 3 of 6
Optionally
Grooved or
Male NPT
Supply End
Connection
-7
4-1/2"
(114,3 mm)
2-1/4"
(57,2 mm)
recorded for the system when it was
first installed.
Alarm Test Procedure With A Test
Orifice (See Installation Note 2)
Step 1. Temporarily install a test ori
fice in the drain line outlet.
Step 2. Fully open the drain valve.
Make certain that drainage water will
not cause any damage or injury.
Step 3. Verify operation of the associ-
ated alarms.
Step 3. Close the drain valve.
Step 4. Remove the test orifice from
the drain line outlet.
Alarm Test Procedure With An
Inspector's Test Connection (See
Installation Note 2)
Step 1. Fully open the Inspector's Test
Connection Valve. Make certain that
drainage water will not cause any dam-
age or injury.
Step 2. Verify operation of the associ-
ated alarms.
Step 3. Close the Inspector's Test
Connection Valve.
Page 4 of 6
TFP960
SWITCH TERMINAL CONNECTIONS
UNINSULATED CLAMPING
SEVERED
LOOPED SECTION CAUTION: PLATE
STRIPPED
SINGLE An uni nsulated section of a TERMINAL ENDS
CONDUCTOR single conductor is not
SEPARATE
permitted to be looped around
CONDUCTORS
CLAMPING the terminal and serve as two
12VINCOMING
PLATE separate connections. The
TERMINAL wire must be severed to serve
as two separate connections,
thereby providing supervision
of the connection in the event
that the wire becomes
dislodged from the terminal.
OUTGOING
IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD
WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS
CONTACTS .......... SPOT (Form C)
0 A
L LOCAL
END OF LINE
CONTACT RATING .... 5A @ 125 VAC SIGNAL
2.5A @ 30 VDC DEVICE
RESISTOR
NC
NO NC
NO
NO 0 / NC_
CO
COM
COM
COM
CONTROL
DOWER
PANEL
NO FLOW NON -SUPERVISED
STYLE B/CLASS B
CONDITION CIRCUIT
SUPERVISED CIRCUIT
(SEE NOTE)
NOTE:
For supervised circuits, see "Switch Terminal Connections" above. The Waterflow Alarm
Switch has two switches, one can be used to operate a central station, proprietary or remove
signaling unit, while the other contact is used to operate a local audible or visual annunciator.
COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY)
CONTACTS .......... SPDT (Form C)
CONTACT RATING .... 3A @ 250 VAC
5A @ 125 VAC
1 mA @ 5 VDC min.
NO% 0 NC
COM
CONTACTS SHOWN
WITH COVER IN PLACE
FIGURE 4
WIRING GUIDANCE
TFP960
Limited
Warranty
Products manufactured by Tyco Fire &
Building Products (TFBP) are war-
ranted solely to the original Buyer for
ten (10) years against defects in mate-
rial and workmanship when paid for
and properly installed and maintained
under normal use and service. This
warranty will expire ten (10) years
from date of shipment by TFBP. No
warranty is given for products or com-
ponents manufactured by companies
not affiliated by ownership with TFBP
or for products and components which
have been subject to misuse, improper
installation, corrosion, or which have
not been installed, maintained ' modi-
fied or repaired in accordance with ap-
plicable Standards of the National Fire
Protection Association, and/or the
standards of any other Authorities
Having Jurisdiction. Materials found
by TFBP to be defective shall be either
repaired or replaced, at TFBP's sole
option. TFBP neither assumes, nor
authorizes any person to assume for it,
any other obligation in connection with
the sale of products or parts of prod-
ucts. TFBP shall not be responsible for
sprinkler system design errors or inac-
curate or incomplete information sup-
plied by Buyer or Buyer's repre-
sentatives.
In no event shall TFBP be liable, in
contract, tort, strict liability or under
any other legal theory, for incidental,
indirect, special or consequential dam-
ages, including but not limited to labor
charges, regardless of whether TFBP
was informed about the possibility of
such damages, and in no event shall
TFBP's liability exceed an amount
equal to the sales price.
This limited warranty sets forth the ex-
clusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim
is made in contract, tort, strict liability
or any other legal theory.
This warranty will apply to the full ex-
tent permitted by law. The invalidity, in
whole or part, of any portion of this
warranty will not affect the remainder.
Ordering
Information
Riser Manifold:
Specify; Size (specify), Figure (specify
513D or 513D/R, (specify connection
type inlet x outlet) Riser Manifold
(specify - without or with) a cover tam-
per switch for the waterflow alarm
switch, PIN (specify).
NOTES
Orders for Figure 513D or 513DIR may
be filled with a Figure 13D or 13DIR,
respectively. The two assemblies are
completely interchangeable in func-
tion, application, and end -to -end lay-
ing length.
If a ULC Listing is required, the Riser
Manifold must be ordered with a cover
tamper switch for the waterflow alarm
switch.
UL/ULCIFM Assemblies
With Cover Tamper Switch
1 Inch (ON25)
FT x FT ...............
PIN 4085
1-1/2 Inch (DN40)
IVIT x FT ..............
PIN 4088
1-1/2 Inch (DN40)
IVIT x IVIT ..............
PIN 4089
2 Inch (DN50)
GxG ................
PIN 4093
2 Inch (DN50)
MT x G ...............
PIN 4094
UUFM Assemblies
Without Cover Tamper Switch
1 Inch (DN25)
FT x FT ...............
PIN 4047
1-1/2 Inch (DN40)
MT x FT ..............
PIN 4057
1-1/2 Inch (DN40)
IVIT x IVIT ..............
PIN 4058
2 Inch (IDN50)
GxG ................
PIN 4059
2 Inch (DN50)
IVIT x G ...............
PIN 4064
Replacement Parts:
Specify: (description) for use with Fig-
ure 513D, 513D/R, 13D, or 13D/R
Riser Manifold, PIN (Ref. Figure 1, 2
or 2, as applicable).
Page 5 of 6
Page 6 of 6
TFP960
TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
tqCo Fire &BUilding
11products
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
Model BFV-N Butterfly Valve
Wafer Style
2 Inch - 12 Inch (DN50 - DN300)
General
Description
The Model BFV-N Wafer Style Butter-
fly Valves (Ref. Figure 1) are indicat-
ing type valves designed for use in fire
protection systems where a visual in-
dication is required as to whether the
valve is open or closed. They are used,
for example, as system, sectional, and
pump water control valves. They are
suitable for installation between ANSI
Class 125 or 150 flanges without the
need for flange gaskets.
For applications requiring supervision
of the open position of the valve, the
Gear Operators for the Model BFV-N
Butterfly Valves are provided with
two sets of factory installed internal
switches each having SPDT contacts.
The supervisory switches transfer their
electrical contacts when there is move-
ment from the valve's normal open po-
sition during the first two revolutions of
the handwheel.
WARNINGS
The Model BFV-N Wafer Style Butter-
fly Valves described herein must be in-
stalled and maintained in compliance
with this document, as well as with the
applicable standards of the National
Fire Protection Association, in addition
to the standards of any other authori-
ties having jurisdiction. Failure to do
so may impair the performance of
these devices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
with any questions.
Technical
Data
Model
BFV-N
Sizes: ANSI Inches / DN
2 (DN50), 2-1/2 (DN65), 3 (DN80),
4 (DN100), 5 (DN125), 6 (DN150),
8 (DN200), 10 (DN250), 12 (DN300)
Approvals
The 2 through 12 inch (DN50 - DN300)
Model BFV-N Wafer Style Butterfly
Valves are UL and C-UL Listed and FM
Approved.
In addition, the Model BFV-N Wafer
Style Butterfly Valves are listed by the
California State Fire Marshall under
Listing No. 7770-1670:101.
All laboratory listings and approvals are
for indoor and outdoor use.
Maximum Working Pressure
250 psi (17,2) bar
Materials of Construction:
Body
Ductile iron conforming to ASTM A-536
Disc
Ductile iron conforming to ASTM A-395,
Nickel Plated
Seat Material
Grade EPDM "E" rubber conforming
to ASTM D-2000
Upper Stem
Type 416 Stainless Steel conforming
to ASTM 582
Operator
Gear operator with iron housing
Friction Loss
The approximate friction loss, based
on the Hazen Williams formula and ex-
pressed in equivalent length of pipe
with C= 120, is as follows. Unless oth-
erwise indicated, the data is based on
friction loss information collected at a
typical flow rate of 15 feet per second.
* 4.4 feet of 2 inch Sch. 40 pipe for
the 2 inch valve.
* 6.2 feet of 2-1/2 inch Sch. 40 pipe
for the 2-1/2 inch valve.
* 7.6 feet of 3 inch Sch. 40 pipe for
the 3 inch valve.
* 9.2 feet of 4 inch Sch. 40 pipe for
the 4 inch valve.
* 9.0 feet* of 5 inch Sch. 40 pipe for
the 5 inch valve.
* 8.2 feet of 6 inch Sch. 40 pipe for
the 6 inch valve.
* 12.7 feet* of 8 inch Sch. 30 pipe for
the 8 inch valve.
* 20.1 feet* of 10 inch Sch. 30 pipe
for the 10 inch valve.
22.3 feet* of 12 inch Sch. 30 pipe
for the 12 inch valve.
*NFPA 13
Page I of 4 MAY, 2007 TFP1515
Page 2 of 4 TFP1515
Nominal Nominal Installation Dimensions in Inches and (mm) Weight
Valve
Sizes A B C D E F G H i K lbs.
(kg)
2" 2.53 1.68 12.62 2.88 6.48 6.00 5.80 2.12 1.38 5/8 21
DN50 (64,0) (43,0) (320,5) (73,0) (164,6) (152,4) (147,3) (53.8) (35,1) (15,g) (10.0)
2-1/2" 2.90 1.81 13.51 3.25 6.98 6.00 5.80 2.12 2.00 5/8 24
DN65 (74,0) (46,0) (343,1) (83,0) (177,3) (152.4) (147,3) (53,8) (50,8) (15,g) (11,0)
3" 3.17 1.81 13.88 3.38 (17.22 6.00 5.80) 2.12 2.55 (15/8 (124
DN80 (81,0) (46,0) (352,6) (86,0) 83,4) (152,4) (147,3 (53,8) (64,8) 5,9) 1.0)
4" 4.17 2.06 15.24 4.00 7.98 6.00 5.80 2.12 2.58 5/8 27
DN100 (106,0) (52,0) (387,0) (102,0) (202.7) (152,4) (147,3) (53.8) (65,5) (15,9) (12.0)
51, 5.17 2.19 16.49 4.75 8.48 6.00 7.80 2.12 4.64 3/4 31
DN125 (131,0) (56,0) (418,8) (121,0) (215,4) (152,4) (198,1) (53.8) (117,9) (19,1) (1 4,0)
6" 6.17 2.19 17.65 5.25 9.10 6.00 7.80 2.12 5.75 3/4 34
DN150 (157,0) (56,0) (448.3) (133,0) (231,1) (152,4) (198,1) (53.8) (146,1) (19,1) (15,0)
8" 8.17 2.38 20.11 6.50 10.35 10.00 7.90 2.12 7.77 3/4 49
DN200 (208,0) (60,0) (510,8) (165,0) (262,9) (254,0) (200,7) (53.8) (197,4) (19,1) (22,0)
10.1 10.17 2.68 23.35 8.00 12.27 11.80 9.50 3.03 9.77 7/8 78
DN250 (258,0) (69,0) (593,1) (203,0) (311,7) (300,0) (241,3) (77.0) (248,2) (22,2) (35,0)
12" 12.17 3.00 26.10 9.25 13.77 11.80 9.50 3.03 11.75 7/8 103
DN300 (309,0) (76,0) (663,0) (235,0) (349,8) (300,0) (241,3) (77,0) (999) (47,0)
H �-G-j HANDWHEEL INDICATOR
FLAG 1/2" NPT
CONDUIT
CONNECTION
GEAR
OPERATOR F 0
BODY
E
C
A
K - BOLT D DISC
DIAMETER
B
FIGURE I
MODEL BFV-N WAFER STYLE BUTTERFLY VALVE
- NOMINAL DIMENSIONS -
TFP1515
Installation
The BFV-N Wafer Style Butterfly Valves
may be installed with flow in either di-
rection and can be positioned either
horizontally or vertically. They are de-
signed for installation between the fac-
es of ANSI Class 125 and 150 flanges.
The Series BFV-N are self-sealing be-
tween mating flanges; therefore, they
do not require the use of additional
gaskets.
The BFV-N may be installed with any
pressure class or schedule of pipe or
tubing no greater than schedule 40 that
is listed or approved for fire protection
service and installed in accordance
with the manufacturers instructions.
The wafer bodies have locating lugs to
ensure proper centering of the valve
body when flange bolts are installed,
Refer to Figure 1 for bolt diameter.
Bolts and studs must meet the mini-
mum strength requirements of ASTM
A307 (Grade B), and the nuts must
meet the minimum strength require-
ments of ASTM A563 (Grade A).
Prior to installation, close the valve.
Spread the flanges apart to allow the
valve to slip easily between the flang-
es. Make sure the pipe flange faces
are clean of any foreign material such
as scale, metal shavings, or weld-
ing slag. Insert the valve between the
flanges (without flange gaskets). Do
not apply lubricant to the seat faces
as this may damage the seat materi-
al. Be sure to center the valve and do
not damage the liner. Relax the sepa-
ration of the flanges, install, and hand -
tighten all flange bolts. Slowly open
the valve, checking for free movement
of the disc. If valve opens freely, leave
the valve in the open position, and us-
ing a cross -draw sequence, tighten all
flange bolts until the valve is metal -to -
metal with both mating flanges. Rec-
ommended tightening torques are list-
ed in Table 1.
Be certain to keep flange faces as par-
allel as possible during and after tight-
ening bolts or studs. After final tight-
ening, again check the valve for full
opening and closing.
As applicable, refer to Figure 2 for the
internal switch wiring diagram.
Conduit and electrical connections
are to be made in accordance with
the authority having jurisdiction and/
or the National Electrical Code. With
reference to Figure 2, the "supervisory
switch" is intended for connection to
the supervisory circuit of a fire alarm
control panel in accordance with NFPA
72. The "auxiliary switch" is intend-
ed for the unsupervised connection
to auxiliary equipment in accordance
with NFPA 70, National Electric Code.
Page 3 of 4
SUPERVISORY
SWITCH
SWITCH SHOWN
WITH VALVE
_J
FULL OPEN
0 0
LU LU
(5 0
J _J
_J _J
Z Z
< <
W LU
cc Ir
0 0
END OF LINE
RESISTOR
r— — — — — — — —
AUXILIARY
G D
SWITCH
SWITCH SHOWN
WITH VALVE
_J
FULL OPEN
C
0
Z �_(XLU
W W
LU
0 D 0
W
tr
LU
cc ca
>
0
Z
+
BELL
POWER
+
CONTACT RATING
.... 1/2A @ 125 VDC
1/4A @ 250 VDC
15.1 All 2HP @ 125,250 VAC
5A @ 125 VAG "L"
FIGURE 2
MODEL BFV-N BUTTERFLY VALVE
INTERNAL SWITCH WIRING DIAGRAM —
NOTE
For outdoor applications with inter-
nal supervisory switches, it is recom-
mended that wiring connections be
made at a temperature above 15*F
(-90C), in order to insure sufficient flex-
ibility of the wire lead insulation.
Nominal
Recommended
Flange Size
Minimum Torque
ANSI Inches
Ft. Lbs
DN
(Nm)
2-4
20-30
DN50 - DN100
(27,1 - 40,7)
5-8
33-50
DN125 - DN200
(44,7 - 67,8)
10
53-75
DN250
(71,8 - 101,7)
12
80-110
DN300
(108,4 -149,1)
TABLE I
RECOMMENDED TORQUES
Page 4 of 4
TFP1515
Care and
Maintenance
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and devic-
es in accordance with the applicable
standards of the National Fire Pro-
tection Association (e.g., NFPA25), in
addition to the standards of any au-
thority having jurisdiction. The install-
ing contractor or product manufac-
turer should be contacted relative to
any questions. Any impairment must
be immediately corrected.
It is recommended that automatic
sprinkler systems be inspected test-
ed, and maintained by a qualifi�d in-
spection service.
NOTE
Before closing a fire protection sys-
tem control valve for maintenance or
inspection work on either the valve or
fire protection system which it con-
trols, permission to shut down the af-
fected fire protection systems must be
obtained from the proper authorities
and all personnel who may be affected
by this decision must be notified.
Limited
Warranty
Products manufactured by Tyco Fire
& Building Products (TFBP) are war-
ranted solely to the original Buyer for
ten (10) years against defects in mate-
rial and workmanship when paid for
and properly installed and maintained
under normal use and service. This
warranty will expire ten (10) years from
date of shipment by TFBP. No warran-
ty is given for products or components
manufactured by companies not af-
filiated by ownership with TFBP or for
products and components which have
been subject to misuse, improper in-
stallation, corrosion, or which have not
been installed, maintained, modified or
repaired in accordance with applicable
Standards of the National Fire Protec-
tion Association, and/or the standards
of any other Authorities Having Juris-
diction. Materials found by TFBP to be
defective shall be either repaired or re-
placed, at TFBP's sole option. TFBP
neither assumes, nor authorizes any
person to assume for it, any other ob-
ligation in connection with the sale of
products or parts of products. TFBP
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
In no event shall TFBP be liable, in
contract, tort, strict liability or under
any other legal theory, for incidental,
indirect, special or consequential dam-
ages, including but not limited to labor
charges, regardless of whether TFBP
was informed about the possibility of
such damages, and in no event shall
TFBP's liability exceed an amount
equal to the sales price.
The foreaoina warranty is made in
lieu of any and all other warranties, ex-
press or implied, including warranties
of merchantability and fitness for a par-
ticular pumose.
This limited warranty sets forth the ex-
clusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim
is made in contract, tort, strict liability
or any other legal theory.
This warranty will apply to the full ex-
tent permitted by law. The invalidity,
in whole or part, of any portion of this
warranty will not affect the remainder.
Ordering
Procedure
Wafer Style Butterfly Valves:
Specify: (specify inch size) Mod-
el BFV-N Wafer Style Butterfly Valve
with internal supervisory switches,
P/N (specify).
Valve Size
Valve Part Number
2 .......... _ .............
59-801-1-02ON
2-1/2 .......................
59-801-1-025N
3 ..........................
59-801-1-03ON
4 .... .....................
59-801-1-04ON
5 ..........................
59-801-1-05ON
6 ..........................
59-801-1-060N
& .........................
59-801-1-08ON
10 ..................
....... 59-801-1-10ON
12 ..........................
59-801-1-12ON
TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446
Backfiow For irrigation Has Finally Stepped Into The Future
With More Reliable, Corrosion Resistant Composites &
Effortless Maintenance Design!
Easy to test! Top access to test cocks,
shutoff valves and check assembly
• Entire flow housing is removable to enable
check access for cleaning or repair
• Easy to winterize by removing wetted
components between shut off valves
• Simple design - composite housing and
check modules resist corrosion
- Sizes available in 3/4", 1 ", 1 1/4", 1 1/21' & 2"
Model 350
with BOF
*Adapters Not Included
2" Model 350
1�
WPI [ O= IZ9 -I ff, �' - 2-
a zukk company —"qw
CaRM-222-5356orBO5-226-6297 Customer Service Representatives available Monday -Friday 5:30amto5:00 pm PST www.zurn.com
WK-350-CS 1107
FEATURES
Sizes: L3 3/4" L3 1" El 1 1/4" El 1 1/2" El 2"
Maximum working water pressure
175 PSI
Maximum working water temperature
180OF
Hydrostatic test pressure
350 PSI
End connections Threaded
ANSI 131.20.1
E
LtD
B
A
DIMENSIONS & WEIGHTS (do not include pkg.)
APPLICATION
Designed for installation on potable water lines to protect
against both backsiphonage and backpiressure of polluted
water into the potable water supply. Assembly shall provide
protection where a potential health hazard does not exists.
STANDARDS COMPLIANCE
(Horizontal &Vertical) (3/4" & 1 " ONLY)
ASSEO Listed 1015
IAPM0@ Listed
CSA@ Certified
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
MATERIALS
Main valve body Cast Bronze, ASTM B 584
Housing
Reinforced Nylon
Fasteners
Stainless Steel, 300 Series
Elastomers
Silicone (FDA Approved)
Buna Nitrile (FDA Approved)
Internals
Delrin, NSF Listed
Springs
Stainless steel, 300 series
Ball Valves
Cast Bronze, ASTM B 584
MODEL350
DIMENSIONS i
approximate)
WEIGHT
SIZE
in.
A
MM
in.
B
I mm
in.
C
I mm
in.
D
I r1m
in.
E
I n1m
in.
F
rnm
in.
G
mm
LESS
VALVES
lbs.
BALL
I kg.
WITH
VALVES
lbs.
BALL
I kg.
in. I n1m
314
20
11
279.4
65/8
168
17/8
47.6
33/4
95.3
3
76.2
11/4
31.8
151/8
384
2.3
1.0
4.3
2.0
1
311
7
1 T7.8
2 1/16
52.4
41/8
104.8
31/4
82.6
1 3/4
44.5
17
431
3.0
1.4
6.0
2.7
1 1/4
378
NIA
NIA
3 3/8
86
63/4
172
33/4
95
21/4
57
201/2
521
NA
NYA
19
8.6
1 1/2
387
WA
NIA
3 3/8
86
63/4
172
i—,T4
95
1 �-1/-457
559
NVA
INVA
20
9.1
2
403
N/A
N/A
3 3/8
86
63/4
172
3/4
57
24
610
NA
N/A
22
10
SPECIFICATIONS
The Double Check Valve Backflow Preventer
shall be ASSED Listed 1015, rated to 180'F and
supplied with full port ball valves. The main
body shall be Brass, housing reinforced Nylon
and the seat disc elastomers shall be silicone
(FDA Approved). The first and second checks
shall be accessible for maintenance without
removing the device from the line. The Double
Check Valve Backflow Preventer shall be a
WILKINS Model 350.
FLOW CHARACTERISTICS
MODEL 350 3/4" & 1 " (STANDARD & METRIC)
FLOW RATES (1/s)
6 1.26 2.52 3.8 5.0 -Cal
15
103
Cn
(n
0 10 3/4" (20mm) 69
i 1 0
LLI
M - 1 " (25mm) LU
D 35 cS
, 5 co
Cn
W
LU
ir tr
0 20 40 60 80
FLOW RATES (GPM)
*Rated Flow (Established by approval agencies)
tqCC? Fire Suppression
& Building Products
Technical Services 800-381-93121 +1-401-781-8220
www.tyco-fire.com
Model CV-1F
Check Valves
2 to 12 Inch (DN50 to DN300)
General
Description
The TYCO Model CV-1 F Check Valve is
a compact and rugged swing -type unit
that allows water flow in one direction
and prevents flow in the opposite direc-
tion. A resilient elastomer seal facing
on the spring -loaded clapper ensures
a leak -tight seal and non -sticking oper-
ation. The Model CV-1 F Check Valves
are designed to minimize water hammer
caused by flow reversal.
The Model CV-1F Check Valve is
furnished with grooved ends and can
be installed using Grinnell Grooved
Couplings or GRINNELL Figure 71
Flange Adapters. The Model CV-1F
Check Valves have been designed
with a removable cover for ease of field
maintenance. These valves can be
installed horizontally (with cover in the
upward position) or vertically with the
flow in the upward direction. Refer to
Figure 4.
A Maintenance Check Valve Kit
(TFP1555) is available to allow the
maintenance procedure of back -
flushing through the fire department
connection without removing the Model
CV-1 F Check Valve from the pipe line.
The Model CV-1F Check Valves are a
redesign for the Central Figure 590F
and GRINNELL Figure 590F.
NOTICE
Never remove any piping component
nor correct or modify any piping defi-
ciencies without first de -pressurizing
and draining the system. Failure to do
so may result in serious personal injury,
property damage, andlor impaired
device performance.
The Model CV-1F Check Valves
described herein must be installed
and maintained in compliance with this
document and with the applicable stan-
dards of the National Fire Protection
Association, in addition to the stan-
dards of any authorities having juris-
diction. Failure to do so may impair the
performance of this device.
Owners are responsible for maintain-
ing their fire protection system and
devices in proper operating condition.
The installing contractor or manufac-
turer should be contacted with any
questions.
Technical
Data
Approvals
UL, C-UL, and FM
Sizes
2 to 12 Inch (DN50 to DN300)
Maximum Working Pressure
300 psi (20,7 bar)
Valve Assembly Finish
Red, non -lead paint
Installation
The Model CV-1F Check Valves are
to be installed in accordance with the
following instructions:
1. The arrow cast on the Body must
point in the direction of the flow.
2.Valves installed vertically must be
positioned with the flow in the up-
ward direction.
3. Valves installed horizontally must be
positioned with the Cover facing up.
Refer to Figure 4.
4. Grooved end pipe couplings used
with the Model CV-1F Check Valve
must be installed in accordance with
manufacturer's instructions.
Page I of 4 OCTOBER 2010 TFP1550
TFP1550
Page 2 of 4
A
D 0 0. 1 D.
/2"
N,PT
Nominal Pipe Size
Nominal Dimensions
Inches (mm)
Cover
Bolt Torq.
Approx.
Weight
ANSI
O.D.
Lbs.-ft.
Lbs.
Inches
Inches
A
B
C
D
E
F
i
(Nm)
(kg)
DN
(mm)
2
2.375
6.75
4.38
2.55
2.57
3.25
4.75
1.62
18
9.0
DN50
(60,3)
(171,5)
(111,3)
(64,8)
(65,3)
(82,3)
(120,7)
(41,5)
(25)
(4,5)
2-1/2
2.875
8.00
5.80
3.41
3.40
3.88
6.00
1.70
39
10.0
DN65
(73,0)
, (203,2)
(147,3)
(86,6)
(86,4)
(98,6)
(152,4)
(43,2)
(54)
(4,5)
76,11
-
8.00
5.80
3.41
3.40
3.88
6.00
1.70
39
10.00
DN65
(76,1)
(203,2)
(147,3)
(86,6)
(86,4)
(98,6)
(152,4)
(43,2)
(54)
(4,5)
3
3.500
8.37
5.76
3.60
3.40
3.88
6.00
1.70
39
11.0
DN80
(88,9)
(212,6)
(146,3)
(91,4)
(86,4)
(98,6)
(152,4)
(43,2)
(54)
(5,0)
4
4.500
9.63
6.74
4.61
3.63
4.56
7.13
1.84
50
25.0
DN100
(114,3)
(244,6)
(171,2)
(117,1)
(92,2)
(115,1)
(181,1)
(46,7)
(69)
(11.3)
139.7
-
10.50
7.50
5.29
4.20
4.90
7.60
1.90
39
29.0
DN125
(139.7)
(266,7)
(190,5)
(134,4)
(106,7)
(124,5)
(193.0)
(48,3)
(54)
(13.2)
5
5.563
10.50
7.50
5.29
4.20
4.90
7.60
1.90
39
29.0
DN125
(141,3)
(266,7)
(190,5)
(134,4)
(106,7)
(124,5)
(193,0)
(48,3)
(54)
(13,2)
165.1
-
11.50
8.05
5.75
4.50
5.00
7.60
1.48
60
47.0
DN150
(165.1)
(292,1)
(204,5)
(146,1)
(114,3)
(127,0)
(193,0)
(37,6)
(82)
(21,3)
6
6.625
11.50
8.05
5.75
4.50
5.00
7.60
1.48
60
47.0
DN150
(168,3)
(292,1)
(204,5)
(146,1)
(114,3)
(127,0)
(193,0)
(37.6)
(82)
(21,3)
8
8.625
14.00
10.25
7.75
5.62
5.45
8.40
2.20
120
66.0
DN200
(219,1)
(355,6)
(260,4)
(196,9)
(142,7)
(138,4)
(213,4)
(58,9)
(164)
(29,9)
10
10.750
18,00
13.00
10.21
6.38
7.50
10.50
3.00
130
109.7
DN250
(273,1)
(457,2)
(330,2)
(259,3)
(162.1)
(190.5)
(266,7)
(76,2)
(178)
(49,4)
F12
12.750
21.00
14.28
11.31
7.26
7.62
10.62
2.75
130
151.0
D N300
(323,9)
(533,4)
(362,7)
(287,2)
(184,4)
(193,5)
(269,7)
(69.9)
(178)
(68, 0)
FIGURE 1
MODEL CV -IF CHECK VALVES
NOMINAL DIMENSIONS
4,16
2
3
18 17
TFP1550
Page 3 of 4
8 '�O 8
9 - 2 7 5 9J)d"
2" - 8" 2 10' - 12" 7 5
(DN50-DN200) (DIN250 - DN300)
VIEW A
5 13 13
SEE 11.16
DETAIL B 11 1416
IV6 , 5 6 19
2"- 8' 10" - 12"
(DN50-DN200) (DN250 - DN300)
DETAIL B
Detail
Part
Material
Oty.
Detail
Part
Material
Oty.
Detail
Part
Material
Oty.
I
Body
Ductile Iron
1
6
Clapper
EPDM
"E"
1
14
Locknut
Stainless
1
Facing
Grade
Steel
2
Cover
Ductile Iron
1
7
Spring
Stainless
Steel
1
15
Plug -
112 -14 NPT
Cast Iron
2
3
Cover
Nitrile Rubber
1
8
Hinge
Stainless
1
16
Adhesive
Thread
AR
Gasket
Shaft
Steel
Sealer
4
Hex Cap
Steel, Zinc
AR
9
Retaining
Stainless
AR
17
Nameplate
Aluminum
1
Screw
Plated
Ring
Steel
Clapper
2--8-
Stainless
11
Retention
Stainless
1
is
Rivet
Steel
2
(DN50-200)
steel
Bolt
Steel
5
Clapper
10--12"
Ductile Iron
13
Retaining
Stainless
1
19
Spacer
Stainless
1
I
(DN250-300)
I I
Disc
I Steel
I
I
Steel
I
FIGURE 2
MODEL CV-1F CHECK VALVES
ASSEMBLY
so sews
FA
MWNW
=0
VAN
00
00 1
"1" 000 a
I
�A ONO
'W511110WA
,AWMMM,,MjM221W
8,0
W'WNWEE=ZW
WM,,z:,
WA
on
W
MWW"
MUMMUM,'M8105MISIM
or.,
001MEME
N
A
00111111
MEMO
a
WWWWE
MENEM
0
A
MEMO
MEMO
A
Algol
NINON
MM
on
m
is
MENEM
MEMO
02=MMW,E—
PAM=
IM111111
1AWWWWON
I
I
on
WM
In
WM0000
I
V5111111111111111KINNINVAN
0
0
000008
MEMMEN
OMMOMM
"MM06110M
0100000z
MEMEMBON
EMIAMN
MWEINESSIME
"M886"Mmom
MME
WOW
mwwmr.woolowAmmonsompAlligll
'Mar
MEMS0021r,111111
IMMUNE
mmommon,
085010
NONE
soon
2
nowasommmon
mrmons
mommung
SOME
sommemmmomm
None
on
W'"MMUMORA
222220M
MMMMMMIANNE
long
00
008060,08120021
MMMO
MWOU00r,
62MMOM
on
am
no
an on MM
ME
am 10
M
of
of .11 111 Ms is$
Mo .111 fill
0
A
TFP1550
Page 4 of 4
Care and
Maintenance
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
that it controls obtain permission to
shut down the affected fire protection
system from the proper authorities and
notify all personnel who may be affect-
ed by this decision.
After placing a fire protection system
in service, notify the proper authorities
and advise those responsible for moni-
toring proprietary andlor central station
alarms.
Responsibility lies with owners for the
inspection, testing, and maintenance of
their fire protection system and devices
in compliance with this document, as
well as with the applicable standards of
the National Fire Protection Association
(for example, NFPA 25), in addition to
the standards of any authority having
jurisdiction. The installing contractor
or product manufacturer should be
contacted relative to any questions.
Any impairments must be immediately
corrected.
Automatic sprinkler systems are recom-
mended to be inspected, tested, and
maintained by a qualified Inspection
Service in accordance with local
requirements and/or national codes.
Limited
Warranty
Products manufactured by Tyco Fire
Suppression & Building Products
(TFSBP) are warranted solely to The
original Buyer for ten (10) years against
defects in material and workmanship
when paid for and properly installed
and maintained under normal use
and service. This warranty will expire
ten (10) years from date of shipment
by TFSBP. No warranty is given for
products or components manufac-
tured by companies not affiliated by
ownership with TFSBP or for products
and components which have been
subject to misuse, improper instal-
lation, corrosion, or which have not
been installed, maintained, modified
or repaired in accordance with appli-
cable Standards of the National Fire
Protection Association, and/or the stan-
dards of any other Authorities Having
Jurisdiction. Materials found by TFSBP
to be defective shall be either repaired
or replaced, at TFSBP's sole option.
TFSBP neither assumes, nor authorizes
any person to assume for it, any other
obligation in connection with the sale of
products or parts of products. TFSBP
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
In no event shall TFSBP be liable, in
contract, tort, strict liability or under
any other legal theory, for inciden-
tal, indirect, special or consequential
damages, including but not limited to
labor charges, regardless of whether
OUTLET COVER
t FLOW
0 0
COVER INLET —&OUTLET
0
INLET FLOW
VERTICAL ORIENTATION HORIZONTAL ORIENTATION
FIGURE 4
MODEL CV-1F CHECK VALVES
INSTALLATION
TFSBP was informed about the possi-
bility of such damages, and in no
event shall TFSBP's liability exceed an
amount equal to the sales price.
The forecioino warranty is made in lieu
of any and all other warranties, express
or imoli d. includinci warranties of
merchantability and fitness for a gartic-
ular purpose.
This limited warranty sets forth the
exclusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim is
made in contract, tort, strict liability or
any other legal theory.
This warranty will apply to the full
extent permitted by law. The invalidity,
in whole or part, of any portion of this
warranty will not affect the remainder.
Ordering
00-rocedure
Contact your local distributor for avail-
ability. When placing an order, indicate
the full product name and Part Number
(PIN).
Model CV-1F Check Valves
Specify: size and P/N (below).
2"(DN50) ............... P/N
59-590-0-020
2-1/2-(DN65) ............
P/N
59-590-0-025
76,11 mm (DN65) .........
P/N
59-590-0-076
3-(DN80) ...............
P/N
59-590-0-030
4-(DN100) ..............
P/N
59-590-0-040
139,7 mm (DN125)
....... P/N
59 - 590- 0 -139
5-(DN125) ..............
P/N
59-590-0-050
165,1 mm (DN150)
....... P/N
59-590-0-165
6-(DN150) ..............
P/N
59-590-0-060
8-(DN200) ..............
P/N
59-590-0-080
10- (DN250) .............
P/N
59-590-0-100
12- (DN300) .............
P/N
59-590-0-120
Copyright @ 2008-2010 Tyco Fire Suppression & Building Products. All rights reserved.
(E)POTTER
The Symbol of Protection
@uo <_a>
These vibrating type bells are designed for use as fire, burglar or general
signaling devices. They have low power consumption and high decibel
ratings. The unit mounts on a standard 4" (10 1 n1m) square electrical box
for indoor use or on a model BBK- I weatherproof backbox or BBX- I
deep weatherproof backbox for outdoor applications. Weatherproof
backbox model BBK- 1, Stock No. 150000 1.
BELLS
PBA-AC & MBA -DC
UL, ULC, and FM Approved
SizesAvailable: 6"(150mm), 8" (200mm) and 10" (250mm)
Voltages Available: 24VAC
120VAC
12VDC (10.2 to 15.6) Polarized
24VDC (20.4 to 31.2) Polarized
Service Use: Fire Alarm
General Signaling
Burglar Alami
Environment: Indoor or outdoor use (See Note I)
-400 to 150OF (400 to 660C)
(Outdoor use requires weatherproof backbox.)
Termination: AC Bells - 4 No. 18 AWG stranded wires
DC Bells - Terminal strip
Finish: Red powder coating
Optional: Model BBK-I weatherproof backbox
Model BBX- I deep weatherproof backbox
Notes:
I . Minimum dB ratings are calculated from integrated sound pressure
measurements made at Underwriters Laboratories as specified in UL
Standard 464. UL temperature range is -30' to 150OF (-340 to 660Q.
2. Typical dB ratings are calculated from measurements made with a
conventional sound level meter and are indicative of output levels in
an actual installation.
3. ULC only applies to MBA DC bells.
Size inches
(mm)
Voltage
Model
Number
Stock
Number
Current
(Max.)
Typical dB at
10 ft. (3m) (2)
Minimum dB at
10 ft. (3m) (1)
6(150)
12VDC
MBA126
1750070
.1 2A
85
76
8(200)
12VDC
MBAt28
1750080
.1 2A
90
77
10(250)
1 12VDC
MBA1210
1750060
.1 2A
92
78
6(150)
24VDC
MBA246
t750100
.06A
87
77
8(200)
24VDC
MBA248
1750110
.06A
91
79
10(250)
24VDC
MBA241 0
1750090
.06A
94
80
6(150)
24VAC
PBA246
1806024*
.1 7A
91
78
8(200)
1 24VAC
PBA248
1808024*
.1 7A
94
77
10(250)
24VAC
PBA2410
1810024*
.1 7A
94
78
6 (t50)
120VAC
PBA1206
1806120*
.05A
92
83
8(200)
120VAC
PBA 1208
1808120*
.05A
99
84
10(250)
120VAC
PBA12010
1810120*
.05A
99
Alt DC bells are polarized and have built-in transient proteCtiOD.
" Does not have ULC listing.
In outdoor or wet installations, bel I must be mounted with
weatherproof backbox, BBK-I orBBX-I. Standardelectrical boxes
will not provide a weatherproof enclosure. If the bell and/or assembly
is exposed to moisture, it may fail or create an electrical hazard.
Potter Electric Signal Company, LLC - 2081 Craig Road, St. Louis, MO, 63146-4161 - Phone: 800-325-3936/Canada 888-882-1833 - ww w. pottersi gnal com
PRINTED IN USA MFG. #5400776 - REV Y PAGE I OF 2
5/08
(E)POTTER
The Symbol of Protection
Bells Dimensions Inches (mm)
Fig. I
2 11/16"
(68)
DWGA 71 1
Weatherproof Backbox Dimensions Inches (mm)
Fig. 2
Box has one threaded 1/2" conduit entrance
r
5 3W'
(146) 0
(411)
D'A O� 776.2
Wiring (rear view)
Fig. 3
A.C. BELLS
BELLS
PBA-AC & MBA -DC
WHITE ON) WHITE (oUT)
a
FROM CONTR L
' EL OR
PAN
PRECEDINU HFI-1.
SLIM L.C.'l e'.U111TIT)
CAITION:
WHEN ELECTRICAL SUPERVISION IS REQUIRFI)XISE IN AND OU171,17ADS AS SHOWN.
NOTES:
1, WHEN USING AC BELLS. TMMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST13H.L.
2. END-OF-LT�'iLRESISTORIS-;40TP.EQLqRFDO-z4ACBELLS.
MCA r,l
Installation
I . The bell shall be installed in accordance with NFPA 13, 72, or
local AHJ. The top of the device shall be no less than 90" AFF and
not less than 6" below the ceiling.
2. Remove the gong.
3. Connect wiring (see Fig. 3).
4. Mount be] I mechanism to backbox (be] I mechanism must be
mounted with the striker pointing down).
5. Reinstall the gong (be sure that the gong positioning pin, in the
mechanism housing, is in the hole in the gong).
6. Test all bells for proper operation and observe that they can
be heard where required (bells must be heard in all areas as
designated by the authority having jurisdiction).
Failure to install striker down will pr,,:.,t bell from operating.
PRINTED IN USA MFG. 115400776 - REV Y PAGE 2 OF 2
5/08
Standard Spray; Upright, Pendent and Recessed Pendent
MODELS/S.I.N. V2703 AND V2707 STANDARD RESPONSE
MODELS/S.I.N. V2704 AND V2708 QUICK RESPONSE
These Model V27 standard spray sprinklers are designed to produce a
hemispherical spray pattern for standard commercial applications. They are
available with either standard or quick response bulbs. The design incorporates
state-of-the-art, heat responsive, frangible glass bulb design (standard or quick
response) for prompt, precise operation.
The die cast frame is more streamlined and attractive than traditional sand cast
frames. It is cast with a hex -shaped wrench boss to allow easy tightening from many
angles, reducing assembly effort. This sprinkler is available in various temperature
ratings (see chart on page 2) and finishes to meet many design requirements.
The recessed pendent should be utilized with a Model V27 recessed escutcheon
which provides up to 3A'119mm of adjustments.
nU <a> FLPC7B
\ZY VNIPO
SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS
UPRIGHT
PENDENT
RECESSED
(V2703 AND
IV2707 AND
PENDENT
V2704)
V2708)
(V2707 AND
V2708)
SPRINKLER OPERATION The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a
fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient tem-
perature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway
is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed
to distribute the water in a pattern that is most effective in controlling the fire.
COVERAGE For coverage area and sprinkler placement, refer to NFPA 13 standards.
TECHNICAL SPECIFICATIONS Models/S.I.N.: V2703, V2704, V2707, V2708
Style: Pendent, Llprlgll or Recessed Pendent ACCESSORIES
Nominal Orifice Size: lh"113mm
K-Factor: 5.6 Imp./8.1 S.I.A Installation Wrench:
Nominal Thread Size: V2" NPT/15mm . Open End: V27
Max. Working Pressure: 0 Recessed: V27-2
175psi/12OOkPa FM Global Finishes:
250psi/1725kPa UL . Plain brass
Factory Hydrostatic Test: # Chrome plated
100% @ 500psi/345OkPa White painted —
Min. Operating Pressure: 7 psi/48 kPa Black painted —
Temperature Rating: See charts on page 2 & 3. Custom painted —
Proprietary nickel Teflon* coating —
MATERIAL SPECIFICATIONS For 155, 200, and 286'F Standard
Response Only, wax coated**
Upright Deflector: Bronze per UNS C22000
Pendent Deflector: Bronze per UNS C51000 For cabinets and other accessories refer to
Bulb: Glass with glycerin solution. separate sheet.
Bulb Nominal Diameter: NOTE: Weather resistant recessed escutcl)eons
Standard: 5.Omm available upon request.
Quick Response: 3.Omm A For K-Factor when pressure is measured in
Load *Screw: Bronze per UNS C65100
Pip Cap: Bronze per UNS C65100 Bar, multiply S.I. units by 10.0.
Spring: Beryllium nickel Teflon is a registered trademark of Dupont Co.
Exaggerated for clarlty Seal: Teflon* tape **UL Listed for corrosion resistance in all
Frame: Die cast brass 65-30 configurations.
Lodgement Spring: Stainless steel per UNS
S30200
JOB/OWNER CONTRACTOR ENGINEER
System No. Submitted By Spec Sect— Para —
Location Date Approved
www.victaulic.com x. Ai C_ _ta _U1 i e
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
REV-11 40.101
F:RE PROTECTION FRODUCTS - AUTOE,!A'DC 40.10
V27y K5.6
Standard Spray; Upright, Pendent and Recessed Pendent
IVIODELS/S.I.N. V2703
AND V2707 STANDARD RESPONSE
IVIODELS/S.I.N. V2704
AND V2708 QUICK RESPONSE
APPROVA LS/LISTINGS
Orifice Size (inches)
1/2.
Orifice Size (mm)
13
13
13
13
13
13
Nominal K Factor Imperial
5.6
5.6
5.6
5.6
5.6
5.6
Nominal K Factor S.I.-
8.1
8.1
8.1
8.1
8.1
8.1
Response
Standard
Standard
Standard
Quick
Quick
Quick
Deflector Type
Upright
Pendent
Recessed
Upright
Pendent
Recessed
Pendent
Pendent
Adjustment
Approved Temperature Ratings
F/C' by Agencyt
up to W
Up to 3/4"'
13S'F/57'C
135*F/57'C
155*F/68*C
155*F/68*C
13S*F/S7*C
13SoF/57cC
135'F/57'C
135*F/57*C
175*F/79,C
175'F/79*C
155*F/68'C
155'F/68'C
155'F/68*C
155'F/68*C
UL
200'FI93'C
200'F/93'C
175*U79*C
175'F/79*C
175*F/79*C
175'F/79*C
286'F/14]*C
286'F/141'C
200*F/93*C
200'F/93*C
200*F/93'C
200'F/93'C
360'F/182*C
360*F/1 82C
286*F/14]'C
286*U]41*C
286*F/141*C
135*F/57'C
135*F/57*C
135*F/57*C
135'F/S7'C
135*F/57*C
155*F/68GC
ISS*F/68,C
155*F/68'C
I SS'F/68*C
155*F/68'C
135'F/S7'C
ULC
175'F/79'C
175*F/79*C
175*U79*C
175'F/79*C
17S'U79'C
155'F/68'C
200'F/93'C
200'F/93*C
200'F/93'C
200'F/93*C
200oF/93oC
175*F/79*C
286'F/14]*C
286oF/1411C
286F/141*C
286'UI41'C
286"F/141'C
200'F/93'C
360oF/182*C
360'F/182*C
135oF/57oC
135'F/57'C
135*F/57*C
135'F/57*C
155*F/68'C
155'F/68*C
13S*F/57* C
l55oF/68'C
155*F/68*C
135'F/57*C
FM #
175*F/79*C
175*F/79'C
155*F/68*c
17S'U79"C
175*U79'C
155*F/68'C
200'F/93'C
200*F/93*C
17S*F/79*C
17S*F/79*C
286*F/141*C
286'F/141'C
200*F/93*C
200'F/93oC
200'F/93*C
200*F/93*C
360*F/182*C
360*F/182'C
286*F/141*C
286oUl4loC
135*F/57*C
135*F/57'C
135*F/57*C
135'F/S7*C
135*F/57*C
155'F/68*C
155*F/68*C
155'F/68*C
155*F/68'C
155*F/68*C
135*F/57*C
NYC/MEA if 62-99-E
175*F/79*C
175'F/79'C
175*F/79*C
175*F/79*C
175*F/79*C
ISS*F/68*C
20OGF/930C
200*F/93*C
200*F/93*C
200*F/93*C
200'F/93*C
175'F/79*C
286*Ul4l'C
286*F/141'C
286F/141*C
286*F/141*C
286*F/141*C
200*F/93'C
360*UI82*C
360*F/182*C
135*F/57*C
135*U57'C
135*F/57*C
135*F/57*C
135*F/57*C
155'F/68*C
155'F/68*C
ISSOF/68*C
15S*F/68*C
155*F/68*C
135'F/57*C
CSFM # 7690-0531:112
175*F/79*C
175'F/79*C
175*F/79*C
175*F/79*C
175'F/79*C
155*F/68*C
200*F/93*C
200*F/93*C
200*F/93*C
200*F/930C
200*F/93'C
175*F/79*C
286*F/14i*C
286*F/141.c
286OF/1410C
286'UI41*C
286F/141*C
200*F/93*C
360'F/182*C
360'F/182'C
135'F/57*C
135'F/57*C
155,F/68*C
135*U57*C
155*F/681C
135*F/57*C
I -PCB
175*F/79'C
175'F/79*C
175*U79*C
175'U79C
None
None
200'F/93'C
200*F/93*C
200*F/93*C
200*F/93*C
286*F/141'C
286*F/1410C
360*F/182'C
135'F/57*C
135*F/57'C
135*F/57'C
135*F/57*C
155'F/68'C
155*F/68'C
135*F/57*c
1 55'F/68'C
155*F/68*C
135*F/57'C
VNIIPO
175*F/79*C
175*F/79*C
155*F/68'c
175'Fn9*C
175*F/79'C
155'F/68*C
200*F/93*C
200*F/93'C
175*F/79C
200*F/93C
20WF/93*C
175*F/79'C
286'17141 *C
286*F/141'C
200*F/93'C
286*F/141*C
286*F/141*C
200*F/93*C
360*F/182*C
360'F/182'C
ZSTZ
ZSTX
K-ZSTZ
K-ZSTX
CCC
155'F/68'C
155*F/68'C
None
155*F/68'C
155*F/68'C
None
200'F/93'C
200*F/93oC
200*F/93*C
200*F/93*C
t Listings and Approvals as of printing. All are approved open, except for areas designated 'No'.
^ For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0
If FIVI Approved with 1/2" adjustment escutcheon only - quick response
www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. Lctaulic-
40.102 REV-f
FIRE FRC'7z-CT?0N PRODUCTS - AUTONWIC SPRINEV ERS
V271 K5.6
Standard Spray; Upright, Pendent and Recessed Pendent
MODELS/S.I.N. V2703 AND V2707 STANDARD RESPONSE
MODELS/S.I.N. V2704 AND V2708 QUICK RESPONSE
40.10
RATINGS All glass bulbs are rated for temperatures from -67'F/-55*C to those shown in table below.
* Standard response only.
All are approved open, except for areas designated 'No".
- 150/65 if wax coated.
ORDERING INFORMATION Please specify the following when ordering;
Sprinkler Model Number
Style
Temperature Rating
K-Factor
Thread Size
Quantity
Sprinkler Finish
Escutcheon Finish
Wrench Model Number
www.victaulic.com -- I, /-ir__t a -U1 i C
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTALLIC COMPANY. ALL RIGHTS RESERVED.
REV-1 40103
FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS
I
tell R
V277 K5.6
Standard Spray; Upright, Pendent and Recessed Pendent
MODELS/S.I.N. V2703 AND V2707 STANDARD RESPONSE
MODELS/S.I.N. V2704 AND V2708 QUICK RESPONSE
WARNINGA
AWARNING
* Always read and understand installation, care, and maintenance
instructions, supplied with each box of sprinklers, before proceeding
with installation of any sprinklers.
* Always wear safety glasses and foot protection.
* Depressurize and drain the piping system before attempting to
install, remove, or adjust any Victaulic piping products.
- Installation rules, especially those governing obstruction, must be
strictly followed.
Painting, plating, or any re -coating of sprinklers (other than that sup-
'The
plied by Victaulic) is not allowed.
Failure to follow these instructions could result in serious personal
injury and/or property damage.
owner is responsible for maintaining the fire protection system and
devices in proper operating condition. For minimum maintenance and
inspection requirements, refer to the current National Fire Protection
Association document NFPA 25 that describes care and maintenance
of sprinkler systems. In addition, the authority having jurisdiction may
WE
have additional maintenance, testing, and inspection requirements that
must be followed.
INIf
you need additional copies of this publication, or if you have any
questions about the safe installation of this product, contact Victaulic
World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031
USA, Telephone: 001-610-559-3300.
DIMENSIONS Standard Pendent - V2707, V2708
60 mm
4� nm
17
0,
25 mm
Standard Upright - V2703, V2704
2
60
V2" Adjustment Recessed - V2707, V2708 (drawing not to scale)
I
75 mm
MAXIMUM EXTENSION
www.victaulic.com x.AC__t3_Uha
VICTALLIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
40.104 REVJ
40.10
V279 MIS
Standard Spray; Upright, Pendent and Recessed Pendent
MODELS/S.I.N. V2703 AND V2707 STANDARD RESPONSE
MODELS/S.I.N. V2704 AND V2708 QUICK RESPONSE
DIMENSIONS 3W' Adiustment Recessed — V97n7 V27nR tm—i� —+ m — I
,23W/60mm
Max. Hole
2751 mm
Mm Hole
Ho
si,'l I IA67
77 m
24 mm I% 37m
Typical CeilingTilWe
T
Finished Surface!f 4 mm
MAXIMUM RECESS
75 mm
MAXIMUM EXTENSION
AVAILABLE WRENCHES
V270Z V2708 Pendent yes yes
V2707, V2708 Recessed Pendent yes
V2703, V2704 Upright yes yes
DISTRIBUTION PATTERNS Models/S.I.N. V2707, V2708
K5.6 standard pendent and recessed pendent distribution patterns — trajectory
10'
3.Om
8'
2.4m
6'
I.B.
4
1.2r-n
2'
0.6m
0
2' 4!
0.6m 1.2m
7 psi
48 kPa
See notes on next page.
6' 8' IV
1.8m 2.4m 3.Om
15 psi 30 psi
103 kPa 207kPa
12' 14'
3.7m 4.3m
www.victaulic.com '--� Atatn-ulge
VICTAUUG IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
REV-1 410.105
V277 K5.6
Standard Spray; Upright, Pendent and Recessed Pendent
MODELS/S.I.N. V2703 AND V2707 STANDARD RESPONSE
MODELS/S.I.N. V2704 AND V2708 QUICK RESPONSE
DISTRIBUTION PATTERNS Models/S.I.N. V2703, V2704
K5.6 standard upright distribution patterns — trajectory
10,
3.Om
2.4m
6'
1.8m
4-
1.2m
2'
0.6m
a
211 4' 6 IT 10' 12'
0.6m 12M 11.8� 2.4m 3.0� 3.7m
7 psi IS psi 30psi
48 kPa 103 kPa 207 kPa
14' 16'
4.3m 4.9m
NOTES:
1 Data shown is approximate and can vary due to differences in installation.
2 These graphs illustrate approximate trajectories, floor -wetting, and wall -wetting patterns for
these specific Victaulic Firel-ock automatic sprinklers. They are provided as information for
guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler
spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority
having jurisdiction for specific information regarding obstructions, spacing limitations and area
of coverage requirements. Failure to follow these guidelines could adversely affect the perfor-
mance of the sprinkler and will void all Listings, Approvals and Warranties.
3 All patterns are symmetrical to the centerline of the waterway.
WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details.
NOTE 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.
For complete contact information, visit www.victaulic.com
40.10 25" REV I UPDATED 04/2012
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTALILIC COMPANY. ALL RIGHTS RESERVED. Lc t zat u I i c
40.10
FireLockO V27, K5.6
Models V2709,V2710
Standard Spray
Horizontal and Recessed Horizontal Sidewall
Standard and Quick Response
; N4v
V
V2709/V2710 V2709/V2710
Standard Horizontal Recessed Horizontal
Sidewall Sidewall
Approvals/Listings:
C&S <� FLE—M (If (g)
LISTED
See Victaulic Publication 10.01 for more details.
Product Description:
These Model V27, standard spray horizontal sidewall
sprinklers are designed for up to ordinary Hazard per
NFPA 13, and can be used for standard or recessed
installations. The design provides a crescent -shaped
water discharge pattern for installation along a wall or
under a beam or ceiling. It is cast with a hex -shaped
wrench boss to allow easy tightening from many angles,
reducing assembly effort. This sprinkler is available
in various temperature ratings (see chart on page 3)
and finishes to meet many design requirements. The
recessed pendent should be utilized with a Model V27
recessed escutcheon which provides Up to 3/411/19 MM Of
adjustments.
Coverage
For coverage area and sprinkler placement, refer to
N FPA 13 or applicable standard.
Job/Owner
System No.
Location
Contractor
Submitted By
Date
u Ai -C _t: a _U1 i d
40.11
Technical Specifications:
Models: V2709, V2710
Style: Horizontal Sidewall or Recessed
Horizontal Sidewall
Nominal Orifice Size: Y2'713 mm
K Factor: 5.6 Imp./8.1 S.1.1
Nominal Thread Size: V2715 mm
Max. Working Pressure:
* 175 psi/1200 kPa (FM)
* 250 psi/1725 kPa (UL)
Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa
Min. Operating Pressure:
* 7 psi/48 kPa
Temperature Rating: See chart on page 3
1 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0.
Engineer
Spec Section
Paragraph
Approved
Date
Exaggerated for clarity
victaulic.com I Sprinklers I Firel-ock" I K5.6, V27 I Publication 40.11
40.11 2545 Rev. J Updated 0712014 0 2014 Victaulic Company. All rights reserved.
I Ac--t:a U _hc�
victaulic.com I Sprinklers I Firel-ock' I K5.6, V27 I Publication 40.11
Material Specifications: Accessories
Horizontal Deflector: Commercial bronze per
UNS C22000
Bulb: Glass with glycerin solution
Bulb Nominal Diameter:
El Standard: 5.0 mm
El Quick Response: 3.0 mm
Load Screw: Low Silicon bronze per UNS C65100
Pip Cap: Low Silicon bronze per UNS C65100
Spring: Beryllium nickel
Seal: Teflon2 tape
Frame: Die cast brass 65-30
Lodgement Spring: Stainless steel per UNS S30200
Installation Wrench:
0 Open End: V27
El Recessed: V27-2
Sprinkler Finishes:
EJ Plain Brass
1:1 Chrome plated
El White painted3
El Flat black painted3
El Custom painted3
0 Proprietary Nickel/Teflon2 coating3
El VC-2504
155, 200, 286 SR Only:
E] WaX3
For cabinets and other accessories refer to
separate sheet.
NOTE: Weather resistant recessed escutcheon available upon request.
2 Teflon is a registered trademark of Dupont Co.
3 UL Listed for corrosion resistance.
4 UL Listed and FM Approved for corrosion resistance.
40.11 2545 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved.
victaulic.com 2 -11"A-C—ta —U, icr
victaulic.com I Sprinklers I FireLock" I K5.6, V27 I Publication 40.11
Approvals/Listings:
APPROVALS/1-ISTINGS
Model
V2709
V2709 Recessed
V2710
V2710 Recessed
V2710 Recessed
Orifice Size (inches)
1/2 .
'/2'
112"
1/2 .
1/2"
Orifice Size (mm)
13
13
13
13
13
Nominal K Factor Imperial
5.6
5.6
S.6
5.6
5.6
Nominal K Factor 5.1.5
8.1
8.1
8,11
8.1
8.1
Response
Standard
Standard
Quick
Quick
Quick
Recessed
Recessed
Recessed
Deflector Type
Horizontal
Horizontal
Horizontal
Horizontal
Horizontal
Sidewall
Sidevvall*
Sidewall
Sidewall (up to
Sidewall (up to
1/2" adjustment)
3/4" adjustment)
Approved Temperature Ratings
F*/C*
135*F/57oC
135*F/57*C
lS5*F/68'C
135*F/57*C
155*F/68*C
135*F/57*C
135'F/57*C
cULus
175*F/79'C
155'17/6WC
175'F/79'c
155*F/68*C
1SS*F/68'C
200*F/93*C
175*F/79*C
200*F/93*C
175*F/79*C
175oF/79oC
286'F/141'C
200*F/93*C
286'F/141*C
200*F/93'C
200oF/93oC
360*F/182*C
135*F/57*C
135*F/57*C
155*F/68*C
135'F/57*C
155*F/68*C
135'F/57*C
FIVI
175*F/79*C
155*F/68.c
175'F/79oc
155*F/68*C
None
200*F/93*C
175'F/79.c
200*F/93*C
175'F/79'C
286*F/141*C
200*F/93*C
286*F/141*C
200*F/93*C
360*F/182*C
135:F/57:C
135*F/57*c
155 F168 C
135*F/57*C
1SS'F/68*C
135'F/57*C
135*F/57*C
NYC/MEA 6 #62-99-E
175*F/79'C
155:F/68*C
175'F/79*C
155*F/68*C
155'F/68'C
200*F/93*C
175 F/79'C
200'F/93'C
175'F/79'C
175*F/79'C
286*F/14loC
200'F/93'C
286*F/141*C
200'F/93'C
200*F/93*C
360oF/182*C
135*F/57*C
135'F/57*C
155*F/68*C
135*F/57*C
15SoF/68'C
135'F/57*C
135*F/57*C
CSFM 6 #7690-0531:112
175oF/79*C
155'F/68*C
175'F/79,C
I SS'F/68*C
155'F/68'C
200*F/93*C
175*F/79.c
200*F/93*C
175'F/79'C
175'F/79'C
286*F/141*C
200*F/93*C
286'F/141'C
200*F/93'C
200*F/93*C
360*F/182*C
135*F/57*C
135'F/57'C
155*F/68*C
155oF/68oC
LPC13 6 104b/01
175*F/79oC
6 104b/02
200'F/93*C
None
175'F/79'C
None
None
286'F/141'C
200*F/93*C
360*F/182oC
286oF/141*C
135'F/57*C
135*F/57*c
11557168oC
135'F/57*C
155*F/68*c
135'F/57*C
VNIIPO
175oF/79oC
155*F/68'C
175'F/79'c
155*F/68*C
None
200'F/93'C
175DF/79oC
200*F/93*c
175'F/79*C
286oF/141*C
200'F/93'C
286oF/141*C
200*F/93oC
360'F/182*C
CCCf
ZSTBS
155'F/68'C
None
None
None
None
5 For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0
6 Light Hazard ONLY
Note: Listings and Approvals as of printing. All are approved open.
40.11 2545 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved.
victaulic.com 3 ". , Ar--t a -U1 i C
victaulic.com I Sprinklers I Firel-ock' I K5.6, V27 I Publication 40.11
Dimensions:
�— 3'789 M -1
72%757 mm - 7A 6"/
114 01
8mm 11 mm
32 mm >
Standard HSW — V2709, V27 10
67
71/ml
23/16*/— 11/16;�-fil/167+-
56 mn, 43 mns 130MMI
Finished Cedin
4 - 127102 - 305 rnm g 4 - 127102 - 305 rnm
Per NFFA Per NF
7/51 mm 2 3/8'/60 rnm 2751 nun 2 3/8760 rn.
,r1 2 15�11167 Min. H le Max. Hole
ole Max. . Hole 75 mm . o
Fintshed Surface -,,� -� L-TypicalW�ll Finished Surface-l' i �-TypicalWall
MAXIMUM EXTENSION MAXIMUM RECESS
W Adjustment Recessed - V2709, V2710 (drawing not to scale)
15/16'
24..
56 rn.
I I 11-hel 1,11h, I \ - R-h�d C61hng
4 - 12'1102 - 305 127102 - 305
Per NFPA P,
2'1,,'Imm 21/8'160mm 7/51— 23,8"/60rnm
215/1 6"
�x-H.le 75 — Min.. Hole Max. Hole
Finished Surface `2 L Ty—,IWAI FinislhMS.4— —� —1 Lypical\141
MAXIMUM EXTENSION MAXIMUM RECESS
3/4" Adjustment Recessed — V2709, V2710 (drawing not to scale)
40.11 2545 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved.
victaulic.com 4 1llI,.AC_t3_UhC�
victaulic.com I Sprinklers I Firel-ock' I K5.6, V27 I Publication 40.11
Distribution Patterns:
to, aiii-C
3.0 in
8
2Am
6
1.8 m
4'
1.2 rn
2'
0,6 in
0
Models V2709, V27 10
K5.6 Standard Horizontal Sidewall and Recessed Horizontal Sidewall
Distribution Patterns - Trajectory
2- 4' 6' 81 10' 12' 14' 16' 18' 20' 22' 24' 26'
0.6 m 1,2 m 1,8 m 2.4 m 3.0 m 3.7 m 4.3 m 4.9 in 5.5 in 6.1 m 6.7 m 7.3 rn 7.9 rn
Models V2709, V27 10
K5.6 Standard and Recessed Horizontal Sidewall
Distribution Patterns - Plan View
2' 4' 6' 8' 10' 12' 14' 16' 18' 20' 22' 24' 26' 28'
0.6m 1.2m 1.8m 2.4m 3.Om 3.7m 4.3m 4.9 m S.5 m 6.1 m 6.7 m 7.3 m 7.9m 8.5m
0'
2'
0.6 in
4-
1.2 m
6'
1.8 in
8'
2Am
10,
3.0 m
12'
3.7 m
14'
43 m
16'
4.9 rn
7 psi
48 kPa
15 psi
103 kPa
30 psi . . . . . . .
207 kPa
7 psi
48 kPa
1 S psi
103 ki
30 psi . . . . . . .
207 kPa
NOTl
A. Data shown is approximate and can vary due to differences in installation.
B. These graphs illustrate approximate trajectories, floor -wetting, and wall -wetting patterns for these specific Viclaulic FireLock Automatic Sprinklers. I hey are provided as
information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installabon. Refer to the appropriate NFPA
National Fire Code or the Authority Having Jurisdiction for specific Information regarding obstructions, spacing limitations and area of coverage requirements. Faill-ire
to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties.
40.11 2545 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved.
victaulic.com 5
-1., Al -ta -U1 i C W
victaulic.com I Sprinklers I Firel-ock' I K5.6, V27 I Publication 40.11
Ratings: Available Wrenches:
All glass bulbs are rated for temperatures from -670F
(-55'C) to those shown �n the table below.
Sprinkler
Temperature
Victaulic
Part
Identification
Temperature — *FrC
Glass
Bulb
Color
Nominal
Temperature
Rating
Maximum
Ambient
Temperature
Allowed
--Classification
Ordinary
A
1350F/570C
IOOoF/38'C
Orange
Ordinary
C
155oF168oC
100oF/38oc
Red
Intermediate
E
175*F/79PC
150'F/650C
Yellow
Intermediate
F
20OGF/930C
1 50oF/650C
Green
High
J
286*F/141'C
22S'F/107*C
Blue
Extra High 7
K
360*F/182'C
300'F/149'C
Purple
M
I
I Standard response only.
V27-2
Recessed
V27
Open End
No escutcheon
With escutcheon
4& WARNING
* Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin-
klers, before proceeding with installation of any sprinklers.
* Always wear safety glasses and foot protection.
# Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping
products.
* Installation rules, especially those governing obstruction, must be strictly followed.
- Painting, plating, or any re -coating of sprinklers (other than that supplied by Victaulic) is not allowed.
Failure to follow these instructions could result in serious personal injury and/or property damage.
The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For
minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam-
phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may
have additional maintenance, testing, and inspection requirements that must be followed.
If you need additional copies of this publication, or if you have any questions about the safe installation of this
product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone:
001-610-559-3300.
Installation
Reference should alvvays be made to the 1-40 Victaulic FireLock Automatic Sprinklers
Installation and Maintenance Sheet for the product you are installing. This installation sheet
is included with each shipment of Victaulic products for complete installation and assembly
data, and is available in PDF format on our welpsite at victaulic.com.
Warranty
Refer to the Warranty section of the current Price List or contact ViCtai.111C for details.
Note
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.
Trademarks
Victaulic is a registered trademark of Victaulic Company.
40.11 2545 Rev. J Updated 0712014 0 2014 Victaulic Company. All rights reserved.
victaulic.com 6 '1, A—C —ta _U1 i C�
tqtection
Products
Worldwide www.tyco-fire.com
Contacts I
Model CC2 — 4.2 and 5.6 K-factor
Combustible Concealed Space Sprinklers
Specific Applicatiop, Upright
General
Description
The Model CC2 Combustible Con-
cealed Sprinklers are fast response,
upright, specific application sprinklers
designed to provide protection of spe-
cific light hazard combustible, as well
as non-combustible, concealed spaces
requiring sprinkler protection. The CC2
Sprinklers comply with the criterion for
the protection of combustible con-
cealed spaces as described in NFPA
13.
The Model CC2 Sprinklers are
designed for installation on BlazeMas-
ter CPVC wet pipe systems and steel
wet pipe or dry pipe sprinkler systems
(refer to the respective Design Criteria
sections). They provide the following
features as compared to the 2.8K-fac-
tor Model CC1 Sprinklers described on
Technical Data Sheet TFP630:
• Can be used on steel dry pipe sprin-
kler systems
• Increased spacing from 10 ft. (3,1 m)
to 12 ft. (3,7 m)
• Increased coverage area from 100 ft2
(9,3 M2) to 144 ft2 (13,4 M2)
The effectiveness of the Model CC2
Sprinklers in combustible concealed
spaces was clearly evident during the
full scale fire testing for this product.
Concealed spaces between floors, as
well as low pitch attics (slope of 2:12
or less) are inherently shallow. Stan-
dard spray sprinklers, by design, have
an umbrella like spray pattern that
poses a difficult challenge when trying
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and
installation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
to achieve effective coverage within a
shallow space. The Model CC2 Com-
bustible Concealed Space Sprinklers
have addressed the difficult "above
ceiling" fire challenge for both wet pipe
and dry pipe sprinkler systems.
WIT-Mm
The Model CC2 Combustible Con-
cea/ed Sprinklers described herein
must be installed and maintained in
compliance with this document, as well
as with the applicable standards of the
National Fire Protection Association, in
addition to the standards of any other
authorities having jurisdiction, Failure
to do so may impair the performance
of these devices.
The owner is responsible for maintal . n-
ing their fire protection system and
devices in proper operating condition'
Contact the installing contractor or
manufacturer with any questions.
,-97'-prinkler
Identification
Number
TY2189 — Upright, 4.21K
TY3189 — Upright, 5.61K
Technical
Data
Approvals
UL Listed
(Listings and approvals only apply to the
service conditions indicated in the Design
Criteria sections.)
Maximum Working Pressure
175 psi (12,1 bar)
Pipe Thread Connection
1/2 inch NPT
Discharge Coefficient
K = 4.2 gpm/psil/2 (60,5 Ipm/bae/2)
K = 5.6 gprn/psiV2 (80,6 Ipm/bae/2)
Temperature Rating
175- F (79- C)
Finish
Natural Brass
Physical Characteristics
Frame ............................. Brass
Button ............................ Bronze
Sealing Assembly ... Stainless Steel w/TEFLON
Bulb ......................... Glass (3 mm)
Compression Screw .................. Brass
Deflector .......................... Bronze
Operation
The glass bulb contains a fluid that
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb allowing the sprinkler to acti-
vate and flow water.
Design
Criteria
Design criteria is provided as follows:
* 175o F (790 C), Model CC2 Combusti-
ble Concealed Sprinklers with CPVC
Pipe and horizontal slope above
sprinklers not exceeding 2:12 (Refer
to Page 2).
* 175' F (790 C), Model CC2 Combus-
tible Concealed Sprinklers with Steel
Pipe and horizontal slope above
sprinklers not exceeding 2:12 (Refer
to Page 4).
Page I of 8
AUGUST 2016
TFP632
TFP632
Page 2 of 8
Components:
1 - Frame
2 - Sealing
Assembly
3 - Button
4 - Bulb
5 - Compression
Screw
6 - Deflector
7 - Ejection
Spring
Design Criteria,
CPVC Pipe
CC2 Temperature Rating
(CPVC Pipe)
175- F (79- C)
Area of Use (CPVC Pipe)
Horizontal (slope not exceeding 2:12)
combustible concealed spaces of:
• Unobstructed wood truss construc-
tion or unobstructed bar joist con-
struction (Ref. Figure 2).
• Non-combustible, insulation -filled
solid wood or composite wood joist
construction (Ref. Figure 3).
NOTE. In order to be considered
"non-combustible insulation -filled
solid wood or composite wood joist
construction," the insulation (includ-
ing insulation provided with a combus-
tible vapor barrier), must completely fill
the pockets between the joists to the
bottom of thejoists, and the insulation
must be secured in place with metal
wire netting. The metal wire netting is
intended to hold the insulation in place
should the insulation become wetted
by the operation of the CC2 Sprinklers
in the event of a fire.
Concealed Space Area (CPVC Pipe)
The area of the concealed space is not
limited; however, for both Figure 2 and
Figure 3, where CPVC pipe is being util-
ized, draft -curtains or full height walls
must be provided at 1000 ft2 (93 M2)
areas. This draft curtain shall be at
least 1/3 the depth of the concealed
space or 8 inches (200 mm), which-
ever is greater, and be constructed
using a material that will not allow heat
to escape through or above the draft
curtain.
Concealed Space Size (CPVC Pipe)
The depth of the concealed space is 36
inches (915 mm) maximum to 12 inches
(305 mm) minimum.
1-11/16" 1
(42,9 mm)
IRINKLER
FRAME
ARMS I
VRENCH
FLATS
in.. K,
I r, 1
2-1/4"
(57,2 mm)
7/16" (11,1 mm)
NOMIN L MAKE -IN
FIGURE 1
MODEL CC2 SPRINKLER
System Type (CPVC Pipe)
Light hazard, wet pipe system
Minimum Distance Between Model
CC2 Sprinklers (CPVC Pipe)
The minimum distance between sprin-
klers is 7 Ft. (2,1 m).
NOTE: Minimum spacing does not
apply to any additional sprinklers
required for protection of BlazeMaster
CPVC that is offset overan obstruction.
Maximum Distance Between Model
CC2 Sprinklers (CPVC Pipe)
12 feet (3,7 m)
Maximum Coverage Area (CPVC
Pipe)
144 ft2 (13,4 M2)
Deflector Position (CPVC Pipe)
* 1-1/2 to 4 inches (40 to 100 mm)
below upper deck for wood truss
construction or bar joist construc-
tion (Ref. Figure 2)
* 1-1/2 to 4 inches (40 to 100 mm)
below solid wood or composite wood
joists (Ref. Figure 3)
Minimum Distance Away From
Trusses (CPVC Pipe)
4-1/2 inches (114 mm)
Remote Area (CPVC Pipe)
The remote area is 1000 ft2 (93 M2)
NOTE. The remote area does not
i . nclude any additional sprinklers
required for protection of BlazeMaster
CPVC that is offset overan obstruction.
Required Density (CPVC Pipe)
0.10 gpM/ft2 (4,1 mm/min)
Minimum Operating Pressure
(CPVC Pipe)
7 psi (0,48 bar)
NOTE.- The minimum resulting flow for
the 4.2K is 11. 1 gpm, and the minimum
resulting flow for the 5.6K is 14.8 gpm.
Therefore, for coverage areas less
than the maximum permitted coverage
area of 144 ft2, the 4.2K may provide
a hydraulic advantage. The use of the
CC1 sprinkler having a K-factor of 2.8,
minimum operating pressure of 10 psi,
and resulting minimum flow of 9.5 gpm
may provide a further hydraulic advan-
tage for yet smaller coverage areas.
The CC1 is described in Technical Data
Sheet TFP630.
Obstructions (CPVC Pipe)
See Figure 8 in this data sheet for
obstructions rules.
Use of UL Listed BlazeMaster
CPVC Piping with Model CC2
Sprinklers
Only BlazeMaster CPVC product may
be used in concealed spaces requir-
ing automatic sprinklers, when used in
conj . unction with Model CC2 Sprinklers.
In order to use the BlazeMaster CPVC
product for wood truss or bar joist
construction, the horizontal run of pipe
must be a maximum of 6 Inches (150
mm) above the ceiling or noncombus-
tible ceiling insulation, or 1/3 the depth
of concealed space (as measured
from the top surface of the ceiling to
the bottom of the deck above), which-
ever is smaller (Ref. Figure 2). For insu-
lation filled solid wood or composite
wood joist construction, the horizon-
tal run of pipe must be a maximum
of 6 Inches (150 mm) above ceiling or
non-combustible ceiling insulation, or
1/3 the depth of concealed space (as
measured from the top surface of the
ceiling to the bottom surface of the joist
insulation above), whichever is smaller
(Ref. Figure 3). The CPVC piping can
then be used to supply the Model
CC2 Sprinklers, as well as the sprin-
klers below the ceiling. Unless modi-
fied by this Technical Data Sheet, all
other guidelines of the "BlazeMaster
— Installation Instructions & Techni-
cal Manual" must be met. When using
1 inch (DN25) or larger pipe, a hanger
must be located at the truss nearest a
UPPER DECK
6" (152 mm)
MAXIMUM FOR
CPVC PIPE
OBSTRUCTION
CEILING
MODEL CC2
SPRINKLER
TOP CHORD
4" (102 mm)
OR LESS
WHEN OFFSETTING CPVC PIPE OVER AN
OBSTRUCTION, A MODEL CC2 SPRINKLER
MUST BE INSTALLED DIRECTLY ON THE
CPVC PIPE OVER THE OBSTRUCTION
4-1/2" (114 mm) MINIMUM
FROM FACE OF WOOD TRUSS
OR TOP CHORD OF BAR JOIST
------------
FRAME ARMS OF
SPRINKLER MUST
I BEINSTALLED
IN -LINE WITH
PIPE RUN
L------------ J
TOP OF CHORD
6" (152 mm) MAXIMUM ABOVE
CEILING TO BOTTOM OF PIPE OR
NON-COMBUSTIBLE CEILING INSULATION,
OR 1/3 THE DEPTH OF CONCEALED SPACE
(AS MEASURED FROM TOP SURFACE OF
CEILING TO BOTTOM OF DECK ABOVE),
WHICHEVER IS SMALLER
FIGURE 2
UNOBSTRUCTED WOOD TRUSS CONSTRUCTION
OR UNOBSTRUCTED BAR JOIST CONSTRUCTION
CROSS SECTION ELEVATION VIEW
CPVC PIPE
UPPER COMPOSITE
DECK WOOD JOISTS
6" (152 mm)
MAXIMUM FOR
CPVC PIPE MODEL CC2
7--SPRINKLER
OBSTRUCTION
CEILING
WHEN OFFSETTING CPVC PIPE OVER AN
OBSTRUCTION, A MODEL CC2 SPRINKLER
MUST BE INSTALLED DIRECTLY ON THE
CPVC PIPE OVER THE OBSTRUCTION
4" (102 mm)
MAXIMUM
1-1/2" (40 mm)
MINIMUM
TFP632
Page 3 of 8
36" (915 mm)
MAXIMUM
12" (305 mm)
MINIMUM
SOLID WOOD NON-COMBUSTIBLE
JOISTS INSULATION 4" (102 mm)
MAXIMUM
1-1/2" (40 mm)
MINIMUM
------------ I
FRAME ARMS OF
I
SPRINKLER MUST
36" (915 mm)
BEINSTALLED
MAXIMUM
IN -LINE WITH TOP OF
12" (305 mm)
PIPE RUN CHORD
L------------ J
MINIMUM
6" (152 mm) MAXIMUM ABOVE
CEILING TO BOTTOM OF PIPE OR
NON-COMBUSTIBLE CEILING INSULATION, BOTTOM
OR 1/3 THE DEPTH OF CONCEALED SPACE OF PIPE
(AS MEASURED FROM TOP SURFACE
OF CEILING TO BOTTOM SURFACE
OF JOIST INSULATION ABOVE),
WHICHEVER IS SMALLER
FIGURE 3
NON-COMBUSTIBLE INSULATION -FILLED UPPER DECK
SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION
CROSS SECTION ELEVATION VIEW
CPVC PIPE
TFP632
Page 4 of 8
sprig for purposes of restraint. If using
3/4 inch (DN19) piping, all sprigs over
12 inches (305 mm) must be laterally
braced using methods described in the
NFPA standards.
Where the CPVC must be offset up
and over an obstruction and the pipe
exceeds the allowed horizontal posi-
tioning requirements specified above
as well as shown in Figures 2 and 3,
additional Model CC2 Sprinklers are to
be installed as shown in Figure 2 and
3 to protect the BlazeMaster CPVC
product.
A minimum lateral distance of 18 inches
(460 mm) must be maintained between
the CPVC pipe and heat pumps, fan
motors, and heat lamps.
Design Criteria,
Steel Pipe
CC2 Temperature Rating
(Steel Pipe)
175- F (79- C)
Area of Use (Steel Pipe)
Horizontal (slope not exceeding 2:12)
combustible concealed spaces of:
• Unobstructed wood truss construc-
tion or unobstructed bar joist con-
struction (Ref. Figure 4)
• Solid wood joist construction (Ref.
Figure 5) where the upper deck and
ceiling joists may have a maximum
depth of 12 inches (300 mm) and typ-
ical on center joist spacing of mini-
mum 16 inches (400 mm)
• Non-combustible insulation filled
solid wood joist or wood composite
joist construction (Ref. Figure 6)
• Obstructed wood truss construction
(Ref. Figure 7)
NOTE. In order to be considered "non-
combustible insulation filled solid wood
joist or composite wood joist construc-
tion", the insulation (including insula-
tion provided with a combustible vapor
barrier),must completely fill the pock-
ets between the joists to the bottom
of the joists, and the insulation must
be secured in place with metal wire net-
ting. The metal wire netting is intended
to hold the insulation in place should
the insulation become wetted by the
operation of the CC2 Sprinklers in the
event of a fire.
Concealed Space Area (Steel Pipe)
The area of the concealed space is not
limited; however,
for unobstructed wood truss con-
struction or concealed spaces of
non-com bustible, unobstructed
bar joist construction (Ref. Figure
4) draft -curtains or full height walls
must be provided at 1000 ft2 (93 M2)
areas. This draft curtain shall be at
least 1/3 the depth of the concealed
space or 8 inches (200 mm), which-
ever is greater, and be constructed
using a material that will not allow
heat to escape through or above the
draft curtain.
for solid wood joist construction (Ref.
Figure 5) and obstructed wood truss
construction (Ref. Figure 7), blocking
must be provided in each upper deck
and ceiling joist channel at a maxi-
mum 32 feet (9,75 m) intervals. This
blocking shall be installed to the full
depth of the joists and be installed
so as to not allow.heat to escape
through or above the blocking. The
blocking must be constructed using
a non-combustible material or the
joist construction material.
Draft curtains must protrude below
the joist a minimum of 6 inches (150
mm) or 1/3 the space, whichever is
greatest, and run parallel with the
joist spaced at 31 feet (9,4 m) width
maximum to limit the area to a maxi -
MUM Of 1000 ft2 (93 M2) . The draft
curtain may be constructed of 1/4
inch (6,4 mm) plywood to prevent
heat from escaping beyond the area.
for non-combustible, insulation -filled
solid wood joist or composite wood
joist construction (Ref. Figure 6),
the requirement for draft curtains or
blocking does not apply.
Concealed Space Size (Steel Pipe)
The minimum and maximum concealed
space depth is as follows:
For unobstructed wood truss construc-
tion or concealed spaces of unob-
structed bar joist construction (Ref.
Figure 4) the depth of the concealed
space is 36 inches (915 mm) maximum
to 12 inches (305 mm) minimum.
For solid wood joist construction (Ref.
Figure 5), solid wood or composite
wood joist construction filled with non-
combustible insulation (Ref. Figure 6),
or obstructed wood truss construction
(Ref. Figure 7), the maximum depth of
the concealed space is 54 inches from
bottom of upper deck to top of ceiling,
and the minimum depth is 6 inches
from the bottom of the upper deck
joists to the top of the ceiling joists.
System Type (Steel Pipe)
Light hazard, wet or dry pipe system
using steel pipe.
NOTES. Use of the 4.2K sprinklers in
dry pipe systems is permitted by section
8.3.4.3 of NFPA 13 (2007 edition) where
pt . pi . ng J . s corrost . on resistant or internally
galvanized.
Minimum Distance Between Model
CC2 Sprinklers (Steel Pipe)
7 feet (2,1 m)
Maximum Distance Between Model
CC2 Sprinklers (Steel Pipe)
12 feet (3,7 m)
Maximum Coverage Area (Steel
Pipe)
144 ft2 (13,4 M2)
Deflector Position (Steel Pipe)
1-1/2 to 4 inches (40 to 100 mm) below
upper deck for wood truss construction
or concealed spaces of non-combusti-
ble bar joist construction (Ref. Figure 4)
1-1/2 to 2 inches (40-50 mm) below
solid wood joist (Ref. Figure 5) or top
chord of a wood truss that has a depth
greater than 4 inches
1-1/2 to 4 inches (40 to 100 mm) below
non-combustible insulation filled solid
wood joists or composite wood joists
(Ref. Figure 6)
Remote Area (Steel Pipe)
The remote area for wood truss con-
struction or bar joist construction (Ref.
Figure 4) or solid wood joist construc-
tion (Ref. Figure 5) is 1000 ft2 (93 M2) for
wet or dry pipe systems.
The remote area for non-combusti-
ble insulation filled solid wood joist
or wood composite joist construction
(Ref. Figure 6) is to be calculated per
the requirements of NFPA 13.
Required Density (Steel Pipe)
0.10 gpM/ft2 (4,11 mm/min)
Minimum Operating Pressure (Steel
Pipe)
7 psi (0,48 bar)
NOTE. The minimum resulting flow for
the 4.2K is 11. 1 gpm, and the minimum
resulting flow for the 5.6K is 14.8 gpm.
Therefore, for coverage areas less
than the maximum permitted coverage
area of 144 W, the 4.2K may provide
a hydraulic advantage. The use of the
CC1 sprinkler having a K factor of 2.8,
minimum operating pressure of 10 psi,
and resulting minimum flow of 9.5 gpm
may provide a further hydraulic advan-
tage for yet smaller coverage areas
when designing wet pipe systems. The
CC1 is described in Technical Data
Sheet TFP630.
Obstructions (Steel Pipe)
See Figure 8 in this data sheet for
obstructions rules.
TFP632
Page 5 of 8
MODEL CC2 4-1/2" (114 mm) MINIMUM
UPPER DECK SPRINKLER FROM FACE OF WOOD TRUSS
OR TOP CHORD OF BAR JOIST
7
A
4" (102 mm)
TOPCHORD
\
MAXIMUM
4" (102 mm)
OR LESS ---------
1-1/2" (40 mm)
r
FRAME ARMS OF I
MINIMUM
SPRINKLER MUST
BEINSTALLED
IN -LINE WITH i
36" (915 mm)
PIPE RUN I
MAXIMUM
L ------------ 1
12" (305 mm)
MINIMUM
---------------
CE
FIGURE 4
UNOBSTRUCTED WOOD TRUSS CONSTRUCTION
OR UNOBSTRUCTED BAR JOIST CONSTRUCTION
CROSS SECTION ELEVATION VIEW
STEEL PIPE
r------------------ i
FRAME ARMS OF SPRINKLER
MUST BE INSTALLED
IN -LINE WITH PIPE RUN
L__
T__
2" (51 mm)
MAXIMUM
1 -1 /Z -, po mm)
MINIMUM
UPPER 2x FLOOR SOLID
DECK WOOD JOISTS
CEILING CEILING
FRAMING
FIGURE 5
SOLID WOOD JOIST CONSTRUCTION
CROSS SECTION ELEVATION VIEW
STEEL PIPE
54" (1372 mm)
MAXIMUM
36" (915 mm)
MAXIMUM
6" (152 mm)
MINIMUM
TFP632
Page 6 of 8
r------------------ n
FRAME ARMS OF SPRINKLER :
MUST BE INSTALLED UPPER NON-COMBUSTIBLE
IN -LINE WITH PIPE RUN DECK INSULATION
L ------------------ J I
54" (1372 mm)
MAXIMUM
COMPOSITE MODEL CC2 2x FLOOR SOLID f
WOOD JOISTS SPRINKLER WOOD JOISTS 36" (915 mm)
MAXIMUM
4" (102 mm) 6" (152 mm)
MAXIMUM MINIMUM
1-1/2"(38mm)
MINIMUM
2" (,E
MA)
1-1/2"
MIN
CEILING CEILING
FRAMING
FIGURE 6
NON-COMBUSTIBLE INSULATION -FILLED UPPER DECK
SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION
CROSS SECTION ELEVATION VIEW
STEEL PIPE
------------------
FRAME ARMS OF SPRINKLER
MUST BE INSTALLED UPPER TOP CHORD GREATER
IN -LINE WITH PIPE RUN DECK THAN 4" (102 mm) IN DEPTH
CEILING CEILING
FRAMING
FIGURE 7
OBSTRUCTED WOOD TRUSS CONSTRUCTION
CROSS SECTION ELEVATION VIEW
STEEL PIPE
1
54" (1372 mm)
MAXIMUM
36" (915 mm)
MAXIMUM
6" (152 mm)
MINIMUM
UPPER DECK
OR BOTTOM OF
NON-COMUSTIBLE
INSULATION
—W--MODELCC2
SPRINKLER
A
OBSTRUCTION
NOTE:
WEB MEMBERS AND GUSSETS
SHALL NOT BE CONSIDERED
OBSTRUCTIONS PROVIDED THE
MINIMUM 4-1/2 INCH LATERAL
DISTANCE (FIG. 2) REQUIRED
BY THE SPECIFIC APPLICATION
LISTING IS MAINTAINED.
UPPER
DECK
OBSTRUCTION
Aj
C
MODEL CC2
SPRINKLER
LOWER
DECK
4
ELEVATION VIEW
Distance from
Maximum Allowable
Centerline of
Distance of Deflector
Sprinkler to Side
Above Bottom of
of Obstruction
Obstruction
(A)
(B)
<12'
0*
<(304,8 mm)
(0 mm)
12* to <18"
2-1/2'
(304,8 mm to <457,2 mm)
(63,5 mm)
18' to <24"
3-1/2'
(457,2 mm to <609,6 mm)
(88,9 mm)
24' to <30"
5-1/2'
(609,6 mm to <762,0 mm)
(139,7 mm)
30' to <36"
7-1/2"
(762,0 mm to <914,4 mm)
(190,5 mm)
36" to <42 "
9-1/2'
(914,4 mm to <1 066,8 mm)
(241,3 mm)
42' to <46"
12'
0 066,8 mm to <1 219,2 mm)
(304,8 mm)
48" to <54"
14"
(1219,2 mm to <1371,6 mm)
(355,6 mm)
54" to <60 "
16-1/2'
(1371,6 mm to <1 524,0 mm)
(419,1 mm)
Az!3C or 3D
A<24" (609,6 mm)
(Use dimension C or D, whichever is greater)
OBSTRUCTION
MODEL CC2
SPRINKLER
C
�-�
D
�—A—�
PLAN VIEW
FIGURE8
NFPA 13 OBSTRUCTION TO WATER DISTRIBUTION CRITERIA
(REFERENCE)
TFP632
Page 7 of 8
OR
WRENCH RECESS
(USE END 'A"
60 ONLY)
FIGURE 9
W-TYPE 6 SPRINKLER
WRENCH
Installation
The Model CC2 Sprinklers must be
installed in accordance with this
section.
General Instructions
The Model CC2 Sprinklers are to be
installed upright and with their frame
arms (Ref. Figure 1) in -line with the
pipe run (Ref. Figures 2 through 7, as
applicable).
Do not install any bulb type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1/16 inch
(1.6 mm) for the 175* F (79*C) tempera-
ture rating.
A leak -tight 1/2 inch NPT sprinklerjoint
should be obtained with a torque of 7 to
14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels
of torque may distort the sprinkler inlet
with consequent leakage or impairment
of the sprinkler.
The Model CC2 Sprinklers must only
be installed in the upright position with
the deflector parallel to the upper deck.
With pipe thread sealant applied to the
pipe threads, use only the W-Type 6
(End A) Sprinkler Wrench (Ref. Figure
9) for installation of the Model CC2
Sprinklers by applying the wrench to
the sprinkler wrench flats only.
TFP632
Page 8 of 8
Care and
Maintenance
The Model CC2 Sprinklers must be
maintained and serviced in accordance
with this section.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, permission to shut down the
affected fire protection systems must
be obtained from the proper authorities
and all personnel who may be affected
by this action must be notified.
Sprinklers that are found to be leaking
or exhibiting visible signs of corrosion
must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or other-
wise altered after leaving the factory.
Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid
damage to the sprinklers before,
during, and after installation. Sprin-
klers damaged by dropping, striking,
wrench twist/slippage, or the like, must
be replaced. Also, replace any sprin-
kler that has a cracked bulb or that has
lost liquid from its bulb. (Ref. Installa-
tion Section).
The owner is responsible for the
inspection, testing, and maintenance of
their fire protection system and devices
in compliance with this document, as
well as with the applicable standards of
the National Fire Protection Association
(e.g., NFPA 25), in addition to the stan-
dards of any other authorities having
jurisdiction. Contact the installing con-
tractor or sprinkler manufacturer with
any questions.
It is recommended that automatic
sprinkler systems be inspected , tested,
and maintained by a qualified Inspec-
tion Service in accordance with local
requirements and/or national codes.
Limited
Warranty
For warranty terms and conditions, visit
www.tyco-fire.com.
Ordering
Procedure
Contact your local distributor for avail-
ability. When placing an order, indicate
the full product name and Part Number
(P/N).
Sprinkler Assemblies with NPT
Thread Connections
Specify: SIN (specify), K-factor
(specify), Model CC2 Combustible
Concealed Space Sprinkler, Specific
Application, Upright, 175'F (79'C),
P/N (specify):
TY2189, 4.2K .................. 51-311-1-175
TY3189, 5.61K ................. 51-301-1-175
Sprinkler Wrench:
Specify: W-Type 6 Sprinkler Wrench,
P/N 56-000-6-387
GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700
Copyright 0 2016 Tyco Fire Products, LP. All rights reserved.
TEFLON is a trademark of The DuPont Corporation tqpq
BlazeMaster is a trademark of The Lubrizol Corporation Fire Protection Products
tqtection
Products
Series DS-1 Dry -Type Sprinklers
Worldwide www.tyco-fire.com
Contacts I
5-6K Pendent, Upright
and Horizontal Sidewall
Quick Response, Standard Coverage
General
Description
TYCO Series DS-1 Dry -Type Sprinklers,
5.6K Pendent, Upright, and Horizontal
Sidewall, Quick Response (3 mm bulb)
and Standard Coverage are decora-
tive glass bulb automatic sprinklers
designed for commercial use. Dry -type
sprinklers are typically used where:
• pendent sprinklers are required on dry
pipe systems that are exposed to freez-
ing temperatures (e.g., sprinkler drops
from unheated portions of buildings)
• sprinklers and/or a portion of the con-
necting piping are exposed to freezing
temperatures; for example, sprinkler
drops from wet systems into freezers,
sprinkler sprigs from wet systems int
unheated attics, or horizontal piping
extensions through a wall to protect an
unheated areas such as loading docks,
overhangs, and building exteriors
• sprinklers are used on systems that
are seasonally drained to avoid freez-
ing (e.g., vacation areas)
CEM
The Series DS-1 Dry -Type Sprinklers
described herein must be installed
and maintained in compliance with this
document, as wel/ as with the applica-
ble standards of the National Fire
Protection Association (NFFA), in ad-
dition to the standards of any authori-
ties having jurisdiction. Failure to do so
may impair the performance of these
devices.
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and in-
stallation of sprinkler systems and
components. Improper handling and
installation can permanently dam-
age a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
The owner is responsible for maintain-
ing their fire protection system and
devices in proper operating condi-
tion. Contact the installing contrac-
tor or product manufacturer with any
questions.
The Series DS-1 Dry -Type Sprinklers
must only be installed in fittings that
meet the requirements of the Design
Criteria section.
Sprinkler
Identification
Numbers (SINs)
3/4 Inch NPT:
TY3935 — Pendent
TY3735 — Horizontal Sidewall
1 Inch NPT-
TY3235— Pendent
TY3135 — Upright
TY3335 — Horizontal Sidewall
Technical
Data
Approvals
UL and C-LIL Listed
FIVI Approved
NYC Approved under MEA 352-01-E
Previous New York City Approval
and MEA certification numbers ap-
ply to product as shown in this data
sheet. In accordance with Section
BC 3502 of the Construction Code,
current NYC Approvals for use in the
City of New York apply to all products
that contain UL or FM Approvals and
Listings; therefore, not all products
currently Approved for use in the City
of New York will carry an actual MEA
Certification number.
Refer to Tables A and B.
Maximum Working Pressure
175 psi (12,1 bar)
Inlet Thread Connections
3/4 Inch NPT
1 Inch NPT or ISO 7-R 1
Discharge Coefficient
K=5.6 gpm/psil/2
(80,6 Ipm/barl/2)
Temperature Ratings
Refer to Tables A and B.
Finishes
Sprinkler: Natural Brass, Chrome
Plated, or Signal White
Escutcheon: Signal White, Chrome
Plated, or Brass Plated
Page I of 10
SEPTEMBER 2014
T1FP510
*FP510
Page 2 of 10
PLUG WITH
INLET
SEALING
ASSEMBLY
YOKE
PLUG
INLET
SPRING
BAND
WATER
SPRING
TUBE
CASING
GUIDE
INSERT
TUBE
BULB
SEAT
FRAME
3 mm BULB
VENT HOLE
COMPRESSION
DEFLECTOR
SCREW
FIGURE 1
SERIES DS-1, 314 INCH NPT, DRY -TYPE SPRINKLER
ASSEMBLY
PLUG WITH
INLET
SEALING
ASSEMBLY
YOKE
SPRING
INLET
BAND
WATER
TUBE
CASING
GUIDE
INSERT
TUBE
BULB
FRAME
SEAT
3 mm BULB
VENT HOLE
COMPRESSION
DEFLECTOR
SCREW
FIGURE 2
SERIES DS-1, I INCH NPT AND ISO 7-R I DRY- TYPE SPRINKLER
ASSEMBLY
Physical Characteristics
Inlet ..................... Copper
Plug .................... Copper
Yoke .............. Stainless Steel
Casing ..... Galvanized Carbon Steel
Insert .................. Bronze
Bulb Seat ........... Stainless Steel
Bulb ...................... Glass
Compression Screw ........ Bronze
Deflector ................ Bronze
Frame ................... Bronze
Guide Tube ......... Stainless Steel
Water Tube ......... Stainless Steel
Spring ............. Stainless Steel
Plug Spring* ......... Stainless Steel
Sealing Assembly.. Beryllium Nickel
w/TEFLON
Escutcheon .......... Carbon Steel
' For 3/4 inch NPT only
Operation
When the TYCO Series DS-1 Dry -Type
Sprinklers, 5.6K Pendent, Upright, and
Horizontal Sidewall, Quick Response (3
mm bulb) and Standard Coverage are
in service, water is prevented from en-
tering the assembly by the Plug with
Sealing Assembly in the Inlet of the
Sprinkler. See Figures 1 and 2.
The glass bulb contains a fluid that ex-
pands when exposed to heat. When the
rated temperature is reached, the fluid
expands sufficiently to shatter the glass
Bulb, and the Bulb Seat is released.
The compressed Spring is then able
to expand and push the Water Tube as
well as the Guide Tube outward. This
action simultaneously pulls inward on
the Yoke, withdrawing the Plug with
Sealing Assembly from the Inlet and
allowing the sprinkler to activate and
flow water.
TFP510
Page 3 of 10
3/4 Inch NPT
TY3935 Pendent
TY3935 Pendent
TY3735 Horizontal Sidewall
with Top of Deflector -to -Ceiling
with Standard
with Standard Escutcheon
Distance of 4 to 12 inches
Recessed Escutcheon
(Figure 3)
(100 to 300 mm)
(Figure 4)
with Deep Escutcheon
with Standard Escutcheon
(Figure 5)
(Figure 8)
without Escutcheon
with Deep Escutcheon
(Figure 6)
(Figure 9)
without Escutcheon
(Figure 10)
Finish
Temperature
Bulb
Rating
Color Code
Natural
Chrome
White
Natural
I
Chrome
White
Natural
Chrome
I
White
I
Brass
Plated
Polyester
Brass
Plated
Polyester
Brass
Plated
Polyester
135-F (57-C)
Orange
1,2
1,2
1', 2*
155'F(68-C)
Red
175'F(79-C)
Yellow
200-F (93-C)
Green
286-F (141-C)
Blue
Notes:
* Light and Ordinary Hazard occupancies only
1. Listed by Underwriters Laboratories, Inc. (maximum order length of 48 inches)
2. Listed by Underwriters Laboratories for use in Canada (maximum order length of 48 inches)
TABLE A
314 INCH NPT SERIES DS- 1 QUICK RESPONSE, STANDARD COVERAGE DRY -TYPE SPRINKLERS
LABORATORY LISTINGS AND APPROVALS
I Inch NPT (and ISO 7-111)
TY3235 Pendent
TY3235 Pendent
TY3335 Horizontal Sidewall
with Top of Deflector -to -Ceiling
with Standard
with Standard Escutcheon
Distance of 4 to 12 inches
Recessed Escutcheon
(Figure 3)
(100 to 300 mm)
(Figure 4)
with Deep Escutcheon
(Figure 5)
with Standard Escutcheon
(Figure 8)
without Escutcheon
(Figure 6)
with Deep Escutcheon
(Figure 9)
TY3135 Upright
without Escutc eon5
without Escutcheon
(Figure 7)
(Figure 10)
Finish
Temperature
Bulb
Rating
Color Code
Natural
Chrome
White
Natural
Chrome
I
White
Natural
Chrome
I
White
Brass
Plated
Polyester
Brass
Plated
Polyester
Brass
Plated
Polyester
135-F (57-C)
Orange
1,2,3,4
1,2,4
1,2,3,4
1,2,4
1*, 2-13**, 4
1*1 2*1 4
155oF(68-C)
Red
175-F (79-C)
Yellow
200-F (93-C)
Green
286'F (141 *q
Blue
1,2,4
Notes:
Light and Ordinary Hazard occupancies only
Light Hazard occupancies only
1 . Listed by Underwriters Laboratories, Inc. (maximum order length of 48 inches)
2. Listed by Underwriters Laboratories for use in Canada (maximum order length of 48 inches)
3. Approved by Factory Mutual Research Corporation (maximum order length of 48 inches)
4, Approved by the City of New York under MEA 352-01-E
5. The Upright Sprinkler without an Escutcheon (TY3135) is available in 1 inch NPT only
N/A — Not Available
TABLE B
1 INCH NPT (AND ISO 7-R 1) SERIES DS-1 QUICK RESPONSE, STANDARD COVERAGE DRY -TYPE SPRINKLERS
LABORATORY LISTINGS AND APPROVALS
TFP510
Page 4 of 10
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION)
FACE OF
SPRINKLER
FITTING
T'l- - - i
ORDER LENGTHS: m
2-3/4" to 48" 1-3/4" DIA.
(69,9 to 1219,2 mm) (44,5 mm)
IN 1/4" (6,4 mm)
INCREMENTS
I
FACE OF
CEILING
2-3/16" ± 1/8. 3" DIA.
(55,6 ± 3,2 mm) (76,2 mm)
FIGURE 3
PENDENT TY3235 AND TY3935
WITH STANDARD ESCUTCHEON
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION)
FACE OF
SPRINKLER
FITTING
ORDER LENGTHS:
3-3/4" to 48"
(95,3 to 1219,2 mm)
IN 1/4" (6,4 mm) 2-1/4" DIA.
INCRE ENTS (57,2 mm)
FACE OF
CEILING
1-3/8" 1/8" 2-7/8" DIA.
(73,0 mm)
(34,9 ± 3,2 mm)
FIGURE 4
PENDENT TY3235 AND TY3935
WITH STANDARD RECESSED
ESCUTCHEON
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION)
FACE OF
SPRINKLER
FITTING
ORDER LENGTHS:
5" to 48"
(127,0 to 1219,2 mm)
IN 1/4" (6,4 mm)
INCREMENTS
MINIMUM
1-3/4" (44,5 mm)
DEFLECTOR
TO CEILING
FIGURE 6
PENDENT TY3235 AND TY3935
WITHOUT ESCUTCHEON
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION)
FACE OF
SPRINKLER
FITTING
ORDER LENGTHS: —3 1/2" DIA.
1/2" to 46" (88,9 mm)
(12,7 to 1168,4 mm) I
IN 1/4" (6,4 mm) 2-1/2" DIA.
INCREMENTS (63,5 mm)
7
;APE
FACE OF )t
CEILING
4-1/4" ± 1/8"
(108,0 ± 3,2 mm)
FIGURE 5
PENDENT TY3235 AND TY3935
WITH DEEP ESCUTCHEON
TOP OF
DEFLECTOR
ORDER LENGTHS:
5" to 48"
(127,0 to 1219,2 mm)
IN 1/4" (6,4 mm)
INCREMENTS
FACE OF
SPRINKLER
FITTING
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION)
FIGURE 7
UPRIGHT TY3135
WITHOUT ESCUTCHEON
1 INCH NPT ONLY
ORDER LENGTHS:
2-3/4" to 48" (69,9 to 1219,2 mm)
IN 1/4" (6,4 mm I ) INCREMENTS 2-3/8" ± 1/8"
(60,3 ± 3,2 mm)
FACE OF FACE OF
SPRINKLER MOUNTING
FITTING SURFACE
(76,2 mm)
3.5*
1- 1A
SPRINKLER FITTING 3/4'DIA.
1A _ 1�. /
(REFER TO DESIGN (44,5 mm) CENTERLINE 5/16'
CRITERIA SECTION) OF WATERWAY (7,9 mm)
FIGURE 8
TY3335 AND TY3735 HORIZONAL SIDEWALL
WITH STANDARD ESCUTCHEON
TFPS10
Page 5 of 10
Design
Criteria
The TYCO Series DS-1 Dry -Type
Sprinklers, 5.6K Pendent, Upright, and
Horizontal Sidewall, Quick Response (3
mm bulb) and Standard Coverage are
intended for use in fire sprinkler sys-
tems designed in accordance with the
standard installation rules recognized
by the applicable Listing or Approval
agency; for example, UL Listing is
based on NFPA 13 requirements.
Sprinkler Fittings
Install the 3/4 or 1 inch NIPT Series
DS-1 Dry -Type Sprinklers in the 3/4 or
1 inch NPT outlet or run of the follow-
ing fittings:
• malleable or ductile iron threaded tee
fittings that meet the dimensional re-
quirements of ANSI B16.3 (Class 150)
• cast iron threaded tee fittings that
meet the dimensional requirements
of ANSI B16.4 (Class 125)
Do not install the DS-1 Sprinklers into
an elbow fittings. The Inlet of the sprin-
kler can contact the interior of the el-
bow, potentially damaging the Inlet
seal.
The unused outlet of the threaded tee is
plugged as shown in Figure 13.
You can also install the Series DS-1
Dry -Type Sprinklers in the 3/4 or 1 inch
NIPT outlet of a GRINNELL Figure 730
Mechanical Tee. However, the use of
the Figure 730 Tee for this arrangement
is limited to wet pipe systems.
The configuration shown in Figure 12
is only applicable for wet pipe systems
where the sprinkler fitting and water -
filled pipe above the sprinkler fitting are
not subject to freezing and where the
length of the Dry -Type Sprinkler has the
minimum exposure length depicted in
Figure 11. Refer to the Exposure Length
section.
For wet pipe system installations of
the 1 inch NPT Series DS-1 Dry -Type
Sprinklers connected to CPVC piping,
use only the following TYCO CPVC
fittings:
* 1"x 1" NPT Female Adapter (P/N 80145)
* 1 " x 1 " x 1 " N PT Sprinkler Head Adapter
Tee (P/N 80249)
For wet pipe system installations of the
the 3/4 inch NPT Series DS-1 Sprinklers
connected to CPVC piping, use in the
3/4" x 3/4" NIPT Female Adapter (P/N
80142).
TFPS10
Page 6 of 10
FACE OF
SPRINKLER
FITTING
B(POSURE
LENGTH
(SEE DESIGN
DSB-2
CRITERIA
INTENDED
SECTION)
FOR FREEZER
STRUCTURES
FIGURE 11
EXPOSURELENGTH
STRAP TIES
(ENDS ON
-OPPOSING
SIDES OF
BOOT)
DSB-2 BOOT
-ADHESIVE
1-3/4" DIA.
(44,5 rnm)
CLEARANCE
HOLE
INSULATED
-FREEZER
STRUCTURE
DS-1
SHOWN WITH
STANDARD
ESCUTCHEON
FIGURE 14
MODEL DSB-2 SPRINKLER
BOOT WITH PENDENT SERIES
DS- I DRY SPRINKLER
TO WET SIDE
SYSTEM OUTLET
P PLUGGED
DSB-2 SPRINKLER
I
INTENDED' FITTING
(SEEE DESIGN
FOR FREEZER C�
CRITERIA
SE
STRUCTURES SECTION)
�c_ _X__ T::�3
FIGURE 12
SPRINKLER FITTING
HEATED AREA
1-3/4" DIA.
(44,5 mm)
CLEARANCE INSULATED
HOLE FREEZER
ADHESIVE STRUCTURE
DSB-2
BOOT
STRAP TIES
(ENDS ON DS-1
OPPOSING SHOWN WITH
SIDES OF STANDARD
BOOT) ESCUTCHEON
FIGURE 15
MODEL DSB-2 SPRINKLER
BOOT WITH SIDEWALL SERIES
DS-1 DRY SPRINKLER
RUN
OUTLET
FP
LUGGED
PRINKLER
FITTING
TO DRY (SEE DESIGN
SYSTEM CRITERIA
SECTION)
DSB-2
INTENDED
FOR FREEZER
STRUCTURES
J77
FIGURE 13
SPRINKLER FITTING
UNHEATED AREA
WRENCH
RECESS
WRENCH
FLAT
'00 PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 16
W-TYPE 7
SPRINKLER WRENCH
Temperatures for Heated Areal
Ambient Temperature
40-F
I
I 60-F
Exposedto
(4-C)
(50-F)
101C
(16-C)
Minimum Exposed Barrel Length2,
Discharge End of Sprinkler
Inches
(mm)
40'F
0
0
0
(4oC)
30'F
0
0
0
01c)
20oF
4
0
0
(-7-C)
(100)
10'F
8
1
0
(-12-C)
(200)
(25)
O'F
12
3
0
(-18-C)
(305)
(75)
-10*F
14
4
1
(-23-C)
(355)
(100)
(25)
-20'F
14
6
3
(-29-C)
(355)
(150)
(75) 1
-30'F
16
8
4
(-34-C)
(405)
(200)
(100)
-40'F
18
8
4
(-40-C)
(455)
(200)
(100)
-50*F
20
10
6
(-46-C)
(510)
(255)
(150) 1
-60'F
20
10
6
(-51-C)
(510)
(255)
(150)
Notes'
1. For protected area temperatures that occur between values listed above, use the next
cooler temperature.
2. These lengths are Inclusive of wind velocities up to 30 mph (13,6 kph).
TABLE C
EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS
MINIMUM RECOMMENDED LENGTHS
For dry pipe system installations, use
only the side outlet of maximum 2-1/2-
inch reducing tee when locating the
Series DS-1 Sprinklers directly below
the branch line. Otherwise, use the con-
figuration shown in Figure 13 to assure
complete water drainage from above
the Series DS-1 Dry -Type Sprinklers
and the branch line. Failure to do so
may result in pipe freezing and water
damage.
F1707M
Do not install the Series DS-1 Dry -Type
Sprinkler into any other type fitting
without first consulting the Technical
Services Department. Failure to use the
appropriate fitting may result in one of
the following.
• failure of the sprinkler to operate prop-
erly due to formation of ice over the
inlet Plug or binding of the Inlet Plug
• insufficient engagement of the Inlet
pipe threads with consequent leakage
Drainage
In accordance with the minimum
requirements of the National Fire
Protection Association for dry pipe
sprinkler systems, branch, cross, and
feed -main piping connected to Dry
Sprinklers and subject to freezing tem-
peratures must be pitched for proper
drainage.
Exposure Length
When using Dry Sprinklers in wet pipe
sprinkler systems to protect areas sub-
ject to freezing temperatures, use Table
C to determine a sprinkler's appropriate
exposed barrel length to prevent water
from freezing in the connecting pipes
due to conduction. The exposed bar-
rel length measurement must be taken
from the face of the sprinkler fitting to
the surface of the structure or insula-
tion that is exposed to the heated area.
Refer to Figure 11 for an example.
TFP510
Page 7 of 10
Clearance Space
In accordance with Section 8.4.9.2 of
the 2010 edition of NFPA 13, when con-
necting an area subject to freezing and
an area containing a wet pipe sprinkler
system, the clearance space around the
sprinkler barrel of Dry -Type Sprinklers
must be sealed. Due to temperature dif-
ferences between two areas, the poten-
tial for the formation of condensation in
the sprinkler and subsequent ice build-
up is increased. If this condensation is
not controlled, ice build-up can occur
that might damage the dry -type sprin-
kler and/or prevent proper operation in
a fire situation.
Use of the Model DSB-2 Dry Sprinkler
Boot, described in Technical Data
Sheet TFP591 and shown in Figures 14
and 15, can provide the recommended
seal.
Installation
The TYCO Series DS-1 Dry -Type
Sprinklers, 5.6K Pendent, Upright, and
Horizontal Sidewall, Quick Response
(3 mm bulb) and Standard Coverage
must be installed in accordance with
this section.
General Instructions
The Series DS-1 Dry -Type Sprinklers
must only be installed in fittings that
meet the requirements of the Design
Criteria section. Refer to the Design
Criteria section for other important re-
quirements regarding piping design and
sealing of the clearance space around
the Sprinkler Casing.
Do not install any bulb -type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1/16 inch
(1,6 mm) for the 1350F (570C) rating to
1/8 inch (3,2 mm) for the 286oF (141oC)
rating.
• A leak -tight 3/4 inch NPT sprinkler
joint should be obtained by applying
a minimum -to -maximum torque of 10
to 20 ft.-Ibs. (13,4 to 26,8 Nm).
• A leak -tight 1 inch NPT sprinklerjoint
should be obtained by applying a
minimum -to -maximum torque of 20
to 30 ft.-Ibs. (26,8 to 40,2 Nm).
Higher levels of torque can distort the
sprinkler Inlet with consequent leakage
or impairment of the sprinkler.
Do not attempt to compensate for
insufficient adjustment in an
Escutcheon Plate by under or over -
tightening the sprinkler. Re -adjust the
position of the sprinkler fitting to suit.
TFP51 0
Page 8 of 10
Step 1. Install pendent sprinklers only
in the pendent position, and install up-
right sprinklers only in the upright posi-
tion. The deflector of a pendent or up-
right sprinkler must be parallel to the
ceiling.
Install horizontal sidewall sprinklers in
the horizontal position with their cen-
terline of waterway perpendicular to
the back wall and parallel to the ceil-
ing. Ensure the word "TOP" on the De-
flector faces the ceiling.
Step 2. With a non -hardening pipe -
thread sealant such as TEFLON tape
applied to the Inlet threads, hand -tight-
en the sprinkler into the sprinkler fitting.
Step 3. Wrench -tighten the sprinkler
using either:
• a pipe wrench on the Inlet Band or the
Casing (Ref. Figures 1 and 2)
• the W-Type 7 Sprinkler Wrench on the
Wrench Flat (Ref. Figure 16)
Apply the Wrench Recess of the
W-Type 7 Sprinkler Wrench to the
Wrench Flat.
Note: If sprinkler removal becomes
necessary, remove the sprinkler us-
ing the same wrenching method not-
ed above. Sprinkler removal is easi . er
when a non -hardening sealant was
used and torque guidelines were fol-
lowed. After removal, inspect the sprin-
kler for damage.
Step 4. After installing the ceiling or
wall and applying a ceiling finish, slide
on the outer piece of the escutcheon
until it comes in contact with the ceil-
ing or wall. Do not lift the ceiling panel
out of its normal position.
When using the Deep Escutcheon,
hold the outer piece in contact with
the mounting surface (ceiling or wall).
Then rotate the inner piece approxi-
mately 1/4 turn with respect to the out-
er piece, to hold the Deep Escutcheon
firmly together.
Care and
Maintenance
The TYCO, Series DS-1 Dry -Type
Sprinklers, 5.6K Pendent, Upright, and
Horizontal Sidewall, Quick Response (3
mm bulb) and Standard Coverage must
be maintained and serviced in accor-
dance with this section.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, obtain permission to shut
down the affected fire protection sys-
tems from the proper authorities and
notify all personnel who may be affect-
ed by this action.
Absence of the outer piece of an es-
cutcheon, which is used to cover a
clearance hole, can delay the time to
sprinkler operation in a fire situation.
A Vent Hole is provided in the Bulb
Seat (Ref. Figures 1 and 2) to indicate
if the Dry -Type Sprinkler is remaining
dry. Evidence of leakage from the Vent
Hole indicates potential leakage past
the Inlet seal and the need to remove
the sprinkler to determine the cause of
leakage (e.g., an improper installation
or an ice plug). Close the fire protec-
tion system control valve and drain the
system before removing the sprinkler.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or other-
wise altered after leaving the factory.
Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers before, during, and
after installation. Sprinklers damaged
by dropping, striking, wrench twist/
slippage, or the like, must be replaced '
Also, replace any sprinkler that has a
cracked bulb or that has lost liquid from
its bulb. (Ref. Installation Section.)
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and devices
in compliance with this document, as
well as with the applicable standards of
the National Fire Protection Association
(e.g., NFPA 25), in addition to the stan-
dards of any other authorities having
jurisdiction. Contact the installing con-
tractor or product manufacturer with
any questions.
Automatic sprinkler systems are recom-
mended to be inspected, tested, and
maintained by a qualified Inspection
Service in accordance with local re-
quirements and/or national codes.
IF im" d
A6 ite
Warranty
For warranty terms and conditions,
visit www.tyco-fire.com.
Ordering
Procedure
Contact your local distributor for avail-
ability. When placing an order, indicate
the full product name and Part Number
(P/N).
DS-1 Dry -Type Sprinklers
When ordering TYCO Series DS-1
Dry -Type Sprinklers, 5.6K Pendent,
Upright, and Horizontal Sidewall, Quick
Response (3 mm bulb) and Standard
Coverage, specify the following
information:
* SIN:
Pendent — TY3935 or TY3235
Sidewall — TY3735 or TY3335
Upright — TY3135
* 5.6 K-factor
• Deflector Style:
Upright, Pendent, or Horizontal Sidewall
• Quick Response, Standard Coverage,
Dry -Type Sprinkler
• Order Length:
Dry -Type Sprinklers are furnished based
upon Order Length as measured per
Figures 3 through 10. After taking the
measurement, round it to the nearest
1/4 inch increment.
• Inlet Connections:
3/4 Inch NPT, 1 Inch NPT, or ISO 7-13 1
• Temperature Rating
• Sprinkler Finish
• Escutcheon Style and Finish, as
applicable
• Part Number (P/N) from Table D
The Upright Sprinkler without an
Escutcheon (TY3135) is available in
1 Inch NPT only.
Part Numbers are for 3/4 inch and
1 inch NPT standard order sprin-
klers. Orders for all other sprinkler
assemblies must be accompanied
by a complete description. Refer to
the Price List for a complete listing of
Part Numbers.
Sprinkler Wrench
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001
Sprinkler Boot
Specify: Model DSB-2 Dry Sprinkler
Boot, P/N 63-000-0-002
This Part Number includes one (1)
Boot, two (2) Strap Ties, and 1/3 oz. of
Adhesive (a sufficient quantity for in-
stalling one boot).
TFP510
Page 9 of 10
P/N* 60 - XXX
� I
- X -
I
XXX
FSIN
SPRINKLER
ESCUTCHEON
FINISH
FINISHI
01
Pendent with Standard
TY3935
Escutcheon (3/4" NPT)
(Figure 3)
0 CHROME PLATED
SIGNALWHITE
—
(RAL9003)
02
Pendent with Deep
TY3935
SIGNALWHITE
Escutcheon (3/4" NPT)
(Figure 5)
1 NATURAL BRASS
(RAL9003)
03
Pendent with Standard Recessed
TY3935
2 NATURAL BRASS
BRASS PLATED
Escutcheon (3/4' NPT)
(Figure 4)
4 SIGNAL HITE
SIGNALWHITE
04
Pendent without
TY3935
(RAL9003)
(RAL9003)
Escutcheon (3/4" NPT)
(Figure 6)
9 CHROME PLATED
CHROME PLATED
05
Sidewall with Standard
TY3735
Escutcheon (3/4" NPT)
(Figure 8)
06
Sidewall with Deep
TY3735
TEMPERATURE
SAMPLE
Escutcheon (3/4" NPT)
(Figure 9)
RATINGS
ORDER
LENGTHS2
07
Sidewall without
TY3735
0 135-F (57-C)
I
Escutcheon (3/4" NPT)
(Figure 10)
055 5.50"
I 155-F (13WC)
—
082 8.25"
36
Pendent with Standard
TY3235
2 175-F (79-C)
Escutcheon (1" NPT)
(Figure 3)
180 18.00"
3 200'F(93-C)
Pendent with Deep
TY3235
187 18.75"
33
Escutcheon (1 " N PT)
(Figure 5)
4 286- F (141 - C)
372 37.25"
37
Pendent with Standard Recessed
TY3235
F
Escutcheon (1 " N PT)
(Figure 4
480 48.00"
32
Pendent without
TY3235
Escutcheon (1 " N PT)
(Figure 6)
Notes:
Use Prefix "I" for ISO 7-81 Connection (e.g., 1-60-01 G-4-065),
;.
Sidewall with Standard
TY3335
Escutcheon Finish applies to sprinklers provided with escutcheons.
34
Escutcheon (V N PT)
(Figure 8)
2. Dry -Type Sprinklers are furnished based upon "Order Length" as measured
per Figures 3 through 10, as applicable, and for each individual sprinkler
where it is to be installed. After the measurement is taken, round it to the
43
Sidewall with Deep
TY3335
nearest 1/4 inch increment.
Escutcheon (11 " N PT)
(Figure 9)
44
Sidewall without
TY3335
Escutcheon (1 " N PT)
(Figure 10)
38
Upright without
TY3135
Escutcheon (1 " N PT)
(Figure 7)
TABLE D
SERIES DS-1 DRY -TYPE SPRINKLERS
PART NUMBER SELECTION
�FP510
Page 10 of 10
GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700
Copyright @ 2014 Tyco Fire Products, LP. All rights reserved. VIC0
TEFLON is trademark of the DuPont Corporation. Fire Protection Products
Descripfion
Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare
sprinkler head storage as required by NFPA guidelines. The Spare Sprinkler Head Cabinets a
available in six configurations. Three head, six head, six head ESFR, twelve head, twenty-fou
head and thirty-six head. All six styles are manufactured with "knockouts" to accommodate
the most common size sprinklers. The shelf is located to allow for the storage of a typical
sprinkler head wrench. Each cabinet is finished with a red enamel finish. Each spare head
cabinet comes with a hinged door which remains closed to protect the spare sprinklers
from the elements and features two holes on the back panel to allow for attachment to most
surfaces utilizing the appropriate fasteners. Not intended for exposed or harsh environments.
Installation
Select the correct Spare Sprinkler Head Cabinet in accordance with the
Automatic Sprinkler Systems Handbook. As per the 1989 Edition the correct
number of spare sprinkler is as follows:
0-300 sprinklers, not less than 6; 300-1000, not less than 12; 1000 or more,
not less than 24. Stock of spare sprinklers shall include all types and ratings
installed.*
Once the correct Spare Sprinkler Head Cabinet has been selected, installation
is accomplished by inserting the correct fastener in each of the two holes inside
the cabinet, securing the cabinet securely to the wall. The insert the correct
number and type of sprinklers in accordance with the "handbook".
Tinal determination is subject to approval by the AHJ.
3198 LIONSHEAD AVE
CARLSBAD, CA 92010
TEL + 1760 599-1168
+ 1800 344-1822
FAX + 1800 344-3775
0 2012 Fire Protection Products, Inc.
F P P
Specifications
Material:
Painted Plain Steel
Finish:
Red enamel
Styles:
3 Spare sprinklers, 1/2 or 3/4
6 Spare sprinklers, 1/2 or 3/4
6 Spare, ESFR, 1/2, 3/4 or 1 "
12 Spare sprinklers 1/2 or 3/4
24 Spare sprinklers
36 Spare sprinklers
FM Approved and UL Listed Sprinkler Pipe
Bull Moose Tube Company is a recognized producer
of quality pipe products. Our Schedule 10 and
Schedule 40 are FM Approved and UL Listed (for U.S.
and Canada), even though these products do not
require separate approvals and listings. Bull Moose
Tube made the decision to have them approved and
listed for your peace of mind. Our Sch. 10 and Sch. 40
have been through the same rigorous testing as our
other fine pipe products.
Schedule 10 Pipe
Bull Moose Tube's Sch. 10 and Sch. 40 pipes are
made to ASTIVI A135 and ASTM A795. These
products are typically supplied with our protective
coating but can be supplied without the coating so
they can be hot -dip galvanized to meet FM
requirements for use in dry systems in accordance
with the zinc coating specifications of ASTM A795 or
ASTM A53. All Schedule 10 and Schedule 40 pipe
has a pressure rating of 300 PSI.
1.315
1.097
1.41 lbs/ft
91
1 1/4
1.660
1.442
1.81 lbs/ft
61
1 1/2
1.900
1.682
2.09 lbs/ft
61
2
2.375
2.157
2.64 lbs/ft
37
2 1/2
2.875
2.635
3.53 lbs/ft
30
3
3.500
3.260
4.34 lbs/ft
19
4
4.500
4.260
5.62 lbs/ft
19
Schedule 40 Pipe
1.315
1.049
1.68 lbs/ft
70
1 1/4
1.660
1.380
2.27 lbs/ft
51
1 1/2
1.900
1.610
2.72 lbs/ft
44
2
2.375
2.067
3.66 lbs/ft
30
21/2
2.875
2.468
5.80 lbs/ft
30
3
3.500
3.068
7.58 lbs/ft
19
4
4.500
4.026
10.80 lbs/ft
19
PIPE PREPARATION
For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be
free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior
to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's
instructions for the specific fitting used.
Q!1_6
0 EP_X_L rVIC110SE TLRM CCxVH*AZ"
A=8 0 company
1819 Clarkson Road
Chesterfield, MO 63017
(800) 325-4467
FAX: (636) 537-2645
www.builmoosettibe.com
e-mail: sales@bullmoo�etube.coni
For additional information,
A
contact your salesperson
C@ us
today at (800) 325-4467 or
LISTE0
(636) 537-2600 in the USA,
or from Canada
call (800) 882-4666
APPROVED
All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation.
12/09
N.1 I.- th'.
Product Features
No pre -drilling required -
Quick to install using the Sammy
Nut Driver with an 18V cordless
drill/driver.
Saves time from traditional
methods,
Reduces installation cost.
Made in the U,S.A.
1/4"
8002957
GST 100
1/4 x 11"
210 (7116- OSB)
25
125
670 (314* Ply)
114"
8003957
GST 200
1/4 x 2*
1760 (Fir)
25
125
1/4"
8004957
GST300
1/4 x 3*
2060 (Fir)
25
125
3/8"
8006957
GST.75
114 x 14*
564 (3/4" Ply)
25
125
JF.L
3/8"
8007957
GST 10
1/4 x 1'
210 (7116- OSB)
300
25
125
670 (3/4' Ply)
3/8"
8008957
GST 20
114 x 2'
1760 (Fir)
850
1475 25
125
3/8"
8068925
GST 20-SS
1/4 x 2'
1760 (Fir)
W
25
125
3/8"
8009925
GST 25-380
3/8 x 2-112*
2113 (Fir)
1500
25
125
3/8'
8010957
GST 30
114 x 3"
2060 (Fir)
1500
1475 25
125
#14 Black
318"
8069925
GST 30-SS
114 x 3'
2060 (Fir)
25
125
Nut Driver
Part # 8113910
3/8"
8011925
GST 40
114 x 4"
2180 (Fio
25
125
3/8"
8012925
GST 60
1/4 x 6"
2230 (Fir)
25
125 J
112"
8013925
GST 2
114 x 2'
1760 (Fir)
25
125
1/2"
8014925
GST 2.5-380
3/8 x 2-1/2'
2113 (Fir)
25
125
112"
8015925
GST 3
1/4 x 3*
2275 (Fir)
25
125
1/2"
8016925
GST 4
1/4 x 4'
2180 (Fir)
25
125
112"
8017925
GST 6
1/4 x 6"
2230 (Fir)
25
125
414 SW Red
Nut Driver
Part # 8114910
Product Features
Eliminates distortion of threaded rod. Saves time from traditional methods.
Accommodates up to 3 %' x 12 pitch roof. Reduces installation cost.
Allows 17' deflection from vertical. Made in the U.S.A.
Approvals Rod pan Model Screw Ultimate UL Test FM Test Min Box Case
size Number Descriptions Pullout (Ibs) Load (Ibs) Load (lbs) Thickness Oty Oty
"44 3/8' 8139957 SH-GST 20 1/4 x 2' 1257 (Fir) I D50 1475 25 125 125
3/8' 8141957 SH-GST 30 1/4 x 3' 1720 (Fir) 1500 1475 25 125
#14 Black
Nut Driver
SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into Part # 81139 10
contact with the material you are Installing into, continue drilling unfit nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations.
Ono,,
For the most up to date information, visit wVAV.sammysuperscrew.com <r'!1 lu�s
0
'A .-- "I � . . . . . . . . . ........
ads=
Not less !]�an 2' ncmnal Wilth
Product Features
(1-112� up to 3-1/2* ppe. mt less than
3(2-1/2') nmmal width 4' & 5' pipe
No pre -drilling required.
Floor Joist
Quick to install using the Sammy
Minimum 2-1/2'hm bottom for
branch lines. Minimum 3' from
Nut Driver with an 18V cordless
bottom for main Pries. Exception: This
drill1driver.
requirement shall not apply to Tor
(hicke, nailing strips resting on top of
steel beams.
Saves time from traditional
methods.
c '3V
Reduces installation cost.
-4-MV -
Made in the U.S.A.
cimip;biiitl�fll,635 �W
Consuit"Umarviactuneirso; -2�
recommentied insta"on P"
SWG 11-W
114*
8018957
SWG 100
1/4 x 1"
622 (Fir)
25
125
1/4"
8019957
SWG 200
114 x 2"
1725 (Fir)
25
125
318'
8020957
SWG 10
114 x 1"
622 jFir)
300
25
125
3/8"
8021957
SWG 20
1/4 x 2"
1725 (Fir)
1050
25
125
318"
8073925
SWG 20-SS
114 x 2'
1725 (Fir)
850
25
125
#14 SW Red
3/8"
8022925
SWG 25-380
3/8 x 2-1/2"
2249 (Fir)
1500
25
125
Nut Driver
3/8"
8023925
SWG 30
1/4 x 3'
1884 (Fir)
25
125
Part # 8114910
1. Insert the appropriate nut driver into a 318" or 112"portable drill
2. Insert the SAMMYS into the #14 fbIack) nut driver (pin 81139101. Drill
should be in a vertical position.
3. Push the face of the nut driver tight to the member. When the
nut driver spins freely on the SAMMYS, stop drill and remove.
4, The SAMMYS is now ready to receive 114 ", 318", 112'ar metric
all thread rod, bolt stock. (The 112" requires the # 14SW red nut driver)
Note: When installing DSTR, follow the above instructions,
then add retainer nut and torque to 20 foot tbs. for maximum
pullout in puffin steel.
iRfff,
1. Insert the appropriate nut offiver into a 318"or 112"portable drill.
2. Insert the SAMMYS into the #14SW (red) nut driver (joln 8114910). With drill
unit in a horizontal position and at a tight angle to the structural member,
begin installation.
3, When the nut driver spins free on the SAMMYS, stop the drill and
remove.
4. The unit is now ready to receive 114", 318"or metric all thread rod or
bolt stock.
Note: When installing SWDR, follow the above instructions, then add retainer nut
and torque to 20 foot Ills. for maximum pullout in purtin steel,
SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into
contact with the material you are installing into, continue drilling Lmfil nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations.
Fig. 200 - "Trimline"
Fig. 20OR (import) -
Adjustable Band Hanger
"Trimline" Adjustable Band
w/Retainer Ring
Size Range — 112" thru 8" pipe
Material — Carbon Steel, Mil. Galvanized to G90
specifications
Function — For fire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features —
• (1/2" thru 2") Flared edges ease installation for
all pipe types and protect CPVC plastic pipe
from abrasion. Captured design keeps adjusting
nut from separating with hanger. Hanger is eas-
ily installed around pipe.
• (21/2" thru 8") Spring tension on nut holds it
securely in hanger before installation. Adjusting
nut is easily removed.
Approvals — Underwriters' Laboratories listed
(1/2" thru 8") in the USA (UL) and Canada (cUL)
for steel and CPVC plastic pipe and Factory Mutual
Engineering Approved (3/4" thru 8"). Conforms to
Federal Specifications WW-H-1 71 E, Type 10 and
Manufacturers Standardization Society SP-69, Type
10.
Maximum Temperature — 650OF
Finish — Mil. Galvanized. Stainless Steel materials will
be supplied with (2) hex nuts in place of a knurl nub.
Order By — Figure number and pipe size
Note — Figure 20OR (import) with retainer ring and
non -captured knurl nut.
Hanger
Dimensions * Weights
Pipe
Rod Size
Max. Rec.
Approx.
Size
Inch
Metric
A
B
Load Lbs.
Wt./l 00
1/2
3/8
8mm or 1 Omm
31/8
25/8
400
11
3/4
3/8
8mm or 1 Omm
31/8
21/2
400
11
1
3/8
8mm or 10mm
33/8
25/8
400
12
11/4
3/8
8mm or 10mm
33/4
27/8
400
13
11/2
3/8
8mm or 10mm
37/8
27/8
400
14
2
3/8
8mm or 10mm
41/2
3
400
15
21/2
3/8
10MM
55/8
41/8
600
27
3
3/8
lomm
57/8
4
600
29
31/2
3/8
10MM
7-%
51/4
600
34
4
3/8
lomm
7 *
5
1000
35
5
1/2
12mm
91/8
61/4
1250
66
6
1/2
12mm
101/8
6Y4
1250
73
8
1/2
12mm
131/8
83/4
1250
136
C@US USTID
2"
OFFICE/MANUFACTURING FACIUTY - 1375 SAMPSON AVE. - CORONA, CA 92879 - PH: 951337.5599 - FAX: 951.737-0330
CUSTOMER SERVICE - 800.786.5266
www.folco.com
E
Fig. 909 - No -Thread Swivel Sway Brace Affachment
Size Range: 1" (25mm) bracing pipe. For brace pipe sizes larger than
1 " (25mm), use Fig. 980. Available with holes for 3/V'-1 6 thru 3/4"-10 fastener
attachment.
Material: Steel, hardened cone point set bolt
Function: The structural component of a sway and seismic bracing system.
Features: This product's design incorporates a concentric attachment
opening which is critical to the performance of structural seismic connections.
NFPA 13 indicates clearly that fastener table load values are based only on
concentric loading. No threading of the bracing pipe is required. Open design
allows for easy inspection of pipe engagement.
Application Note: Fig. 909 is used in conjunction with the Fig. 1000,
Fig. 1001, Fig. 4A or Fig. 4L or other approved TOLCO attachment to pipe,
and joined together with bracing pipe. Sway brace assemblies are intended to
be installed in accordance with NFPA 13. The required type, number and size
of fasteners used for the structure attachment fitting shall be in accordance
with NFPA 13.
Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada Set Bolt
(cUL). Included
Installation Instructions: Fig. 909 is the structural or transitional attachment
component of a longitudinal or lateral sway brace assembly. It is intended to
be combined with the "bracing pipe" and Cooper B-Line/TOLCO "braced
pipe" attachment, Fig. 1000, 1001, 4A, or other approved TOLCO attachment
to pipe to form a complete bracing assembly. NFPA 13 guidelines should be
followed.
To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set bolt
until the head bottoms out on surface. Attachment can pivot for adjustment
to proper brace angle.
Finish: Plain. Contact Cooper B-Line for alternative finishes and materials.
Order By: Figure number, fastener attachment size and finish.
Other hole sizes are available, consult factory.
* Standard size.
(DTOLCO'
C@ us
USTED
A
'>
B
Mounting Hardware
Is Not Included
Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line
bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be
the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in
addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic
bracing components that are combined with products not provided by Cooper B-Line.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
pp,
COOPER B-Line
Fig. 1001 - Sway Brace Attachment
Size Range — Pipe size to be braced: 21h" thru 8" IPS.* Pipe size
used for bracing: 1 " and 11/4" Schedule 40 IPS.
Material — Carbon Steel
Function — For bracing pipe against sway and seismic distur-
bance. The pipe attachment component of a sway brace system:
The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting
and joined together with bracing pipe per NFPA 13, forming a com-
plete sway brace assembly.
Features — Can be used to brace schedules 7 through 40 IPS.
Field adjustable, making critical pre -engineering of bracing pipe
length unnecessary. Unique design requires no threading of brac-
ing pipe. Can be used as a component of a four-way riser brace.
Comes assembled and ready for installation. Fig. 1001 has built-in
visual verification of correct installation. See installation note below.
Installation Note — Position Fig. 1001 over the pipe to be braced
and tighten two hex head cone point set bolts until heads bottom
out. A minimum of 1 " pipe extension is recommended. Brace pipe
can be installed on top or bottom of pipe to be braced.
Approvals — Underwriters Laboratories Listed in the USA (UL)
and Canada (cUL). Approved by Factory Mutual Engineering (FM).
Included in our Seismic Restraints Catalog approved by the State
of California Office of Statewide Health Planning and Development
(OSHPD). For additional load, spacing and glacement information
relating to 0SHPQ pro4ects, please refer to the TOLCO Seismic
Restraint Systems Guidelines.
Finish — Plain
Note — Available in Electro-Galvanized and HDG finish.
Order By — Indicate pipe size to be braced followed by pipe size
used for bracing, figure number and finish.
Important Note — The Fig. 1001 is precision manufactured to
perform its function as a critical component of a complete brac-
ing assembly. To ensure performance, the UL Listing requires
that the Fig. 1001 must be used only with other TOLCO bracing
products. The Fig 1001 is not intended for use with the Fig. 907
4-Way Longitudinal Brace Attachment.
Component of State of
California 0SHF`D Approved
Seismic Restraints System
C & US LISTED
Maximum Design Load
Sch. 7 - 1600 lbs.
Sch. 10 & 40 w/1 " Brace Pipe - 2015 lbs.
Sch. 10 & 40 w/1 1/4" Brace Pipe - 2765 lbs.
FM Approved Design Loads*
21/2" - 2400 lbs.
3" - 4" - 2500 lbs.
5" - 8" - 1500 lbs.
OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONk CA 92879 - PH: 951.737,5599 - FAX: 951.737.0330
CUSTOMER SERVICE - 800 ' 786.5266
www.tuica.com
FiveLockO Fittings
FireLockO 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 IPS-sized couplings that
have been Listed or Approved for Fire Protection Services. Use of other couplings or
flange adapters may result in bolt pad interference.
Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock
Style 005 couplings.
<a> R 10.0
See Victaulic publication 10.01 for details
MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTIVI A-536, grade 65-45-12.
JOB/OWNER
System No.
Location
Fitting Coating:
Orange enamel.
Red Enamel in EMEA-1.
Optional: Hot dipped galvanized.
CONTRACTOR
Submitted By
4
-M
ENGINEER
Spec Sect_ Para
Date Approved
Date
www.victaulic.com
VICTALILIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. C) 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
REV_1
ict*%Ljhc�
10,031
R PIPE f ll� F
FireLoc.kO Fittings
DIMENSIONS
�CtoEj
c
T-
c
to E
i- i
NO.001 NO.003
10.03
1, E
7
E
T
It
NO.002
NO.006
1/�
1660
08
0 * 3
32
42.4
21
0.1
I lh
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 '/�
2.875
3.00
31
2 25
2.2
300
3.6
0.88
10
65
73.0
76
1 . 4
57
1.0
76
1.6
22
0.5
761 mm
3000
3.00
330
2 25
2.4
-
-
-
76.1
76
1.5
57
1.1
-
3
3.SOO
3.38
40
250
3.1
3.38
5.3
0.88
1.2
80
88.9
86
1.8
64
1.4
86
2A
22
0.5
4.250
4.00
51
3.00
S.]
4.00
Z5
108mm
1080
102
2.6
76
2.3
102
3.4
-
-
4
4 * SOO
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
zi
25
1.9
6.250
5.50
12.6
3.50
9.2
5.50
Q9
159mm
158.8
140
5.7
89
4.2
140
8.0
-
-
6
6625
5.50
18.3
3.50
111
5.50
22.7
100
59
150
168.3
140
8.3
89
5.3
140
10.3
2S
2.7
8
8.625
6.81
25.5
4.25
20A
6.94
38.7
173
12.7
200
219.1
173
U6
108
9.3
176
17.6
29
5.8
........ . .. - -
www.victaulic.com
VICTAULIC ISA REGISTERED TRADEMARK OFVICTAUUC COMPANY. 0201OVICTAULIC COMPANY. ALL RIGHTS RESERVED. X. A-C-ta-ulid
10.03 2 RFV I
IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03
FireLockO Fittings
FLOW DATA
Frictional Resistance
Size
Eq�i�Ment Feellmetm
of Straight Pipe t
i).
-4b MUD
1 A
1.660
1.5
0.8
3.7
1.5
32
42.4
0.5
0.2
1.1
0.5
191
1.900
2.2
1. 1
5.5
2.2
40
48.3
0.7
0.3
1.7
0.7
2
2.375
3.5
1.8
8.5
3.5
50
60 . 3
1.1
0.5
2.6
1.1
2 Y2
2,875
4.3
2.2
10.8
4.3
65
73.0
1.3
0.7
3.3
1.3
76.1 mm
3.000
4.5
2.3
11.0
4.S
76.1
IA
0.7
3.4
1.4
3
3.500
5.0
2'6
13.0
S.0
80
88.9
1.5
0.8
4.0
1.5
108mm
4.2SO
6A
3.2
153
6.4
108.0
2-0
0.9
4.7
2.0
4
4.SOO
6.8
3A
16.0
6.8
100
114.3
2.1
1.0
4.9
2.1
5
5.563
8.5
4.2
21.0
8.5
125
141.3
2.6
1.3
6A
2.6
159mm
6.250
9.4
4.9
25.0
9.6
158.8
2.9
1.5
76
2.9
6
6.625
10.0
5-0
25.0
10.0
150
168.3
3.0
I.s
76
3.0
8
8.625
13.0
5.0
33.0
110
1 200
219.1
4.0
1.5
10.1
4.0
t The flow data listed
is based
upon the pressure drop of Schedule 40 pipe.
www.victaulic.com ictauhilar
VICTAULIC IS A REGISTERED TRADEMARK OF VICTALILIC COMPANY. C 2010 VICTALILIC COMPANY. ALL RIGHTS RESERVED.
REV-1 10.033
GENERAL NOTES NOTE: When assembling Firel-ock EZ couplings onto end caps, take additional care to make certain
the end cap is fully seated against the gasket end stop. For Firel-ock EZ Style 009/009WO09H
couplings, use Firel-ock No. 006 end caps containing the "EZ" marking on the inside face or No. 60
end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall
not be used with Style 009/009V/009H couplings.
WARRANTY Refer to the Warranty section of the current Price L�st or contact Victaulic for details.
NOTE 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.
For complete contact information, visit www.victaulic.com
10.03 1539 REV I UPDATED 212010 x., Ar--ta -LiI i ce
VICTAULIC IS A REGISTERED TRADEMARK OF VICTALILIC COMPANY. (0 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
10.03
Firel-ock EZO Rigid Coupling
STYLE 009H
The FireLock EZ Style 009H coupling is a rigid, installation -ready coupling for fire protection pipe
joining. The coupling's unique design eliminates loose parts, insures consistent installation and
provides substantial gains in productivity.
IMPORTANT
FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems.
LISTINGSIAPPROVALS
JOB/OWNER
System No.
Location
PATENTED
The information provided below is based on the latest listing and approval data at the time of publication.
Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for
performance on other pipe and the latest listings and approvals.
Standard Pipe
IV4 175 365 365 365 365
32 1206 2517 2517 2517 2517
1 1h 175 365 365 365 365
40 1206 2517 2517 2517 2517
2 175 365 365 365 365
50 1206 2517 2517 2517 2517
2'h N/A 365 365 365 365
65 2SI7 2517 2517 2517
76.1mm N/A N/A 365** 365 365
2517** 2517 2517
3 N/A 365 365 365 365
80 2517 2S17 2517 2517
4 365 365 365 365
100 N/A 2517 2517 2517 2517
165.1mm N/A N/A 290** 232 300
1999** 1600 2068
6#
15ON N/A 290 365 232 365
1999 2517 1600 2SI7
Listed/Approved for wet and dry pipe systems (> —40*F/-40'Q.
Please refer to the Victaulic Installation Manual (1-009H-009-009V.pdf) for details concerning when
supplemental lubrication is required.
EN-10219(L) for 76.1mm size; EN-10255(M) for 165.1mm size
# Regional availability only
Speciality Pipe
I k! i
'A haw
BLT
I A-2
300
300
EZT
11/4-2
300
300
MT I V-2
300
300
2068
2068
2068
2068
2068
2068
DF
11/4-4
300
300
FF
1'/--4
300
300
MLT 11/4-2
N/A
300
2068
2068
2068
2068
2068
IDT
11/4-2
300
300
FLF
IY4-4
N/A
300
ST I V-2
N/A
300
2068
2068
2068
2068
EF
11/4
175
175
FLT
ll/--2
N/A
300
STF 1 V4-4
N/A
300
1206
1206
2068
2068
EL
11/4 -2
300
300
FLTL
I Y4-2
N/A
300
TF 2%-4
N/A
300
2068
2068
2068
2068
ET40
11/4- 2
300
300
GIL
11/4-2
300
300
WLS 1 IA-2
300
300
2068
2068
2068
2068
2068
2068
EZF
3-4
MF
I A-4
300
WST I V�-2
N/A
175
2300608
23006'�
I
2300608
2068
1 XL I IA-2
-�n�
1206
-M
CONTRACTOR ENGINEER
Submitted By Spec Sect- Para
Date Approved
Date
www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
REV...F
-1., Ar--t a _U1 ii C
10�61_ i
IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.61'
Firel-ock E70 Rigid Coupling
Z
STYLE 009H
STYLE 009H DIMENSIONS Max. low. -------
i Work. End ipe End @ Bolt
� I Max., 1PAI /Nut
Size Press. Load Sep. t No. - Size Dimensions - Inches/mm
Y �Z.
. L
big,
A
X 'A 1.660 365 790 0,10 2 x 2 2.95 4.77 2.70 4.63 1.93 1.4
'32 42.4 2517 3514 2.54 - M110 x 2 75 121 69 118 49 0.7
I 1/� 1.900 365 1035 0.10 2 -%x2 3.19 4.97 2.94 4.79 1.93 1.5
10 48.3 2517 4604 2.54 -MIOx2 811 126 75 122 49 0.7
STYLE 009H PRE -ASSEMBLED 2 2.375 365 1616 0.12 2 -%x2 3.79 5�53 3.45 5.42 1.93 1.9
(PUSH ON CONDITION) 50 60.3 2517 7193 3.05 - MlOx 2 96 140 88 138 49 0.9
2 V2 2.875 36S 2370 0.12 2 - 'Is x 2 V2 4.29 6.09 3.92 5.85 1.93 2.1
Z. 65 73.0 2517 10542 3.05 - MID x 2 % 109 155 100 149 49 1.0
76.1 mmt 3.000 365 2580 0.12 2 - 1/9 x 2 % 4AO 6.31 4.05 5.90 1.93 2.1
76.1 2517 11476 3.05 - MID x 21/2 112 160 103 ]so 49 1.0
X 3 3.500 365 3S12 0,12 2 )/a x 2 V2 4.91 610 4.55 6.46 1.93 2.3
80 88.9 2517 15622 3.05 MlOx 2 li 12S 170 116 164 49 1.0
4 4.500 365 5805 0.17 2 -/sx2�i 5.95 782 5.54 747 2.14 2.9
100 1143 2517 25822 4.32 -MIOx2V2 is] 199 141 190 55 1.3
STYLE 009H JOINT ASSEMBLED 165.1 mm, &500 290 9623 0.17 2 '/a x 3 % 7.84 10.93 7.55 10.85 2.11 5.69
165.1 1999 42805 4.32 M16 x 3 �/4 199 278 192 276 54 2.6
6 6.625 290 9997 0.17 2 I/e x 3 V, 796 11.08 7.67 11.99 2.11 5.92
1 150 168.3 1999 44469 4.32 M16x 3 V. 202 281 195 305 54 2.69
Working Pressure and End Load are total, from all internal and external loads, based on standard weight
(ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See page I of this
document for Listed/Approved ratings on other pipe.
WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to
1 % times the figures shown in the chart on page 1, specific to pipe schedule and size.
t The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings
are considered rigid connections and will not accommodate expansion or contraction of the piping system.
0 Number of bolts required equals number of housing segments.
MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM
A-395, grade 65-45-15, is available upon special request.
Housing Coating:
• Orange enamel (North America, Asia Pacific)
• Red enamel (Europe)
Optional Coatings:
. Hot dipped galvanized
Gasket:
Grade "E" EPDM (Type A)
FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters
Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil
free air) sprinkler services within the rated working pressure.
Bolts/Nuts: Heat -treated plated carbon steel, trackhead meeting the physical and chemical
requirements of ASTM A-449 and physical requirements of ASTM A-183.
www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
10.6111-2
-*, A _Ct a _U1 i C r
REV_F
STYLE 009H
GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain
the end cap is fully seated against the gasket end stop. For Firet-ock EZ Style 009H couplings, use
Firel-ock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps con-
taining the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used
with Style 009H couplings.
IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the
Style 009H coupling. There is no interchanging of gaskets or housings between coupling styles.
USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade "E" Type A gaskets. These gaskets
FOR DRY PIPE SYSTEMS include an integral pipe stop, that once installed provides the same benefits as a FlushSeal gasket for
dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot
be used with the FireLock EZ couplings.
INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product
you are installing. Handbooks are included with each shipment of Victaulic products for complete
installation and assembly data, and are available in PDF format on our website at www.victaulic.com.
WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details.
NOTE 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.
For complete contact information, visit www.victaulic.com
10.61 S731 REV IF UPDATED 10/2011
VICTALILIC IS A REGISTERED TRADEMARK OF VICTALILIC COMPANY. C 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. Ar---ta U -1i C�
10.61
tqC0 Fire & Building
11Pro du c ts
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
www.tyco-fire.com
Grinnell Grooved Fire Protection Products
M"Z—
Figure 730
Mechanical Tees - Threaded/ Grooved
General
Description
11
See Fire Protedon Submittal Sheet for Pressure
Rating and ListinglApproval Information
The Figure 730 Mechanical Tees may be used for
any tee connection where a threaded or grooved
outlet is needed. They may be converted into a
cross when necessary.
WARNING
The Figure 730 Mechanical Tee described herein
must be installed and maintained in compliance
with this document, as well as with the applicable
standards of the National Fire Protection
Association, in addition to the standards of any
otherauthorities havingiunsdiction. Failure to do
so may impair the performance of this device.
The owner is responsible for maintaining their
fire protection system and devices in proper
operating condition. The installing contractor or
sprinkler manufacturershould be contacted with
any questions.
Technical
Data
Figure: 730
Outlet: Threaded or Grooved
Approvals: UL, FM, ULC, VdS, and LPCB;
See Fire Protection Submittal Sheet for exact
Listing /Approval information.
Housing: Ductile iron conforming to
ASTM A-536, Grade 65-45-12
Protective Coatings:
• Non -lead orange paint
• Fire brigade red (optional) non -lead paint
• Hot dipped galvanized conforming to ASTM
A-1 53
Bolt/Nuts: Track Head Bolts - conforming to
ASTM A-183, Zinc Plated, (Min. Tensile
110,000 psi/758,422 kPa)
Metric - conforming to ASTM F568M
Gasket: (specify when ordering)
- Grade "E" EPDM, green color code
(See Data Sheet TFP1895 for aid in selecting
proper gasket)
Ordering
Procedure
When placing an order, indicate the full product
name. Please specify the quantity, figure number,
type of gasket, Grade "E" EPDM, and size.
Grinnell Grooved Piping Products, valves,
accessories and other products are available
throughout the U.S., Canada, and internationally,
through a network of distribution centers. You
may write directly or call 215-362-0700 for the
distributor nearest you.
Care and
Maintenance
The owner is responsible for the inspection,
testing, and maintenance of their fire protection
system and devices in accordance with the
applicable standards of the National FireProtection
Association (e.g., NFPA 25), in addition to the
standards of any authority having jurisdiction.
The installing contractoror product manufacturer
should be contacted relative to any questions.
Any impairment must be immediately corrected.
It is recommended that automatic sprinKler
systems be inspected, tested, and maintained by
a qualified Inspection Service.
Limited
Warranty
Products manufactured by Tyco Fire Products are
warranted solely to the original Buyer for ten (10)
years against defects in material and workmanship
when paid forand properly installed and maintained
under normal use and service. This warranty will
expireten (10) yearsfrom date of shipment byTyco
Fire Products. No warranty is given for products or
components manufactured by companies not
affiliated by ownership withTyco Fire Products orfor
products and components which have been subject
to misuse, improper installation, corrosion, orwhich
have not been installed, maintained, modified or
repaired in accordance with applicable Standards of
the National Fire Protection Association (NFPA),
and/orthe standards of any other Authorities Having
Jurisdiction. Materials found by Tyco Fire Products
to be defective shall be either repaired or replaced, at
Tyco Fire Products'sole option. Tyco Fire Products
neither assumes, nor authorizes any person to
assumefor it, any otherobligation in connection with
the sale of products or parts of products. Tyco Fire
Products shall not be responsibleforsprinklersystem
design errors orinaccu rate orincomplete information
supplied by Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE PRODUCTS BE
LIABLE, IN CONTRACT, TORT, STRICT LIABILITY
OR UNDER ANY OTHER LEGAL THEORY, FOR
INCIDENTAL, INDIRECT, SPECIAL OR
CONSEQUENTIALDAMAGES, INCLUDING BUTNOT
LIMITED TO LABOR CHARGES, REGARDLESS OF
WHETHERTYCO FIRE PRODUCTSWAS INFORMED
ABOUT THE POSSIBILITY OF SUCH DAMAGES,
AND IN NO EVENT SHALL TYCO FIRE PRODUCTS'
LIABILITY EXCEED AN AMOUNT EQUAL TO THE
SALES PRICE.
THE FOREGOING WMR4NN IS MW IN UEU
ANY MD ALL OTHER WMRANTIE$ EXPRESS OR
IMPLIED, MCLU-0114 WARRANTIES
MERCHANTABILITY AND FITNESS FOR A
Page I of 4 September 2004 TFP1 860
Page 2 of 4
TFP1860
Figure 730 Mechanical Outlet Tee and Cross
(Threaded)
TA�
MIA
Figure 730 Mechanical Outlet Tee
(Threaded)
TAI
TAI
L
LI
0
Figure 730 Mechanical Outlet Cross
(Threaded)
Nom. Size
Hole Dia.f
Nominal Dimensions
Bolt
Tee
Net Wt.
Cross
Net Wt.
Hole
Max.
A
B
C
D
E
Run x Branch
Inches
Inches
Inches
Inches
Inches
Inches
Inches
Size-
Lbs.
Lbs.
MM
MM
MM
MM
MM
MM
MM
Dia. x Lg.
Kg.
Kg.
2" X 1/211, 3/411,
1.50
1.63
2.62
4.88
3.07
2.12
1.59
3/a" x 21/4"
2.2
2.6
38.1
41.3
66.5
124.0
78.0.
53.8
40A
M10x57
1.0
1.2
2" x 1 '/4"
1.75
1 1.88
2.78
4.88
3.32
1.93
1.59
3/8" x 21/4"
2.5
3.3
44.5
476
70.6
124.0
84.3
49.0
40.4
M10
1.5
2" x 1 '/2"
1.75
1.88
2.75
4.88
3.32
1.93
1.59
Na" x 21/4"
2.5
3.7
44.5
47.6
69.9
124.0
84.3
49.0
40.4
M10 x 57
1.1
1.7
2'12" X 1/2" 3/4", 1
1.50
1.63
2.88
5.25
3.07
2.38
1.81
3/8" x 21/4"
2.7
3.1
,
38.1
41.3
73.2
133.4
78.0
60.5
46.0
M10x57
1.2
1.4
21/2" x 11/4"
2.00
2.13
3.00
5.25
3.56
2.19
1.81
3/8" x 21/4"
3.1
3.9
50.8
54.0
76.2
133.4
90.4
55.6
46.0
M10x57
1.4
1.8
21/2" x 11/2"
2.00
2.13
3.07
5.25
3.59
2.17
1.81
1/8" x 21/4"
3.3
4.3
50.8
54.0
78.0
133.4
91.2
55.1
46.0
M10x57
1.5
1.9
21/2" x 2"
2.00
2.13
3.19
5.25
4.00
2.44
1.81
3/s" x 21/4"
3.5
4.4
50.8
54.0
81.0
133.4
101,6
62.0
46.0
M10x57
1.6
2.0
76. 1 - x 1/211, 3/4",
1.50
1.63
2.94
5.62
3.07
2.44
1.87
M10 x 57
2,7
3.1
38.1
41.3
74.5
142.7
78.0
62,0
47.5
1.2
1.4
76.1 - x 11/4"
2.00
2.13
3.06
5.62
3.56
2.25
1.87
M10 x 57
3.1
3.9
50.8
54.0
77.7
142.7
904
57.2
47.5
1.4
1.8
76.1 - x 11/2"
2.00
2.13
3.13
5.62
3.56
2.25
1.87
M10 x 57
3.3
5. 1 1
50.8
54.0
79.5
142.7
90.4
572
475
1.5
2.3
76.1 x 2"
2.50
2.63
3.25
5.62
4.00
2.50
1.87
4.1
5.9
-
63.5
66.7
82.6
142.7
101.6
63.5
47.5
M10 x 57
1.9
2.7
3" X 1/211, 3/411, 1 11
1.50
1.63
3.19
6.13
3.07
2.56
2.21
1/2" x 3"
3.7
4.5
38.1
41.3
81.0
155.7
78.0
65.0
56.1
M12x76
1.7
2.0
3" x 11/4"
1.75*
1.88
3.34
6.13
3.32
2.50
2.21
1/2" x 3"
3.9
4.9
44.5
476
84.8
155.7
84.3
6�'
M12x76
1.8
2.2
3" x 11/2"
2.00
2.13
3.38
6.13
3.56
2.48
2,21
1/2" x 3"
4.2
5..
50.8
1 54.0
85.9
155.7
90.4
63.
56,1
M12x76
1.9
2.5
3" x 2"
2.50
2.63
3.50
6.13
4.09
2.75
2.21
1/2" x 3"
4.7
6.5
63.5
66.7
88.9
155.7
103.9
69.9
56.1
M12 x 76
2.1
2.9
4" x 1/2", 3/4", 1
1.50
1.63
3.69
7.13
3.07
3.06
2.78
lT2.'x 3-
5.5
7.1
38.1
41.3
93.7
181.1
78.0
77.7
70,6
M12 x 76
2.5
3.2
4" X 11/4"
1.75*
1.88
3.92
7.13
3.32
3.00
2.78
1/2" x 3"
5.5
7.1
44.5
476
99.6
181.1
84.3
1 76.2
70.6
M12 x 76
2.5
3.2
4" X 11/2"
2.00
2.13
4.00
7.13
3.56
2.98
2.78
1/2" x 3"
5.5
7.1
50.8
54.0
101.6
181.1
90.4
75.7
70.6
M12 x 76
2.5
3.2
4" x 2"
2.50
2.63
4.00
7.13
4.06
3.25
2.78
1/2" x 3"
6.0
8.1
63.5
66.7
101.6
181.1
103.1
82.6
70.6
M12 x 76
2.7
3.7
4" x 21/2"
2.75
2.88
4.00
7.13
4.38
3.12
2.78
1/2'. x 3"
6.0
8.1
69.9
73.0
101.6
181.1
111.3
79.2
70.6
M12 x 76
2.7
3.7
4" x 76.1
2.75
2.88
4.00
7.13
4.38
3.12
2.78
6.0
8.1
-
69.9
73.0
101.6
181.1
111.3
79.2
70.6
M12 x 76
2.7
3.7
4" x 3"
3.50
3.63
4.13
7.13
5.13
3.31
1
2.78
1/2" x 3"
7.0
13.5
1
88.9
92.1
1 104.9
181.1
130
84.1
70.6
M12 x 76
3.2
6.1
t Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within 1W of the hole to be certain it is free from conditions that would affect
proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area, that might affect assembly, proper seating of the locating collar orflow from
the outlet. Check gasket grade to be certain it is suitable for the service. For crosses, ensure double outlet holes are aligned on opposite sides of the pipe. The use ofthreaded
products other than steel pipe, such as dry pendants, etc. may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by
contacting Tyco Fire Products.
Gold color coded metric bott sizes are available upon request.
Note: Outlet threads conforming to ISO 7-1 are available, contact Tyco Fire Products for details.
Page 3 of 4
TFP1860,
Figure 730 Mechanical Outlet Tee and Cross
(Threaded)
TAI
Figure 730 Mechanical Outlet Tee
(Threaded)
TA
TAI
Irmia-mNA
Figure 730 Mechanical Outlet Cross
(Threaded)
Nom. Size
Hole Dia.t
Nominal Dimensions
Bol
Tee
Net Wt.
Cross
Net Wt.
Hole
Max.
A
B
C
D
E
Size!.
Run x Branch
Inches
Inches
Inches
Inches
Inches
Inches
Inches
Lbs.
Lbs.
Dia. x Lg.
ITIM
MM
MM
MM
MM
MM
MM
Kg.
Kg.
2.00
2.13
4.63
8.13
3.56
4.00
3.37
Ve" x 4/4"
6.5
7.7
5" x 11/2"
50.8
54.0
117.6
206.5
90.4
101.6
65.6
M16x 121
2.9
3.5
2.50
2.63
4.63
8.13
4.06
3.88
3.37
Ve" x 43/4"
7.1
8.1
5" x 2"
63.5
66.7
117.6
206.5
103.1
98,6
85.6
M16 x 121
3.2
3.7
2.75
2.88
4.75
8.13
4.38
3.88
3.37
'/8" x 4/4"
7.3
8.7
5" x 21/2"
69.9
73.0
120.7
206.5
111.3
98,6
85.6
M16 x 121
3.3
3.9
2.75
2.88
4.75
8.13
4.38
3.88
3.37
M16 121
7.3
8.7
5" x 76.1-
69.9
73.0
120.7
206.5
111.3
98,6
65.6
x
3.3
3.9
3.50
3.63
5.00
8.13
5.13
4.06
3.37
s/e" x 4/4"
7.6
14.7
5.. 31.
88.9
92.1
127.0
206.5
130.3
103.1
85�6
M16x 121
3.4
6.7
165.1- x 11/4"
2.00
2.13
5.13
9.25
3.56
4.25
3.90
M16 x 121
6.9
7.9
50.8
54.0
130.3
235.0
90.4
108.0
99.1
3.1
3.6
2.00
2.13
5.13
9.25
3.56
4.04
3.90
M16 121
7.4
8.9
165.1 .. x 11/2"
50.8
54.0
130.3
235.0
90.4
102.6
99.1
x
3.4
4.0
2.50
2.63
5.13
9.25
4.06
4.31
3.90
7.5
8.9
165.1 - x 2"
63.5
66.7
130.3
235.0
103.1
109.5
99. 1
M16 x 121
3.4
4.0
165.1 x 21/2"
2.75
2.88
5.13
9.25
4.38
4.18
3.90
M16 x 121
7.5
11.1
-
69.9
73.0
130.3
235.0
111.3
106.2
99.1
3.4
5.0
2.75
2.88
5.13
9.25
4.38
4.18
3.90
M16 121
7.5
11.1
165.1 - x 76.1 -
69.9
73.0
130.3
235.0
111.3
106.2
99.1
x
3.4
5.0
165.1 x 3"
3.50
3.63
5.50
9.25
5.13
4.37
3.90
M16 x 121
9.5
14.1
-
88.9
92.1
139.7
235.0
130.3
111.0
99.1
4.3
6.4
165.1 - x 4"
4.50
4.63
5.38
9.25
6.13
4.56
3.90
M16 x 121
10.0
20.1
114.3
117.5
136.7
235.0
155.7
115.8
99.1
4.5
9.1
2.00
2.13
5.13
9.25
3.56
4.25
3.90
1/8" x 41/4"
6.9
7.9
6" x 1 '/4"
50.8
54.0
130.3
235.0
90.4
108.0
99.1
M16 x 121
3.1
3.6
2.00
2.13
5.13
9.25
3.56
4.04
3.90
Va" x 4'/4"
7.4
8.9
6" x 1 '12"
50.8
54.0
130.3
235.0
90.4
102.6
99.1
M16x
4.0
2.50
2.63
5.13
9.25
4.06
4.31
3.90
1/8" x 43/�"
7.5
8.9
6" x 2"
63.5
66.7
130.3
235.0
103,1
109.5
99.1
M16 x 121
3.4
4.0
2.75
2.88
5.13
9.25
4.38
4.18
3.90
'/s" x 4'/4"
7.5
11.1
6" x 2'/2"
69.9
73.0
130.3
235.0
111,3
106.2
99.1
M16x 121
3.4
5.0
2.75
2.88
5.13
9.25
4.38
4.18
3.90
M16 x 121
7.5
11.1
6" x 76.1
69,9
73.0
130.3
235.0
111.3
106.2
99. 1
3.4
5.0
3.50
3.63
5.50
9.25
5.13
477-
3.90
1/8" x 4'/4"
9.5
14.1
6" x 3"
88.9
92.1
139.7
235.0
130.3
111.0
99� 1
M16x 121
4.3
6.4
4.50
4.63
5.38
9.25
6.13
4.56
3.90
1/8" x 4'/4"
10.0
20.1
6" x 4"
114.3
1175
136.7
235.0
155.7
115.8
99.1
M16 x 121
4.5
9.1
2.75
2.88
6.25
12.50
4.38
5.12
4 .90
3/411 x 4 3/411
10.2
12.1
8" x 21/2"
69.9
73.0
158.8
317.5
111.3
130.0
124�5
M20 x 121
4.6
5.5 1
2.75
2.88
6.25
12.50
4.38
5.12
4.90
M20 x 121
10.2
12.1
8" x 76.1 -
69.9
73.0
158.8
317.5
111.3
130.0
124�5
4.6
5.5
3.50
3.63
6.50
12.50
5.13
5.37
4.90
3/4" x 3/4"
12.5
15.1
8" x 3"
88.9
92.1
165.1
317.5
130.3
136.4
124.5
M20 x 121
5.7
6.8
4.50
4.63
6.38
12.50
6.13
5.56
4.90
3/411 x 4 3/4"
12.5
21.1
8" x 4"
114.3
117.5
162.1
317.5
155.7
141.2
124.5
M20 x 121
1 5.7
9.6
t Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within 5/8" of the hole to be certain it is free from conditions that would affect proper
gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area, that might affect assembly, proper seating of the locating collar or flow from the outlet.
Check gasket grade to be certain it is suitable for the service. For crosses, ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than
steel pipe, such as dry penclents, etc. may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products.
G old color coded metric bolt sizes are available upon request.
Note: Outlet threads conforming to ISO 7-1 are available, contact Tyco Fire Products for details.
�age 4 of 4
TFP1860
Figure 730 Mechanical Outlet Tee and Cross
(Grooved)
F NE��5-2
a
jjj
- LA
101
Figure 730 Mechanical Outlet
Grooved Tee
jFMf
FA-
L
ilkI
IF
_ A
Figure 730 Mechanical Outlet
Grooved Gross
Nominal
Hole Di&t
Nominal Dimensions
Tee
Cross
Nominal
Hole Dia.t
Nominal Dimensions
Tee
Cross
Size
Bolt
Net Wt.
Net Wt.
Size
Bolt
Net Wt.
Net Wt.
Hole
Max.
A
E
Hole
A
I
C
E
Run x
Inches
Inches
Inches
Inches
Inches
Inches
Size-
Dia.
Lbs.
Lbs.
Run x
Inches
l,
I'M
c: s
Inches
Inches
Inches
Inches
Size**
Lbs'
Lbs
Branch
Mm
MM
MM
Mm
mm
MM
x L9.
Kg.
Kg.
Branch
Mm
Mm
mml
Mm
n7m
mm
Dia. x Lg.
Kg.
Kg.
TX V/4"
1.75
1.88
2.78
4.88
3.32
1.59
1/8" x 21M
2.5
3.3
5" x 76.1..
2.75
2M
4.75
8.13
4.38
3.37
M16 x 121
7.3
8.7
44.5
47.6
70.6
124.0
84.3
40.4
M10x57
1.1
1.5
69.9
73.0
120�7
206.5
111.3
85.6
3.3
3.9
2" x 1 1h"
1.75
1.88
2.62
4.88
3.32
1.59
Ya" x 21U'
2.5
3.7
5" x 3"
3.50
3.63
5.00
8.13
5.13
3.37
1/8" x 41/4"
7.6
14.7
44.5
47.6
66.5
124.0
84.3
, 40.4
M10x57
1.1
1.7
88.9
92.1
, 127.0,
206.5
130.3,
85.6
M16x 121
3.4
1 6.7
21b" x 11/4"
2.00
2.13
3.00
5.25
3.56
1.81
1/8" x 21/4"
3.1
3.9
165.1 - x 11/4"
2.00
2.13
5.13
9.25
3.56
3.90
M1 6 x 121
6.9
7.9
50.8
54.0
76.2
133.4
90.4
46.0
M10x57
1.4
1.8
50.8
54.0
130.3
235.0
90.4
99.1
3.1
3.6
21/2" x 11/2"
2.00
2,13
3.07
5.25
3.59
1.81
'Is" x 21/4"
3.3
4.3
165.1.. x 1112"
2.00
2.13
5.13
9.25
3.56
3.90
M16 x 121
7.4
8.9
50.8
54.0
78.0
133.4
91.2
46.0
M10x57
1.5
1.9
50.8
SO
130.3
235.0
90.4
99.1
3.4
4.0
21/2" x 2"
2.00
2.13
3.19
5.25
4.00
1.81
3/8" x 21/4"
3.5
4.4
165.1.. x 2"
2.50
2.63
5.13
9.25
4.06
3.90
M16 x 121
7.5
8.9
50.8
54.0
81.0
133.4
101.6
46.0
M10x57
1.6
2.0
63.5
66.7
130.3
235.0
103.1
99.1
3.4
4,0
76.1-x 11/4"
2.00
2.13
3.06
5.62
3.56
1.87
M10x57
31
'
3.9
165.1- x 211i'
2.75
2.88
5.13
9.25
4.38
390
'
M16 x 121
7.5
11.1
50.6
54.0
77.7
142.7
90.4
475
1.4
1.8
69.9
730
130.3.
235.0
111.3.
99.1
3.4
5.0
76.1- x 11/2"
2.00
2.13
3.13
5.62
3.56
1.87
M1 0 x 57
3 ' 3
5.1
165.1 - x 76.1 -
2.75
2.88
5.13
9.25
4.38
3.90
M16 x 121
7.5
11.1
50.6
54.0
79.5
142.7
90.4
47.5
1.5
2.3
1
69.9
73.0
130.3
235.0
111.3
99.1
3.4
5.0
76.1- x 2"
2.50
2,63
3.25
5.62
4.00
1.87
M10x57
4 , 1
5.9
165.1,- x 3"
3.50
3.63
5.50
9.25
5.13
3.90
M16 x 121
9.5
14.1
63.5
66.7
82.6
142.7
101.6
475
1.9
2.7
88.9
92.1
139.7
235.0
130.3
99.1
4.3
64
3" x 11/4"
1.75*
1.88
3.34
6.13
3.32
2.21
1h" x 3"
3.9
4.9
165.1 - x 4"
4.50
4.63
5,38
9.25
6.13
3.90
M16 x 121
10 ' 0
20 ' 1
44.5
476
84.8
155.7
84.3
56.1
M12x76
1.8
2.2
1 114.3
1175
136.7
235.0
155.7
99.1
4.5
9J
3" x 1 1h"
2.00
2.13
3.38
6.13
3.56
2.21
1/2" x 3"
4.2
5.5
6' X 1114"
2.00
2.13
5.13
9.25
3.56
3.90
'Wx 41/4"
6.9
7.9
50.8
54.0
85.9
155.7
90.4
56.1
M12x76
1.9
2.5
50.8
54.0
130.3
2350
90.4
99.1
M16x 121
3.1
3.6
3" x 2"
2.50
2.63
3.50
6.13
4.09
2.21
lb" x 3"
4.7
6.5
TX V/2"
2.00
2.13
5.13
9.25
3.56
3.90
IN' x 41/4"
7.4
8.9
63.5
66.7
88.9
155.7
103,9
56.1
M12x76
2.1
2.9
50.8
54�O
130.3
235.0
90.4
99.1
M16x 121
3.4
4.0
4" x 11/4"
1.75*
1.88
3.92
7.13
3.32
2.78
1h'x 3"
5.5
7.1
6' X Z'
2.50
2.63
5.13
9.25
4.06
3.90
1/8" x 41/4"
7.5
FT
44,5
47.6
99.6
181.1
84.3
70.6
M12x76
25
3.2
63.5
66.7
130.3
235.0
103.1
99. 1_
M16x 121
3.4
4.0
4" x 1 lb"
2.00
2.13
4.00
7.13
3.56
2.78
1/2. x 3"
5.5
7.1
6'x TH'
2.75
2.88
5.13
9.25
4.38
3.90
INx 41N
7.5
11.1
50.8
54.0
101.6
181.1
90.4
70.6
M12x76
2.5
3.2
69.9
73,0
130.3
235.0
111.3
99.1
M16x 121
3.4
5.0
4" x 2"
2,50
2.63
4.00
7.13
4.06
2.78
1Wx 3"
6.0
8.1
13"x76.1..
2.75
2.88
513
9.25
4.38
3.90
M16 x 121
7.5
11.1
63.5
66.7
101.6
161.1
103.1
70.6
M12x76
27
3.7
69.9
73.0
1303
235.0
111.3
99.1
3.4
5.0
4" x Th'
2.75
2.88
4,00
7.13
4.38
2.78
1h'x 3"
6.0
8.1
6" x a'
3.50
3.63
5.50
9.25
5.13
3.90
5/i'x 41N
9.5
14.1
69.9
73.0
101.6
181.1
111.3
70.6
M12x76
Z 7
3.7
88.9
92.1
139.7
235.0
130.3
99.1
M16x 121
4.3
6.4
4" x 76.1 -
2.75
2.88
4.00
7.13
4.38
2.78
M12x 76
6.0
8.1
Tx 4"
4.50
4.63
5.38
9.25
6.13
3.90
IN' x 41M
10.0
.1
69.9
730
101.6
181.1
111.3
70.6
2.7
3.7
114.3
1175
136.7
235.0
155.7
99.1
M16x 121
4.5
9.1
4" x 3"
3.50
3.63
4,13
7.13
5.13
2.78
1/2" x 3"
7.0
135
8" x Th"
2.75
2.88
6.25
12.50
4.38
4.90
1/4" x 41/4"
10.2
12.1
66.9
92 1
104.9
161.1
130.3
70.6
M12x76
3.2
6.1
69.9
73.0
158.8
3175
111.3
124.5
M20 x 121
4.6
5.5
5" x 1112"
2.00
2.13
4.63
8.13
3.56
3.37
Va' x, A 3 M
4 /4"
6.5
7.7
8" x 76.1 -
2,75
2.88
6.25
12.50
4.38
4.90
M20 X 121
10.2
1 2-1
50.8
50
1176
206.5
90.4
65.6
M16x 121
29
3.5
69.9
73,0
158.8
3175
111.3
124.5
4.6
5.5
5" x 2"
2.50
2.63
4M
8.13
4.06
3.37-TI/a"
x 41/4"
7.1
8.1
6' X a,
3.50
3.63
6.50
12.50
5.13
4.90
'Nx 41N
12.5
15.1
63.5
667
117.6
206.5
103.1
85.6
IM16x121
3,2
3.7
88.9
92.1
165.1
3175
130.3
124.5
M20 x 121
5.7
6.8
5" x 21/2"
2.75
2.88
4.75
8.13
4.38
3.37
1 5/jI x 41/4"
7.3
8.7
8" x 4"
4.50
4.63
1 6.38
12.50
6.13
4.90
'Rx 41M
12.5
21.1
69.9
73.0
120.7
2065
111.31
85,6
1 M16x 121
3.3
3.9
114.7
117.51
162.11
3175
155.7
124.5
M20 x 121
5.7
9.6
Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within 1W of the hole to be certain it is free from conditions that would affect
proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area, that might affect assembly, proper seating of the locating collar or flow from
the outlet. Check gasket grade to be certain it is suitable for the servlce. For crosses, ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded
products other than steel pipe, such as dry pendants, etc. may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting
Tyco Fire Products.
Gold color coded metric bolt sizes are available upon request.
General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure
that pressure ratings and performance data is not exceeded. Always read and understand the installation
instructions (IH-1000). Never remove any piping component or corrector modify any piping deficiencies,without
first depressurizing and draining the system. Material and gasket selection should be verified to be compatible
for the specific application.
oil
'ertified Company
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A.
SHURIOINT(g)
www.shujoinl.com —
THREADED FITTINGS
Shurjoint offers a complete range of ductile iron
Class 300 threaded fittings in sizes from Y2" to 2Y2
Shurjoint ductile iron threaded fittings are 100% air
tested underwater to ensure leak -free performance.
The Shurjoint ductile iron fitting series is UL listed
and FM approved, making them the right choice for
fire protection and other general application services.
AA-1
Ductile Iron Class 300 threaded fittings are designed to the
same dimensions as that of Class 150 malleable iron
fittings. Though due to the superior strength characteristics,
ductile Iron fittings carry a much higher pressure rating.
Laboratory tests confirm Shurjoint ductile iron fittings have
passed hydrostatic test pressures exceeding 6,000 psi /
414 Bar, which is equal to four times the 1,500 psi /103 Bar
as specified by ANSI 1316.3 for 1 Y�" — 2" sizes.
Burst pressure testing of DI threaded fittings (2")
Pressure-Temaerature Ratina (ANSI B16.3 & B16.14
Norn. working Pressure (VV.U.U) Working Pressure
Rating @1 50-F / @65-C Saturated Stea M
Y2"—l":2000psi/14OBar
11/4" — 2" : 1500 psi / 105 Bar 300 psi (20 Bar)
21/2": 1000 DSi / 70 Bar
*Proof test pressure: 1.5 times the working pressure, non -shock cold water
1-01-1/6 Rev.G20120315
& <*>
Mrs APM11
For Fire Protection pressure rating, listing, and approval
information, visit Shudoint website, www.shurdoint.co
for details or contact your SHURJOINT Representative.
Material: Ductile iron ASTIVI A536 Gr. 65-45-12 and or
ASTIVI A395 Gr. 65-45-15.
Dimensions: ANSI 1316.3 Class 150 except bushings and
plugs (1316.14), unions (13116.39) and companion flanges
(1316.42). Please note wall thickness dimensions are
subordinate to Shurjoint UL and FIVI pressure rating listings
and approvals
Threads: ANSI B1.20.1 NPT or ISC-7 (BSPT)
Finish: Black or electro-zinc plated
General Dimensions
These dimensions apply to all standard fittings, both
straight and reducing. For center -to -face dimensions(*),
see fitting tables.
J .
E
4 H
11D
Pipe
H
E
B
Size
in
Band O.D.
in
Band Width
in
Thread Length (min)
in
Y2
1.02
0.25
0.43
3/4
1.46
0.27
0.50
1
1.77
0.30
0.58
11/1
2.15
0.34
0.67
1 '/2
2.43
0.37
0.70
1 2
1 2.96
1 0.42
1 0.75
1 2%
1 3.59
1 0.48
1 0.92
Installers who have not used DI threaded fittings before
should be instructed that the fittings are stronger than
0 the pipe in most cases. In general DI threaded fittings
require about a one-half turn less than cast iron fittings.
Refer to the installation instructions for further detail.
SHURjOINT(8)
wwwshuront.com
MODEL 811 ELBOW 900
6,
MODEL 812 REDUCING ELBOW 900
B-
A
MODEL 813 ELBOW 450
1-01-2/6 Rev.G20120315
fruttin 1-01
Model 811
Size A
Elbow 900
Wt.
Box Q'ty
in
in
Lbs
PCs
'/2
1.12
0.25
240
1/1
1.31
0.35
120
1
1.50
0.57
70
1 1/4
1.75
0.97
40
1 Y�
1 1.94
1 1.17
1 30
2
2.25
1 1.83
20
2Y�
2.70
1 3.34
10
Model 812 Reducing
Size A B
Elbow 90'
wt.
in
in
in
Lbs
PCs
3/4 X
1.20
1.22
0.35
160
1 x %
1.26
1.36
0.46
110
1x%
1,18
1.45
0.57
90
1 % x Y2
1,34
1.53
0.64
75
1%x%
1.45
1.62
0.66
60
1Y4X 1
1.58
1.67
0.81
55
1 % x Yi
1.41
1 �66
0.84
45
11/1 x %
1 �52
1.75
0.90
45
1 Yi x 1
1.65
1,80
0.95
40
1%� x 1 Y.
1.82
1.88
1.10
35
2X 4
1.60
1.97
1.19
30
1 20
173
2.02
1.47
25
2 x 1%
2.02
2,16
1.61
20
2Y� x 2
2.39
Z60
2.9T-
15
Size
Model 813
A
Elbow 450
wt,
in
in
Lbs
PCs
V2
0.88
0.22
250
%
0.98
0.33
150
1
1.12
0.55
90
1 Y4
1.29
0.84
50
11/2
1.43
1 0.92
35
F2
1.68
1.63
18
-2Y2
1.95
2.42
12
ISHURIOINT(g)
www.shuqoint.com -
MODEL 814 TEE
Size
Model
A
814 Tee
Wt.
in
in
Lbs
PCs
1/2
112
0.31
150
'/4
131
0.48
90
1
1.50
0.81
60
1 Y,
1 1.75
1 1.28
5
11/2
1 1.94
1 1.72
4
2
2.25
2.57
12
2Y2
2.70
4.44
8
MODEL 815 REDUCING TEE
Model
Size
815 Reducing
A
B
Tee
C wt.
Box
in
in
in
in
Lbs
PCs
'/4
'/4
1/2
1.20
1.20
1.22
0.46
95
'/2
1
1.50
1.36
1.50
0.71
55
1
%
1/2
1.26
1.20
1.36
0.59
80
%
1.37
1.31
1.45
0.66
65
1
1.50
1 1.45
1.50 1
0.77
55
1
Y2
1.26
1.26
1.36
0.64
65
4
1.37
1.37
1.45
0.75
60
1%
1
Y2
1.34
1.26
1.53
0.79
50
Y4
1.45
1.37
1.62
0.88
50
1
1.58
1.50
1.67
1,01
45
1%
135
1.67
1.75
1.25
40
1 Y4
1
Y2
1.34
1.34
1.53
0.84
45
%
1.45
1.45
1.62
0.99
45
1
1.58
1.58
1.67
1.12
40
1 Y2
1
Y2
1.44
1.31
1.69
0.92
40
%
1.50
1.37
1.75
1.01
40
1
1.65
1.50
1.80
1.19
30
1%
1.82
1.67
1.88
1.54
30
1 Y2
1.94
1.80
1.94
1.54
30
1%
Y2
1.41
1.34
1.66
1.08
40
'/4
1.52
1.45
1.75
1.14
40
1
1.65
1.58
1.80
1.39
30
1%
Y�
1.41
1.41
1.66
1.10
35
'/4
1.52
1.52
1.75
1.17
35
1
1.65
1.65
1.80
1.36
30
1%
1.82
1.82
1.88
1.56
30
1
2
2.25
2.02
2.25
2.13
15
1 Y.
2
225
2.10
2.25
2.22
15
2
1%
1/2
1.49
1.41
1.88
1.52
30
%
1.60
1.52
1.97
1.47
25
1
1.73
1.65
2.02
1,63
20
1 Y�
Z02
1.94
1 2.16
2.09
20
2
Z25
2.16
2.25
2.33
15
2
1/2
1.49
1.49
1.88
1.56
20
%
1.60
1.60
1.97
1.61
20
1.73
1.73
2.02
1.80
20
-1
1 '14
1.90
1.90
2.10
2.09
20
r, 1/2
2.02
1 2.02
2.16
2.24
15
�-21/2
2
1 Y.
1.74
1 1.60
2.32
2.35
15
1-01-3/6 Rev.G20120315
TTSHUP, OINT(8)
VVww.shuqojnI.com i
MODEL 815 BULLHEAD TEE
MODEL 816 REDUCING COUPLING
MODEL 817 CROSS
A
A
1-0
4�B
Model
Size
815 Bullhead Tee
A 8 C
wt.
-IFox-
in
n
in
In
in
Lbs
PCs
%
3/4
1 1
1 45
.45
1.45
1.37
0.66
65
1
1
1%
qiA
1.67
1.67
1.58
0.97
45
V/2
1 0
1.80
1.80
1.65
1.15
35
1
11/2
1.88
1.80
1.82
1.43
30
1 1A
1 Y2
1.88
1.88
1.82
1 �52
2
2.10
2.10
1.90
1.80
1 Y2
11/1
2
2.16
2.10
2.02
1.94
�
1 Y2
�2
2
2.16
1 2.16
2.02
2.00
2-
21/2
2.60
1 2.60
2.39
3.61
Model 816
Size A
Reducing Coupling
Wrench Size wt.
Box
in
in
in
Lbs
PCs
% x %
1.63
1-%
0.37
150
1 X 1/2
1.69
1-%
0.37
140
1 X%
1.37
1 -Y2
0.48
120
I%x%
2.06
1 -/2
0.59
80
1 Y4 x 1
2.0
0.66
60
1 1/. x 1
2.31
0.84
50
1 Y2 X 1 Y4
2.31
0.92
45
x
2 x 1
2.81
1.28
30
2 x 1
2.81
1.66
30
2Y�x 2
3.25
2.24
18
Size
Model
A
817 Cross
B
Wt.
--B-ox-T't-y
in
in
in
Lbs
PCs
1/2
1.12
1.12
0.48
90
3/4
1.31
1.31
0.77
60
1
1.50
1.50
0.95
45
1 Y.
1.75
1.75
1.43
25
1 Y2
1 1.94
1 1.94
1 1.87
1 20
2
1 2,25
1 2.25
1 2.86
10
Model 817
ze A
Reducing
I B
Cross
I wt. Box Q'tv
in
in
in
Lbs
Mx1%x1x1
1.67
1.58
1.25
1%x%x1x1
1.80
1.65
1.47
2x2 1 x1
2.02
1.73
1.94
1-014/6 Rev. G 20120315
SHUR.10INT(B)
www.shutioint.com-
MODEL 818 STRAIGHT COUPLING
Model 818 Straight
Size A Wrench Size
Coupling
wt.
in
in
in
Lbs
PCs
Y2
1.38
1 ys"
0.18
360
%
1.61
1%"
0.26
200
1
1.77
11,/16,
0.42
110
1 %
2.00
0.57
1 '12
2.20
2Y."
0.7
60
2.60
2/4"
1.1
30
3.00
3 Ys'
2 �
MODEL 820 CAP
Size
Model 820
A
Cap
wt.
i n
i n
in
Lbs
1/2
0.89
0.14
500
%
1.00
0.20
300
1
1.18
0.33
180
1 Y4
1.32
0.46
110
2
.57
2
1.48
0.88
45
2Y2
1.77
1.54
25
MODEL 825 EXTENSION PIECE
Model 825 Extension
Size A
Piece
wt.
in
in
Lbs
PCs
x 1 '/2L
1.50
0.18
300
Y2 x 2L
2.00
0.22
250
% x 1%L
1.50
0.22
250
% x 2L
2.00
0.26
200
MODEL 831 LONG STREET ELBOW 900
Model
Size
831
Long Street
I
Elbow
t.
900
ox
in
in
in
Lbs
PCs
I X YW
1.50
3.00
0.66
10
1X1m
1 �50
3.00
0.81
60
1-01-5/6 Rev,G20120315
SHURJOINV)
viww.shu4Dint.com -
MODEL 832 LONG STREET TEE
C
A B
MODEL 827 HEX BUSHING
MODEL 819 PLUG
Model 832
Size A I
Long
B
Street
I C
Tee
I Wt
I Box 'ty
in
in -1
-W
in
PCs
1 X Y�Xlm
1.50
__[_�Lbs
1.40
3.00
0.91
50
1 x 1 x 1M
1.50
1.50
3.00
1.0T-
45
Model
Size
827 Hex Bushing
A wt.
in
in
Lbs
PCs
1 X Y2
1.06
0.20
280
1 x 1/.
I
1.06
0.18
280
1%. X 1
1.18
0.29
150
1 1/2 X 1
1.26
0.53
100
1Y�X IY4
1.26
0.37
100
2x1
1.34
0.75
80
2 x 1%.
1.34
0.75
80
2 x 1%
1.34
0.64
80
Size
Model 819
A
Plug
wt.
in
in
Lbs
PCs
1/2
0.93
0.09
500
1/.
1.13
0.18
300
1
1.25
0.25
200
11/.
1.36
0.42
110
1 '/�
1.45
1 0.59
1 80
2
1.50
1 0.95
45
General Notes:
0 Pressure ratings listed are CWP (cold water pressure) or maximum working pressure within the service temperature range of the gasket
used in the coupling. This rating may occasionally differ from maximum working pressures listed and/or approved by UL, ULC, and/or FM
as testing conditions and test pipes differ. For additional information contact Shurjoint.
Maximum working pressures and end loads listed are total of internal and external pressures and loads based on Sch. 10 steel pipe with
roll grooves to ANSI/AWWA C606-07 specifications. For information on other pipe schedules contact Shudoint..
For one time field test only the maximum joint working pressure may be increased 1Y2 times the figures shown.
Warning: Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components.
0 Shurfoint reserves the right to change specifications, designs and or standard equipment without notice and without incurring any
obligations.
Job Name: System No. Location;
Contractor:
Approved: Date;
Engineer:
Approved: Date:
-)nur
, joint proauct specirications in u.,�o. customary units and metric are approximate and are provided for reference only. For precise
measurements, please contact Shurfoint Technical Service. Shurjoint reserves the right to change or modify product design, construction,
specifications, or materials without prior notice and without incurring any obligations to make such changes and modifications on Shurfoint
products previously subsequently sold.
1-01-6/6 Rev.G20120315
Project Name: COSTAL COMMUNITY BANK
Drawing No. :
Desiqn Areas
CALCULATION SUMMARY
Project Location: 123 3RD AVE S
City: EDMONDS, WA
Design Area
Ca1c. Mode
Occupancy
Area of
Total Water
Pressure @
Min.
Min.
Min.
Calculated
Hose
Margin To
Name
(Model)
Application
Source
Density
Pressure
Flow
Heads
Streams
Source
(ft2)
(gp-)
(psi)
(gpM/ft2)
(psi)
WPM)
#
(gpm)
(psi)
Demand (HW)
LH
1500
363.3
Required
90.3
0.126
7
15.1
16
100
24.3
666000-66-66 ...........
HINGTON STATE
CEI TIE OF COMPETENCY
FIRE PR?TECT1ON SPRINKLER SYSTEMS
David Yates
2605-0898-C Level 3
Burns Fire Protection Systems ine.
BURNSFP841DU
4/7/19 Expires;
- 1=11119
I t��g
!Igns u Date
bL L--20p--Coa�
RECEIVED
11 031?y
CRT- I
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank�submittal\Costal Community Bank
Date 4/7/2019 4-5-19\Costal Community Bank3D.dwg
Copyright @ 2002-2012 Tyco Fire Protection Products
APR 0 9 2019
BUILDING
Page I
HYDRAULIC CALCULATIONS
for
Job Information
Project Name: COSTAL COMMUNITY BANK
Contract No. :
City: EDMONDS, WA
Project Location: 123 3RD AVE S
Date: 4/7/2019
Contractor Information
Name of Contractor:
Address:
City:
Phone Number:
E-mail:
Name of Designer:
Authority Having Jurisdiction:
Design
Remote Area Name
1
Remote Area Location
Level 2 Offices
Occupancy Classification
LH
Density (gpm/ft2)
0.126
Area of Application (ft2)
1500
Coverage per Sprinkler (112)
120
Number of Calculated Sprinklers
16
In -Rack Demand (gpm)
0
Special Heads
Hose Streams (gpm)
100
Total Water Required (incl. Hose Streams) (gpm)
363.3
Required Pressure at Source (psi)
90.3
Type of System
Wet
Volume - Entire System (gal)
66.9 gal
Water Supply Information
Date 415/19
Location 123 3rd Ave S.
Source W1
Notes
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 2
Job: COSTAL COMMUNITY BANK
Date 4/7/2019
Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 1
(OWimized Hvdraulic SimDlified)
File: C:\Users\yates\Documents\dwg2\bums\edmonds community bank\submittal\Costal Community Bank 4-5-19\Costal Community Bank3D.dwg
Copyright C 2002-2012 Tyco Fire Protection Products
Page 3
Job: COSTAL COMMUNITY BANK
Calculation Into
Calculation Mode
Hydraulic Model
Fluid Name
Fluid Weight, (lb/ft3)
Fluid Dynamic Viscosity, (lb.s/ft2)
Water Supply Parameters
Supply 1 : W1
Supply Analysis
Hydraulic Analysis for: 1
Demand
Hazen -Williams
Water @ 60F (15.6C)
N/A for Hazen -Williams calculation.
N/A for Hazen -Williams calculation.
Flow (gpm)
Pressure (psi)
0
115
2732
96.6
Node at Source
Static Pressure
Residual
Pressure
Flow
Available
Pressure
Total Demand
Required Pressure
(psi)
(psi)
(gpm)
(psi)
(gpm)
(psi)
wi
115
96.6
2732
114.8
363.3
90.3
Hoses
Inside Hose Flow/ Standpipe Demand (gpm)
Outside Hose Flow (gpm)
Additional Outside Hose Flow (gpm)
Other (custom defined) Hose Flow (gpm)
....................................................................................
Total Hose Flow (gpm)
Sprinklers
Ovehead Sprinkler Flow (gpm) 263.3
InRack Sprinkler Flow (gpm) 0
Other (custom defined) Sprinkler Flow (gpm) 0
....................................................................................
Total Sprinkler Flow (gpm) 263.3
Other
Required Margin of Safety 10
W1 - Pressure (psi) 90.3
W 1 -Flow (gpm) 263.3
Demand w/o System Pump(s) N/A
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4f7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products
Page 4
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 1
I a SupplyO Supply; Safety Pressure ID System Demand I* Add. Out. Hose 0 Available At Source I
1
140+ - - 1 - - - - �_
114.6psi@363.3gp7m
CL
U)
110
1 OTD2
D3
3 G- -
ID 1
01
0
1000 1500
2000
Flow, gpm
S2
E93j`122
7— -7�j- ---7—
_M:
7
2500
300
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittaRCostal Community Bank
Date 4f7/2019 4-5-19\Costal Community Bank3D.dwg Page 5
Copyright@ 2002-2012 Tyco Fire Protection Products
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 1
Graph Labels
Label
Description
Values
Flow (gpm)
Pressure (psi)
S1
Supply point #1 -Static
0
115
S2
Supply point #2 - Residual
2732
96.6
Dl
Elevation Pressure
0
6.7
ID2
System Demand
263.3
90.3
ID3 ISystem
Demand + Add.Out.Hose
363.3
90.3
Curve Intersections & Safety Margins
Curve Name
Intersection
Safety Margin
Pressure (psi)
Flow (gpm)
Pressure (psi)
@ Flow (gpm)
Supply
-�upply;
114.7
302.4
24.3
363.3
Safety Pressure
103.2
284.7
12.8
363.3
Open Heads
Required
Calculated
Head Ref.
Head Type
Coverage
K-Factor
Density
Flow
Pressure
Density
Flow
Pressure
(ft2)
(gpm/psil/7)
(gpM/ft2)
(gpm)
(psi)
(gpM/ft2)
(gpm)
(psi)
101
Overhead
Sprinkler
108
5.6
0.1
10.8
7
0.156
16.9
9.1
102
Overhead
Sprinkler
108
5.6
0.1
10.8
7
0.144
15.6
7.7
103
Overhead
Sprinkler
108
5.6
0.1
10.8
7
0.138
14.9
7.1
104
Overhead
Sprinkler
108
5.6
0.1
10.8
7
0.137
14.8
7
105
Overhead
Sprinkler
120
5.6
0.1
12
7
0.155
18.6
11
106
Overhead
Sprinkler
20
5.6
0.1
12
7
0.142
17
9.2
107
Overhead
Sprinkler
120
5.6
0.1
12
7
0.136
16.3
8.5
108
Overhead
Sprinkler
20
5,6
0.1
12
7
0.135
16.2
8.3
109
Overhead
Sprinkler
84
5.6
0.1
8.4
7
0.198
16.7
8.9
110
Overhead
Sprinkler
120
5.6
0.1
12
7
0.14
16.8
9
ill
Overhead
Sprinkler
120
5.6
0.1
12
7
0.132
15.8
8
Overhead
Sprinkler
120
I
5.6
0.1
12
I
7
I
0.127
I
15.2
I
7.4
I
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4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6
113
Overhead
120
5.6
0.1
12
7
0.126
15.1
7.3
Sprinkler
114
Overhead
84
5.6
0.1
8.4
7
0.219
18.4
10.8
Sprinkler
115
Overhead
Sprinkler
84
5.6
0.1
8.4
7
0.21
17.6
9.9
116
Overhead
84
5.6
0.1
8.4
7
0.208
17.4
9.7
Sprinkler
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittaf\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 7
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Node Data
Node#
Hgroup
K-Fact.
Elev
x
Type
Fitting
Stat. Pres.
Coverage
Y
gpM/pSi'/2
ft
ft
psi
ft2
ft
104
HEAD
5.6
12.5
203.91
Overhead Sprinkler
0 1108
266.43
103
HEAD
5 6
12.5
203.91
Overhead Sprinkler
0
108
258.2
113
HEAD
5 6
12.5
184.88
Overhead Sprinkler
0
120
256.72
112
HEAD
5.6
10
12.5
184.88
Overhead Sprinkler
120
249.721
ill
HEAD
5.6
12.5
184.88
Overhead Sprinkler
0
120
237.72
102
HEAD
5.6
12.5
203.91
Overhead Sprinkler
0
108
245.98
108
HEAD
5.6
12.5
194.88
Overhead Sprinkler
10
120
261.721
107
HEAD
5.6
12.5
194.88
Overhead Sprinkler
0
120
249.72
110
HEAD
5.6
12.5
184.88
Overhead Sprinkler
0
120
225.72
106
HEAD
5.6
12.5
194.88
Overhead Sprinkler
10
120
237.721
101
HEAD
5.6
10
12.5
203.91
Overhead Sprinkler
108
233.89
109
HEAD
5.6
10
12.5
184.88
Overhead Sprinkler
84
214.72
116
HEAD
5.6
12.5
177.88
Overhead Sprinkler
0
84
249.72
115
HEAD
516
12.5
177.881
Overhead Sprinkler
0
84
237.72
105
HEAD
5 , 6
12.5
194.88
Overhead Sprinkler
10
120
225.72
114
HEAD
5.6
10
12.5
177.88
Overhead Sprinkler
84
225.72
575
NODE
21.77
203.91
Node
tee
0
266.43
574
NODE
21.77
203.91
Node
tee
0
258.2
019
NODE
22.23
184.88
Node
tee
10
256.72
017
NODE
22.23
184.88
Node
tee
0
249.72
570
NODE
21.77
203.91
Node
tee
0
245.98
015
NODE
22.23
184.88
Node
tee
10
237.72
595
NODE
21.99
194.88
Node
tee
0
261.72
593
NODE
21.99
194.88
Node
tee
0
1249.72
001
NODE
22.23
184.88
Node
I tee
10
214.72
File: C:\Users\yates\Documents\dwg2\bums\edmonds community bank\submittaF\Costal Community Bank
4-5-19\Gostal Community Bank3D.dwg
Date 4/7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Node Data
Node#
Hgroup
K-Fact.
Elev
x
Type
Fitting
Stat. Pres.
Coverage
Y
gpM/pSi'/2
ft
ft
psi
ft2
ft
010
NODE
22.23
184.88
Node
tee 10
225.721
567
NODE
21.77
203.91
Node
tee
0
233.89
589
NODE
21.99
194.88
Node
tee
0
237.72
049
NODE
22.4
177.88
Node
tee 10
249.721
Oil
NODE
22.23
184.88
Node
tee
0
229.58
046
NODE
22.4
177.88
Node
tee
0
237.72
053
NODE
22.4
177.88
Node
tee
10
225.721
041
NODE
22.4
177.88
Node
tee
0
229.58
601
NODE
21.99
194.88
Node
tee
0
225.72
587
NODE
21.99
194.88
Node
tee
10
229.581
025
NODE
21
177.88
Node
tee
0
229.58
024
NODE
21
184.88
Node
tee
0
229.58
563
NODE
21
203.91
Node
tee
10
229.581
562
NODE
21
194.88
Node
tee
0
229.58
058
NODE
21
193.13
Node
tee
0
229.58
361
NODE
153.8
Node
coupling
0
10
290.92
370-0
NODE
154.3
Node
coupling
0
2,28
291.78
370-1
NODE
2.11
154.3
Node
coupling
0
291.78
348
NODE
154.3
Node
coupling
0
0.5
291.781
351-0
NODE
-3
152.76
Node
coupling
0
299.94
351-1
NODE
-3
152.11
Node
coupling
0
300.32
352-0
NODE
-3
143.16
Node
coupling
0
305.441
352-1
NODE
-3
142.51
Node
coupling
0
305.81
wi
SUPPLY
141.78
Supply
0
1-3
306.22
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittaKCostal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4[7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Pipe Data
Pipe Ref.
Type
Start
End
Size
HWC
Length
Fittings
Eq.Len.
Total Len.
Schedule
Velocity
ft
ft
ft
ft/S
705
Drop
575
104
1
120
9.27
l(tee-Br);
5
14.27
40
5.5
548
Brline
574
575
1.25
120
8.24
l(tee-Run);
10
2.91
545
Brline
570
1574
1.25
120
112.21
2(tee-Run);
110
5.85
542
Brline
567
570
1.25
120
12.09
2(tee-Run);
10
8.9
539
Brline
563
567
1.25
120
5.08
2(tee-Br); l(tee-Run);
14.86
19.95
10
12.22
537
Cmain
562
563
2
120
9.03
l(tee-Run);
EF
5.23
536
Cmain
058
562
2
120
1.75
l(tee-Br);
13.64
15.39
EF
10.96
065
Cmain
361
058
2
120
99.59
4(tee-Run); l(coupling); 1 (tee -Br); 3
(90 ell);
34.1
133.68
EF
22.16
283
Cmain
370-0
361
2.5
120
8.64
l(tee-Run);1(coupling);1(90 ell);
6.4
15.03
EF
14.7
714
BFP
370-1
370-0
2.5
0
0.17
WILKINS 350A
0
291
Cmain
348
370-1
2.5
120
1.69
l(coupling);
EF
14.7
294
Cmain
351-0
348
4
140
15.21
l(coupling);2(90 ell);
24.56
39.77
D1350
5.82
716
VALVE
351-1
1351-014
0
10.75
Gate A2360
0
295
Cmain
1 352-0
351-1
4
140
110.31
l(coupling);
D1350
5.82
715
VALVE1352-1
352-0
4
0
0.75
Gate A2360
0
296
Cmain
W1
352-1
4
140
0.84
D1350
5*82
704
Drop
574
103
1
120
9.27
l(tee-Br);
5
14.27
140
5.54
588
Drop
019
1113
1
120
9.73
l(tee-Br),
5
14.73
40
5.6
016
Brline
017
019
1.25
120
17
2(tee-Run);
10
2.97
014
Brline
015
017
1,25
120
12
2(tee-Run);
10
5.95
Oil
Brline
Oil
015
1.25
120
8.13
l(tee-Run);l(tee-Br);
7.43
15.57
10
9.06
023
Brline
024
Oil
1.25
120
1.23
l(tee-Br),
7.43
8,67
110
15.64
055
Cmain
058
024
2
120
8.25
l(tee-Br);
13.64
21.88
EF
11.2
587
Drop
017
112
11
120
19.73
l(tee-Br);
5
14.73
40
5.64
703
Drop
570
102
1
120
9.27
l(tee-Br);
5
14.27
40
5.78
586
Drop
015
ill
1
120
9.73
l(tee-Br);
5
14.73
40
5.88
710
Drop
595
108
1
120
9.49
l(tee-Br);
5
14.49
140
6
566
Brline
593
595
1.25
120
12
2(tee-Run);
10
3.17
563
Brline
589
1593
1.25
120
112
2(tee-Run);
10
6.38
561
BrIine
587
589
1.25
120
8.13
l(tee-Run);l(tee-Br);
7.43
15.57
10
9.72
560
Brline
562
587
1.25
120
0.99
l(tee-Br);
7.43
8.42
10
13.37
709
Drop
593
107
1
120
9.49
l(tee-Br);
5
14.49
140
6.07
584
Drop
001
109
1
120
9.73
l(tee-Br);
5
14.73
40
6.19
006
Brline
010
1001
1.25
120
Ill
3(tee-Run);
10
3.27
010
Brline
011
010
1.25
120
3.87
l(tee-Br);
7.43
11.3
10
6.58
585
Drop
010
110
1
120
9.73
l(tee-Br);
5
14.73
40
6.25
702
Drop
567
101
1
120
9.27
l(tee-Br);
5
14.27
140
6.26
708
Drop
589
106
1
120
9.49
l(tee-Br);
5
14.49
40
6.31
593
Drop
049
1116
1
120
19.9
l(tee-Br);
5
14.9
40
6.48
044
Brline
046
049
1.25
120
12
2(tee-Run);
10
3.43
040
Brline
041
046
1.25
120
8.13
l(tee-Run);l(tee-Br);
7.43
15.57
10
6.89
039
Brline
025
041
1.25
120
1.4
l(tee-Br);
17.43
8.84
10
10.5
[024
Cmain
024
025
2
120
7
1 (tee-Ru n);
I
EF
4.5:L
File: C.-\Users\yates\Documents\dwg2\burns\edmonds community bank\submittar\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 10
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Pipe Data
Pipe Ref.
Type
Start
End
Size
HWC
Length
Fittings
Eq.Len.
Total Len.
Schedule
Velocity
ft
ft
ft
ft/S
592
Drop
046
115
1
120
9.9
1(tee-Br);
5
14.9
40
6.55
594
Drop
053
114
1
120
9.9
1(tee-Br);
5
14.9
40
6.82
050
1 Brline
1041
1053
11.251120
13.87
1 1(tee-Br);
7.43
11.3
110
13.61
711
1 Drop
1601
110-5-11
1120
19.49
1(tee-Br);
5
14.49
40
16.9
572
1 Brline
1587
1601
11.251120
13.87
1 1(tee-Br);
7.43
11.3
110
13.655
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittaRCostal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/712019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev I
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gPM/pSi1/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: I
104
12.5
5.6
14.8
1
lx(tee-Br)=5
9.27
120
7
575
21.77
14.8
1.049
5
0.0744
-4
14.27
1.1
575
21.77
0
1.25
8.24
120
4
574
21.77
14.8
1.442
0
0.0158
0
1
8.24
1 0.1
574
21.77
14.9
1.25
12.21
120
4.2
570
21.77
29.8
1.442
0
0.0575
0
12.21
0.7
570
21.77
15.6
1.25
12.09
120
4.9
567
21.77
45.3
1.442
0
0.1253
0
1
12.09
1.5
567
21.77
16.9
1.25
2x(tee-Br)=14.86
5.08
120
6.4
563
21
62.2
1.442
14.86
0.225
0.3
19.95
4.5
563
21
0
2
9.03
120
11.2
562
21
62.2
2.203
0
0.0286
0
1
1
9.03
0.3
562
21
68.1
2
lx(tee-Br)=13.64
1.75
120
11.5
058
21
130.3
2.203
13.64
0.1124
0
15.39
1.7
058
21
133.1
2
lx(tee-Br)=13.64
99.59
120
13.2
361
10
263.3
2.203
3x(90 ell)=20.46
34.1
0.4138
4.8
1
1
133.68
55.3
361
10
0
2.5
1x(90 ell)=6.4
8,64
120
73.3
370-0
2.28
263.3
2.705
6.4
0.1523
3.3
15.03
2.3
370-0
2.28
0
2.5
0.17
0
78.9
WILKINS
370-1
2.11
263.3
0
0
43.0182
0.1
350A
1
0.17
7.2
370-1
2.11
0
2.5
1.69
120
86.2
348
0.5
263.3
2.705
0
0.1523
0.7
1.69
0.3
348
0.5
0
4
2x(90 ell)=24.56
15.21
140
87.1
351-0
-3
263.3
4.3
24.56
0.012
1.5
1
39.77
0.5
351-0
-3
0
4
0.75
0
89.1
Gate A2360
351-1
-3
263.3
0
0
0.6923
0
0.75
0.5
351-1
-3
0
4
10.31
140
89.6
352-0
-3
263.3
4.3
0
0.012
0
1
10.31
1 0.1
352-0
-3
0
4
0.75
0
89.8
Gate A2360
352-1
-3
263.3
0
0
0.6923
0
0.75
0.5
352-1
-3
0
4
0.84
140
90.3
W1
-3
263.3
4.3
0
0.012
0
1
1
1 0.841
1 0.01
iW1 90.3
File: CAUsers\yates\Documents\dwg2\burns\edmonds community bank\submittaNCostal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 12
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gPM/PSi/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: 2
103
12.5
5.6
14.9
1
lx(tee-Br)=5
9.27
120
7.1
574
21.77
14.9
1.049
5
0.0755
1
-4
14.27
1.11
574 4.2
Path No: 3
113
12.5
5.6
15.1
1
lx(tee-Br)=5
9.73
120
7.3
019
22.23
15.1
1.049
5
0.077
-4.2
14.73
1.1
019
22.23
0
1.25
7
120
4.2
017
22.23
15.1
1.442
0
0.0164
0
7
0.1
017
22.23
15.2
1.25
12
120
4.3
015
22.23
30.3
1,442
0
0.0594
0
12
0.7
015
22.23
15.8
1.25
lx(tee-Br)=7.43
8.13
120
5
Oil
22.23
46.1
1.442
7.43
0.1294
0
1
15.57
2
Oil
22.23
33.5
1.25
lx(tee-Br)=7.43
1.23
120
7
024
21
79.6
1.442
7.43
0.3557
0.5
8.67
3.1
024
21
53.5
2
lx(tee-Br)=13.64
8.25
120
10.6�
058
21
133.1
2.203
13.64
0.1169
0
1
1
1
1
1 21.88,
1 2.6
058 13.2
Path No: 4
112
12.5
5.6
15.2
1
lx(tee-Br)=5
9.73
120
7.4
017
22.23
15.2
1.049
5
0.078
-4.2
14.73
1.1
�i17 4.3
Path No: 5
102
12.5
5.6
15.6
1
lx(tee-Br)=5
9.27
120
7.7
570
21.77
15.6
1.049
5
0.0815
-4
14.27
1.2
570 4.9
Path No: 6
ill
12.5
5.6
15.8
1
lx(tee-Br)=5
9.73
120
8
015
22.23
15.8
1.049
5
0.0841
-4.2
14.73
1.2
015 5
File: CAUsers\yates\Documents\dwg2\burns\edmonds community bank\submittarxCostal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 13
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev I
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpM/pSi/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: 7
108
12.5
5.6
16.2
1
lx(tee-Br)=5
9.49
120
8.3
595
21.99
16.2
1.049
5
0.0873
-4.1
14.49
1.3
595
21.99
0
1.25
12
120
5.5
593
21.99
16.2
1.442
0
0.0185
0
1
12
1 0.2
593
21.99
16.
1.25
12
120
5.7
589
21.99
32.5
1.442
0
0.0676
0
12
0.8
589
21.99
17
1.25
lx(tee-Br)=7.43
8.13
120
6.5
587
21.99
49.5
1.442
7.43
0.1475
0
1
1
1
15.57
2.3
587
21.99
18.6
1.25
lx(tee-Br)=7.43
0.99
120
8.8
562
21
68.1
1.442
7.43
0.2661
0.4
8.42
2.2
562 11.5
Path No: 8
107
12.5
5.6
16.3
1
lx(tee-Br)=5
9. 9
120
8.5
593
21.99
16.3
1.049
5
0.0892
-4.1
14.49
1.3
593 5.7
Path No: 9
109
12.5
5.6
16,7
1
lx(tee-Br)=5
9.73
120
8.9
001
22.23
16.7
1.049
5
0,0925
-4.2
14.73
1.4
001
22.23
0
1.25
11
120
6
010
22.23
16.7
1.442
0
0.0196
0
11,
1 0.21
010
22.23
16.8
1.25
lx(t e-Br)=7.43
3.87
120
6.2
Oil
22.23
33.5
1.442
7.43
0.0716
0
11.3
0.8
Oil 7
Path No: 10
110
12.5
5.6
16.8
1
lx(tee-Br)=5
.73
120
9
010
22.23]
16.8
1.049
5
0.0943
-4.2
14.73
1.4
010 6.2
Path No: 11
101
12.5
5.6 16.9
1
lx(tee-Br)=5
.27
120
9.1
567
21.77
16.9
1.049
5
0.0945
-4
14.27
1.31
567 6.4
File: C-\Users\yates\Documents\dwg2\burns\edmonds community bank\submittaRCostal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node I
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
I
frict (Pf)
(ft)
(gPM/PSi/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: 12
106
12.5
5.6
17
1
lx(tee-Br)=5
9.49
120
9.2
589
21.99
17
1.049
5
0,0961
-4.1
14.491
1.4
589 6.5
Path No: 13
116
12.5
5.6
17.4
1
lx(tee-Br)=5
9.9
120
9.7
049
22.4
17.4
1.049
5
0.1006
-4.3
14.9
1.5
049
22.4
0
1.25
12
120
6.9
046
22.4
17.4
1.442
0
0.0214
0
1
1
1
12
1 0.3
046
22.4
17.6
1.25
lx(tee-Br)=7.43
8.13
120
7.2
041
22.4
35.1
1.442
7.43
0.078
0
15.57
1.2
041
22.4
18.4
1.25
lx(tee-Br)=7,43
1.4
120
8.4
025
21
53.5
1.442
7.43
0.17
0.6
1
1
1
1
1
8.84
1 1.5
025
21
0
2
7
12
10.5
024
21
53.5
2.203
0
0.0216
0
7
0.2
024 10.6
Path No: 14
115
12.51
5.6
17.6
1
lx(tee-Br)=5
9.9
120
9.9
046
22.4
17.6
1.049
5
0.1028
-4.3
14.9
1.5
046 7.2
Path No: 15
114
12.5
5.6
18.4
1
lx(tee-Br)=5
9.9
120
10.8
053
22.4
18.4
1.049
5
0.1107
-4.3
14.9
1.7
053
22.4
0
1.25
lx(tee-Br)=7.43
3.87
120
8.1
041
22.4
18.4
1.442
7.43
0.0235
0
11.3.
0.3,
041 8.4
Path No: 16
105
12.5
5.6
18.6
1
lx(tee-Br)=5
9.49
120
11
601
21.99
18.6
1.049
5
0.1131
-4.1
14.49
1.6
601
21.99
0
1.25
lx(tee-Br)=7.43
3.87
120
8.5
587
21.99
18.6
1.442
7.43
0.024
0
11.3,
0.31
587 8.8
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4-5-19\Costal Community Bank3D.dwg
Date 417/2019 Copyright@ 2002-2012 Tyco, Fire Protection Products Page 15
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Plf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gPM/PSi1/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
• Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
• Maximum Velocity of 22.16 ft/s occurs in the following pipe(s): (361-058)
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction
loss per unit of length is calculated based upon the length and the curve -based loss/gain value. Internal ID and C Factor values
are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
solely on the curve data.
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4-5-19\Costal Community Bank3D.dwg
Date 417/2019 Gopyright 0 2002-2012 Tyco Fire Protection Products Page 16
Job: COSTAL COMMUNITY BANK Device Graphs
Pressure vs. Flow Function
Design Area: 1;
Supply Ref.: W1;
Supply Narne:W1
114.6 psi@ 363.3 gpm (263.39pm+100 gpm add. out.
hose)
I Cr
105:
..... ..
I w
J,
9 5.
9()-
go-
M
75'
70
0
M
65
5
0
60
.. .....
55
5
0
so
45
5
40
35
51
L
-1
V
3
1_1
25
if
20
j
15
0
o
Flow, gpm
Pressure Loss Function
Design Area: 1; BFP Ref.: 714 (WILKINS 350A, Size = 2.5); Inlet Node: 370-1; Outlet Node: 370-0
7.2psi@263.39pm
(n
Flow, gpm
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4-5-19\Costal Community Bank3D.dwg
Date 41712019 Copyright@ 2002-2012 Tyco Fire Protection Products
Page 17
Job: COSTAL COMMUNITY BANK
Device Graphs
IL
0.743
(D
U)
0
W
0.
0.243
Pressure Loss Function
Design Area: 1; Valve Ref.: 715 (Gate A2360, Size = 4); Inlet Node: 352-1; Outlet Node: 352-0
Flow, gpm
Pressure Loss Function
Design Area: 1; Valve Ref.: 716 (Gate A2360, Size = 4); Inlet Node: 351-1; Outlet Node: 351-0
0.5psi@�263.3gpm
1000�
Flow, gpm
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4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyfight @ 2002-2012 Tyco Fire Protection Products Page 18
Project Name: COSTAL COMMUNITY BANK
Drawing No. :
Design Areas
CALCULATION SUMMARY
Project Location: 123 3RD AVE S
City: EDMONDS, WA
Design Area
CaIc. Mode
Occupancy
Area of
Total Water
Pressure @
Min.
Min. Min.
Calculated
Hose
Margin To
Name
(Model)
Application
Source
Density
Pressure Flow
Heads
Streams
Source
W)
(gpm)
(psi)
(gpm/ft2)
(psi) (gpm)
#
(gpm)
(psi)
2
Demand (HW)
LH
1000
260.7
Required
0.103
7 14.8
10
100
74.9
39.9
............
STATE
RTro"HINGTON
F14MTE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
David Yates
2605-0898-C Level 3
Sums Fire Protection Systems inc.
BURNSFP841DU
4/7/19 t4r=zxpires;
!�.n!lurX Date
. ......................
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
Date 4/7/2019 4-5-19\Costal Community Bank3D.dwg
Copyright @ 2002-2012 Tyco Fire Protection Products
RECEIVED
APR 0 9 2G'A
BUILDING
Page 1
HYDRAULIC CALCULATIONS
for
Job Information
Project Name: COSTAL COMMUNITY BANK
Contract No. : City: EDMONDS, WA
Project Location: 123 3RD AVE S Date: 4/7/2019
Contractor Information
Name of Contractor:
Address: City:
Phone Number: E-mail:
Name of Designer:
Authority Having Jurisdiction:
Design
Remote Area Name
2
Remote Area Location
Main Floor
Occupancy Classification
LH
Density (gpm/ft2)
0.103
Area of Application (ft2)
1000
Coverage per Sprinkler (ft2)
144
Number of Calculated Sprinklers
10
In -Rack Demand (gpm)
0
Special Heads
Hose Streams (gpm)
100
Total Water Required (incl. Hose Streams) (gpm)
260.7
Required Pressure at Source (psi)
39.9
Type of System
Wet
Volume - Entire System (gal)
47.3 gal
Water Supply Information
Date 4/5/19
Location 123 3rd Ave S.
Source W1
Notes
Design area reduced for QR heads and 1 O'ceilings
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4-5-19\Costal Community Bank3D.dwg
Date 4f7/2019 Copyright 0 2002-2012 Tyco, Fire Protection Products
Page 2 0
Job: COSTAL COMMUNITY BANK Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 2
(Wimized Hvdraulic Simolified)
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Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products
Page 3
Job: COSTAL COMMUNITY BANK
Calculation Info
Calculation Mode
Hydraulic Model
Fluid Name
Fluid Weight, (lb/ft3)
Fluid Dynamic Viscosity, (lb-S/ft2)
Water Supply Parameters
Supply 1 : W1
Supply Analysis
Hydraulic Analysis for : 2
Demand
Hazen -Williams
Water @ 60F (15.6C)
N/A for Hazen -Williams calculation.
N/A for Hazen -Williams calculation.
Flow (gpm)
Pressure (psi)
0
115
2732
96.6
Node at Source
Static Pressure
Residual
Pressure
Flow
Available
Pressure
Total Demand
Required Pressure
(psi)
(psi)
(gpm)
(psi)
(gpm)
(psi)
W1
115
96.6
2732
114.9
260.7
39.9
Hoses
Inside Hose Flow/ Standpipe Demand (gpm)
Outside Hose Flow (gpm)
Additional Outside Hose Flow (gpm)
Other (custom defined) Hose Flow (gpm)
------------------------------------------------------------------------------------
Total Hose Flow (gpm)
Sprinklers
Ovehead Sprinkler Flow (gpm) 160.7
InRack Sprinkler Flow (gpm) 0
Other (custom defined) Sprinkler Flow (gpm) 0
....................................................................................
Total Sprinkler Flow (gpm) 160.7
Other
Required Margin of Safety 10
W1 - Pressure (psi) 39.9
W 1 -Flow (gpm) 160.7
Demand wto System Pump(s) N/A
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4-5-19\Costal Community Bank3D.dwg
Date 417/2019 Copyright@ 2002-2012 Tyco Fire Protection Products
Page 4
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 2
Ia Supply 0 Supply; Safety Pressure * System Demand I* Add. Out. Hose 0 Available At Source I
150
4-
140 1
L
114.8 psi @ 260.7 gpm
110
S2
100
CL 90
-7-- —7 7�- -7-77-7
T 80 77-
70::
6
(L
D 2
4 D3
3S-
20
Di
0
0 1000 1500 2000 2500 3000
Flow, gpm
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Date 4/7/2019 4-5-19\Costal Community Bank3D.dwg Page 5
Copyright Q 2002-2012 Tyco Fire Protection Products
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 2
Graph Labels
Label
Description
Values
Flow (gpm)
Pressure (psi)
S1
Supply point #1 -Static
0
115
S2
Supply point #2 - Residual
2732
96.6
.D1
Elevation Pressure
0
1.6
ID2
I System Demand
160.7
39.9
ID3
ISystem Demand + Add.Out.Hose
260.7
39.9
Curve Intersections & Safety Margins
Curve Name
Intersection
Safety Margin
Pressure (psi)
Flow (gpm)
Pressure (psi)
@ Flow (gpm)
Supply
'�upply;
114.7
288.6
74.9
260.7
Safety Pres sure
103.3
272.4
63.4
260.7
Open Heads
Required
Calculated
Head Ref.
Head Type
Coverage
K-Factor
Density
Flow
Pressure
Density
Flow
Pressure
(ft2)
(gpm/psil/z)
(gpm/ft2)
(gpm)
(psi)
(gpM/ft2)
(gpm)
(psi)
201
Overhead
Sprinkler
144
5.6
0.1
14.4
7
0.103
14.8
7
202
Overhead
Sprinkler
144
5.6
0.1
14.4
7
0.105
15.1
7.3
203
Overhead
Sprinkler
120
5.6
0.1
12
7
0.13
15.6
7.8
204
Overhead
Sprinkler
120
5.6
0.1
12
7
0.14
16.8
9
205
Overhead
80
5.6
0.1
8
7
0.214
17.1
9.3
Sprinkler
206
Overhead
Sprinkler
96
5.6
0.1
9.6
7
0.18
17.3
9.5
207
Overhead
120
5.6
0.1
12
7
0.134
16
8.2
Sprinkler
208
Overhead
Sprinkler
120
5.6
0.1
12
7
0.144
17.3
9.5
209
Overhead
80
5.6
0.1
1
8
7
0.19
15.2
7.4
Sprinkler
210
Overhead
1 Sprinkler
96
I
5.6
0.1
I
9.6
I
7
I
0.16
I
15.4
I
7.5
I I
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4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Node Data
Node#
Hgroup
K-Fact,
Elev
x
Type
Fitting
Stat. Pres.
Coverage
y
gpm/psil/2
ft
ft
psi
ft2
ft
201
HEAD
5.6
0.75
159.22
Overhead Sprinkler
0
144
216.261
202
HEAD
5.6
0.75
155.22
Overhead Sprinkler
10
144
228.26
209
5.6
0.75
141.03
Overhead Sprinkler
HEAD
0
so
215.22
203
5.6
0.75
155.22
Overhead Sprinkler
HEAD
0
120
238.261
207
5.6
0.75
143.22
Overhead Sprinkler
HEAD
10
120
238.26
204
HEAD
5.6
0.75
155.22
Overhead Sprinkler
0
120
250.26
208
HEAD
5 , 6
0.75
143.22
Overhead Sprinkler
0
120
250.261
210
HEAD
5.6
0.75
141.03
Overhead Sprinkler
10
96
225.22
206
HEAD
5.6
0.75
149.03
Overhead Sprinkler
0
96
225.22
205
HEAD
5 , 6
0.75
149.03
Overhead Sprinkler
0
80
215.221
062
NODE
10.5
160.22
Node
tee
10
216.26
055
NODE
10.5
157.22
Node
tee
0
228.26
003
NODE
10.5
141.97
Node
tee
0
215.22
007
NODE
10.5
141.97
Node
tee
10
225.22
050
NODE
10.5
157.22
Node
tee
0
238.26
014
NODE
10.5
141.97
Node
tee
0
238.261
045
NODE
10.5
157.22
Node
tee
10
250.26
038
NODE
10.5
149.53
Node
tee
0
215.22
018
NODE
10.5
141.97
Node
tee
0
250.261
034
NODE
10.5
149.53
Node
tee
0
225.22
042
NODE
jo
10.5
157.22
Node
tee
257.83
028
NODE
10.5
149.53
Node
tee
0
257.831
021
NODE
141.97
Node
tee
0
10.5
257.83
027
NODE
146.73
Node
I tee
10
10.5
257.83
361
NODE
1couplinglo
10
153.8
Node
290.92
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4-5-19\Gostal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 7
Job: COSTAL COMMUNITY BANK
Node Data
Node#
Hgroup
K-Fact.
Elev
x
Type
Fitting
Stat. Pres.
Coverage
Y
gpM/pSi'/2
ft
ft
psi
ft2
ft
370-0
NODE
2.28
154.3
Node
coupling
0
291.78
370-1
NODE
2.11
154.3
Node
coupling
0
291.78
348
NODE
0.5
154.3
Node
coupling
0
291.78
351-0
NODE
-3
152.76
Node
coupling
0
299.94.
351-1
NODE
-3
152.11
Node
coupling
0
300.32
352-0
NODE
-3
143.16
Node
coupling
0
305.44
352-1
NODE
-3
142,51
Node
couping
0
305.81
wi
SUPPLY
-3
141.78
Supply
0
306.22
Hydraulic Calculations / Fluid Delivery Time Analysis
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4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 8
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Pipe Data
Pipe Ref.
Type
Start
End
Size
HWC
Length
Fittings
Eq.Len.
Total Len.
Schedule
Velocity
ft
ft
ft
ft/s
049
Brline
062
201
1
120
17
l(Flex-48");1(tee-Br);
5
22
40
5.5
044
Brline
055
062
1.25
120
15
3(tee-Run);2(90 ell);
7.43
22,43
10
2.91
040
Brline
050
1055
1.251120
.10
2(tee-Run);
110
5.88
037
Brline
045
050
1.25
120
12
2(tee-Run);
110
8.95
034
Brline
042
045
1.25
120
7.57
1(tee-Run);1(tee-Br);
7.43
15
10
12.25
032
Cmain
028
042
2
120
7.7
1(tee-Run);
EF
5.25
019
Cmain
027
028
2
120
2.8
l(tee-Br),
13.64
16.44
EF
8.14
469
Cmain
361
027
2
120
43.012
1 (coupling); 5 (tee- Run); 2 (tee -Br); 1
(90 ell);
34.1
77.11
EF
13.52
471
Cmain
370-0
361
2.5
120
8.64
1 (tee -Run); 1 (coupling); 1(90 ell);
6.4
15.03
EF
8.97
714
BFP
370-1
370-0
2.5
0
0.17
WILKINS 350A
0
479
Cmain
348
370-1
2.5
120
1.69
1(coupling);
EF
8.97
482
Cmain
351-0
348
4
140
15.21
1 (coupling); 2(90 ell);
24.56
39.77
D1350
3.55
716
1 VALVE
351-1
1351-0
4
10
10.75
Gate A2360
0
483
Cmain
352-0
351-1
4
140
10.31
1(coupling);
D1350
3.55
715
VALVE
352-1
352-0
4
0
0.75
Gate A2360
0
484
Cmain
W1
352-1
4
140
0.84
D1350
3.55
043
Brline
055
202
1
120
17
l(Flex-48"); 1(tee-6r);
5
22
40
5.61
001
Brline
003
1209
1
1120
117
l(Flex-48"); 1(tee-Br);
5
22
40
5.66
003
Brline
007
003
1.25
120
10
3(tee-Run);
110
2.99
007
Brline
014
007
1.25
120
13.04
2(tee-Run)',
10
6.01
010
Brline
018
014
1.25
120
12
2(tee-Run);
10
9.16
012
Brline
021
018
11.25
120
7.57
1(tee-Run); 1(tee-Br);
7.43
15
10
12.55
016
Cmain
027
021
2
120
14.76
1(tee-Run); 1(tee-Br);
13.64
18.39
EF
5.38
006
Brline
007
210
1
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
5.71
039
Brline
050
203
1
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
5.79
583
Brline
014
207
1
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
5.95
036
Brline
045
1204
11
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
6.24
030
Brline
jine
038
205
1
1120
117
l(Flex-48"); 1(tee-Br);
5
22
40
6.36
027
Brl
034
038
1.25
120
10
3(tee-Run);
110
3.36
020
Brline
028
034
1.25
120
32.61
3(tee-Run); 1(tee-Br);
7.43
40.04
10
6.76
582
Brline
018
208
1
120
17
1 1(Flex-48");1(tee-Br);
15
22
40
16.41
026
Brline
1034
1206
1
120
17
1(Flex-48");1(tee-Br);
15
22
40
16.41
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4-5-19\Costal Community Bank3D.dwg
Date 4f7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 9
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(9Pn1/PSi/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: I
201
0.75
5.6
14.8
1
lx(tee-Br)=5
17
120
7
Flex-48"
062
10.5
14.8
1.049
5
0.0744
-4.2
22
1.6
062
10.5
0
1.25
2x(90 ell)=7.43
15
120
4.4
055
10.5
14.8
1.442
7.43
0.0158
0
1
1
1
22.43
1
0.4
055
10,5
15.1
1.25
10
120
4.8
050
10.5
29.9
1.442
0
0.0581
0
10
0.6
050
10.5
15.6
1.25
12
120
5.3
045
10.5
45.5
1.442
0
0.1264
0
1
1
1
12
1 i's
045
10.5
16.8
1.25
lx(tee-Br)=7.43
7.57
120
6.9
042
10.5
62.4
1.442
7.43
0.2262
0
15
3.4
042
10.5
0
2
7.7
120
10.3
028
10.5
62.4
2,203
0
0.0287
0
1
1
7.7
1 0.2
028
10.5
34.4
2
lx(tee-Br)=13.64
2.8
120
10.5
027
10.5
96.8
2.203
1164
0.0648
0
16.44
1.1
027
10.5
63.9
2
2x(tee-Br)=27.28
43.02
120
11.5
361
10
160.7
2.203
1x(90 ell)=6.82
34.1
0.1657
0.2
1
1
77.11
1 12.8
361
10
0
2.5
1x(90 ell)=6.4
8.64
120
24.5
370-0
2.28
160.7
2.705
6.4
0.061
3.3
15.03
0.9
370-0
2.28
0
2.5
0.17
0
28.8
WILKINS
370-1
2.11
160.7
0
0
45.3506
0.1
350A
1
0.17
7.6
370-1
2.11
0
2.5
1.69
120
36.4
348
0.5
160.7
2.705
0
0.061
0.7
1.69
0.1
348
0.5
0
4
2x(90 ell)=24.56
15.21
140
37.2
351-0
-3
160.7
4.3
24.56
0,0048
1.5
1
39.77
0.2
351-0
-3
0
4
0.75
0
38.9
Gate A2360
351-1
-3
160.7
0
0
0.5954
0
0.75
0.4
351-1
-3
0
4
10.31
140
39.4
352-0
-3
160.7
4.3
0
0.0048
0
1
1
10.31
1 0.0
352-0
-3
0
4
0.75
0
39.4
Gate A2360
352-1
-3
160.7
0
0
0.5954
0
0.75
0.4
352-1
-3
0
4
0.84
140
39.9
Wi
-3
160.7
4.3
0
0.0048
0
1
1
1
0.841
1 01
W1 39.9
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4-5-19\Costal Community Bank3D.dwg
Date 4/712019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 10
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpm/psil/z)
(gpm)
(in)
(ft)
(psi)
(psi)
Path No: 2
202
0.751
5.6
15.1
1
17
120
7.3
Flex-48"
055
10.5
15.1
1.049
llx(tee-Br)=5
5
0.0773
-4.2
1
221
1.7
055 4.8
Path No: 3
209
0.75
5.6
15.2
1
lx(tee-Br)=5
17
120
7.4
Flex-48"
003
10.5
15.2
1.049
5
0.0783
-4,2
22
1.7
003
10.5
0
1.25
10
120
4.9
007
10.5
15.2
1.442
0
0.0166
0
1
1
1
10
1 0.2
007
10.5
15.4
1.25
13.04
120
5.1
014
10.5
30.6
1.442
0
0.0606
0
13.04
0.8
014
10.5
16
1.25
12
120
5.9
018
10.5
46.6
1.442
0
0.1321
0
1
1
12
1 1�6
018
10.5
17.3
1.25
lx(tee-Br)=7.43
7.57
120
7.4
021
10.5
63.9
1.442
7.43
0.2366
0
15
3.6
021
10.5
0
2
lx(tee-Br)=13.64
4.76
120
027
10.5
63.9
2.203
13.64
0.03
0
18.39
0.6
027 11.5
Path No: 4
210
0.75
5.6
15.4
1
lx(tee-Br)=5
17
120
7.5
Flex-48'
007
10.5
15.4
1.049
5
0.0797
-4.2
22
1.8
007 5.1
Path No: 5
203
0.75
5.6
15.6
1
lx( ee-Br)=5
17
120
.8
Flex-48'
050
10.5
15.6
1.049
5
0.0819
-4.2
22
1.8
050 5.3
Path No: 6
207
0.75
5.6
16
1
lx( ee-Br)=5
17
120
8.2
Flex-48'
014
10.5
16
1.049
5
0.086
-4.2
22
1.9
014 5.9
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Date 4/7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11
Job: COSTAL COMMUNITY BANK
PIPE INFORMATION
Hydraulic Calculations
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Plf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gPM/pSi/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: 7
204
0.75
5.6
16.8
1
lx(tee-Br)=5
17
120
9
Flex-48"
045
10.5
16.8
1.049
5
0.0941
-4.2
22
2.1
045 6.9
Path No: 8
205
0.75
5.6
17.1
1
lx(tee-Br)=5
17
120
9.3
Flex-48"
038
10.5
17.1
1.049
5
0.0972
-4.2
22
2.1
038
10.5
0
1.25
10
120
7.3
034
10.5
17.1
1.442
0
0.0206
0
1
1 1
1
1
1 101
1 0.21
034
10.5
17.3
1.25
lx(tee-Br)=7.43
32.61
12
7.5
028
10.5
34.4
1.442
7.43
0.0752
0
40.04
3
028 10.5
Path No: 9
208
0.75
5.6
17.3
1
lx(tee-Br)=5
17
120
9.5
Flex-48"
018
10.5
17.3
1.049
5
0.0987
-4.2
22
2.2
018 7.4
Path No: 10
206
0.75
5.6
17.3
1
lx(tee-Br)=5
17
120
9.5
lex-48"
034
10.5
17.3
1.049
5
0.0989
-4.2
22
2.2
034 7.S
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 13.52 ft/s occurs in the following pipe(s): (361-027)
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction
loss per unit of length is calculated based upon the length and the curve -based loss/gain value. Internal ID and C Factor values
are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
solely on the curve data.
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4-5-19\Costal Community Bank3D.dwg
Date 417/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 12
1
Job: COSTAL COMMUNITY BANK Device Graphs
Pressure vs. Flow Function
Design Area: 2; Supply Ref.: W1; Supply Narne:W1
14.8 psi @ 260.7gpm (160.7gpm+100gpm add. out. hose)
------------
0
9
0 A-
85
80
75
70 --- — -----
65
4) 60
55
(L
5 j-
45
40
35
30 4 - —
25
20
5
10
5
0
Flow, gpm
8
7
6
0 5
CL
4
3
2
1
0
Pressure Loss Function
Design Area: 2; I3FP Ref.: 714 (WILKINS 350A, Size = 2.5); Inlet Node: 370-1; Outlet Node: 370-0
7.6 PSI @ 160.7
0 0
Flow, gpm
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Date 417/2019 Copyright @ 2002-2012 Tyco Fire Protecfion Products Page 13
Job: COSTAL COMMUNITY BANK
Device Graphs
C�
U)
U)
0.741
0.243
Pressure Loss Function
Design Area: 2; Valve Ref.: 715 (Gate A2360, Size = 4); Inlet Node: 352-1; Outlet Node: 352-0
Flow, gpm
Pressure Loss Function
Design Area: 2; Valve Ref.: 716 (Gate A2360, Size = 4); Inlet Node: 351-1; Outlet Node: 351-0
0.4 psi @ 160.7 gp
........ . .......
.................................... ................................................ .
Flow, gpm
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4-5-19\Costal Community Bank3D.dwg
Date 417/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 14
Project Name: COSTAL COMMUNITY BANK
Drawing No. :
Design Areas
CALCULATION SUMMARY
Project Location: 123 3RD AVE S
City: EDMONDS, WA
Design Area
Ca1c. Mode
Occupancy
Area of
Total Water
Pressure @
Min.
Min.
Min.
Calculated
Hose
Margin To
Name
(Model)
Application
Source
Density
Pressure
Flow
Heads
Streams
Source
W)
(gpm)
(psi)
(gpM/ft2)
(psi)
(gpm)
#
(gpm)
(psi)
4
Demand (HW)
OH1
1000
511.7
Required
87.3
0.15
10.3
18
12
250
26.9
fi"HINGTON STAT6
CE FICATE OF COMPETENCY
FIRE PA CTIO" SPRINKUR SYSTEMS;
David Yates
2606-0698-C Level 3
Sums Fire Protection Systems inc.
SURNSFPS41DU
4/7/19
SignaturW -08te
0 01A . . . . . . . . . . . . . . . . . . . . . . . .
C7r-
File: C:\Users\yates\Documents\dwg2Nburns\edmonds community bank\submittaRCostal Community Bank
Date 4/7/2019 4-5-19\Costal Community Bank3D.dwg
Copyright@ 2002-2012 Tyco Fire Protection Products
RECENEDw
APR 0 9 2019
BUILDING
Page I
HYDRAULIC CALCULATIONS
for
Job Information
Project Name: COSTAL COMMUNITY BANK
Contract No. : Citv: EDMONDS WA
Project Location: 123 3RID AVE S
Date: 4/7/2019
Contractor Information
Name of Contractor:
Address: City:
Phone Number: E-mail:
Name of Designer:
Authority Having Jurisdiction:
Design
Remote Area Name
4
Remote Area Location
Basement Pendant Heads
Occupancy Classification
01-11
Density (gpm/ft2)
0.15
Area of Application (ft2)
1000
Coverage per Sprinkler (ft2)
130
Number of Calculated Sprinklers
12
In -Rack Demand (gpm)
0
Special Heads
Hose Streams (gpm)
250
Total Water Required (incl. Hose Streams) (gpm)
511.7
Required Pressure at Source (psi)
87.3
Type of System
Wet
Volume - Entire System (gal)
51.6 gal
Water Supply Information
Date
4/5/19
Location 123 3rd Ave S.
Source W11
Notes
Reduced for quick response heads and 7'110" ceilings
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Date 417/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 2
Job: COSTAL COMMUNITY BANK
Date 4/7/2019
Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 4
(0t)timized Hvdraulic SimDlified)
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Copyright@ 2002-2012 Tyco Fire Protection Products
Page 3
Job: COSTAL COMMUNITY BANK
Calculation Info
Calculation Mode
Hydraulic Model
Fluid Name
Fluid Weight, (lb/ft3)
Fluid Dynamic Viscosity, (lb.S/ft2)
Water Supply Parameters
Supply 1 : W 1
Supply Analysis
Hydraulic Analysis for: 4
Demand
Hazen -Williams
Water @ 60F (15.6C)
N/A for Hazen -Williams calculation.
N/A for Hazen -Williams calculation.
Flow (gpm)
Pressure (psi)
0
115
2732
96.6
Node at Source
Static Pressure
Residual
Pressure
Flow
Available
Pressure
Total Demand
Required Pressure
(psi)
(psi)
(gpm)
(psi)
(gpm)
(psi)
W1
115
96.6
2732
114.8
511.7
87.3
Hoses
Inside Hose Flow/ Standpipe Demand (gpm)
Outside Hose Flow (gpm)
Additional Outside Hose Flow (gpm)
Other (custom defined) Hose Flow (gpm)
....................................................................................
Total Hose Flow (gpm)
Sprinklers
Ovehead Sprinkler Flow (gpm) 261.7
InRack Sprinkler Flow (gpm) 0
Other (custom defined) Sprinkler Flow (gpm) 0
....................................................................................
Total Sprinkler Flow (gpm) 261.7
Other
Required Margin of Safety 10
W1 - Pressure (psi) 87.3
W1 - Flow (gpm) 261.7
Demand wto System Pump(s) N/A
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Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 4
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 4
0 Supply 0 Supply; Safety Pressure 1* System Demand I* Add. Out. Hose 0 Available At Source
150
1401
114.2 psi @ 511.7 gpmb
110--
S2
f :9:3:., 12 2
10
D2
90"
D3
(D
8
U)
70
U)
QD)
Lm
gal.
6
50
4
3
1.7
2
4
D1
7
o
0 1000
1500
2000 2500 3000
Flow, gpm
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Date 4/7/2019 4-5-19\Costal Community Bank3D.dwg Page 5
Copyright (D 2002-2012 Tyco Fire Protection Products
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 4
Graph Labels
Label
Description
Values
Flow (gpm)
Pressure (psi)
S1
Supply point #1 -Static
0
115
S2
Supply point #2 - Residual
2732
96.6
.D1
Elevation Pressure
0
0
1 D2
Isystern Demand
261.7
87.3
ID3
I System Demand + Add.Out.Hose
511.7
87.3
Curve Intersections & Safety Margins
Curve Name
Intersection
Safety Margin
Pressure (psi)
Flow (gpm)
Pressure (psi)
@ Flow (gpm)
Supply
'�upply;
114.7
303.3
26,9
511.7
Safety Pressure
103.2
286.5
15.5
511.7
Open Heads
Required
Calculated
Head Ref,
Head Type
Coverage
K-Factor
Density
Flow
Pressure
Density
Flow
Pressure
(ft2)
(gpm/psil/z)
(gpm/ft2)
(gpm)
(psi)
(gpM/ft2)
(gpm)
(psi)
401
Overhead
130
5.6
0.1
13
7
0.233
30.3
29.3
Sprinkler
402
Overhead
Sprinkler
113
5.6
0.1
11.3
7
0.18
20.3
13.2
403
Overhead
Sprinkler
64
5.6
0.15
9.6
7
0.321
20.5
13.5
404
Over -head
Sprinkler
120
5.6
0.15
is
10.3
0.176
21.1
14.2
405
Overhead
Sprinkler
120
5.6
0.15
is
10.3
0.189
22,7
16.4
406
Overhead
Sprin ler
96
5.6
0.15
14.4
7
0.268
25.7
21.1
407
Overhead
Sprinkler
120
5.6
0.15
is
10.3
0.15
18
10.3
408
Overhead
Sprinkler
96
5.6
0.15
14.4
7
0.259
24.8
19.7
409
Overhead
96
5.6
0.15
14.4
7
0.189
18.1
10.5
Sprinkler
410
Overhead
Sprinkler
96
5.6
0.15
14.4
7
0.193
18.6
11
411
Overhead
Sprinkler
120
5.6
0.15
18
10.3
0.165
19.8
12.5
412
Overhead
Sprinkler
120
5.6
I
0.15
18
I
10.3
0.181
21.7
15.1
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4-5-19\Gostal Community Bank3D.dwg
Date 417/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Node Data
Node#
Hgroup
K-Fact.
Elev
x
Type
Fitting
Stat. Pres.
Coverage
Y
gpm/psil/2
ft
ft
psi
ft2
ft
407
56
-3
141.51
Overhead Sprinkler
0
120
216.051
409
HEAD
5.6
-3
141.22
Overhead Sprinkler
10
96
222.47
410
H AD
5 , 6
-3
141.22
Overhead Sprinkler
0
96
230.47
411
HEAD
5.6
-3
141.22
Overhead Sprinkler
0
120
240.49.
404
5.6
-3
149.49
Overhead Sprinkl er
HEAD
120
236.59
402
HEAD
5.6
-3
151.05
Overhead Sprinkler
0
113
216.97
403
HEAD
5 , 6
-3
151.05
Overhead Sprinkler
0
64
228.341
412
HEAD
5.6
-3
141.22
Overhead Sprinkl er
10
120
250.49
405
HEAD
5.6
-3
149.49
Overhead Sprinkler
0
120
248.59
408
HEAD
5 , 6
-3
141.74
Overhead Sprinkler
0
96
258.491
406
HEAD
5.6
-3
149.74
Overhead Sprinkler
10
96
260.59
401
HEAD
5.6
-3
159.05
Overhead Sprinkler
0
130
216.97
004
NODE
-2.13
139.22
Node
tee
0
216.051
008
NODE
-2.13
139.22
Node
tee
10
222.47
012
NODE
-2.13
139.22
Node
tee
0
230.47
022
NODE
-2.13
139.22
Node
tee
0
240.49
052
NODE
-2.13
149.22
Node
tee
10
216.97
047
NODE
-2.13
149.221
Node
tee
0
228.34
043
NODE
-2.13
149.22
Node
tee
0
236.59
026
NODE
-2.13
139.22
Node
tee
10
250.49
036
NODE
-2.13
149.22
Node
tee
0
248.591
029
NODE
-2.13
139.22
Node
tee
0
256.5
031
NODE
-2.13
141.22
Node
tee
0
256.5
060
NODE
-2.13
149.22
Node
tee
0
260,591
035
NODE
-2.13
149.221
Node
tee
0
256.5
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4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright Q 2002-2012 Tyco, Fire Protection Products Page 7
Job: COSTAL COMMUNITY BANK
Node Data
Node#
Hgroup
K-Fact.
Elev
x
Type
Fitting
Stat. Pres.
Coverage
Y
gpM/pSil/2
ft
ft
psi
ft2
ft
072
NODE
-3.5
149.69
Node
90 ell
10
256.5
611
NODE
-2.96
157.8
Node
tee
0
216.971
540
NODE
-3.5
157.8
Node
tee
0
262.44
073
NODE
-3.5
154.33
Node
tee
10
264.47
361
NODE
10
153.8
Node
coupling
0
290.921
370-0
NODE
2.28
154.3
Node
coupling
0
291.78
370-1
NODE
2.11
154.3
Node
coupling
0
291.78
348
NODE
0.5
154.3
Node
coupling
0
291.781
351-0
NODE
-3
152.76
Node
coupling
0
299.94
351-1
NODE
-3
152.11
Node
coupling
0
300.32
352-0
NODE
-3
143.16
Node
coupling
0
305.441
352-1
NODE
-3
142.51
Node
coupling
0
305.81
wi
SUPPLY
141.78
1 supply
10
1-3
306.22
Hydraulic Calculations / Fluid Delivery Time Analysis
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Date 4/7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Pipe Data
Pipe Ref.
Type
Start
End
Size
HWC
Length
Fittings
Eq.Len.
Total Len.
Sched
Velocity
ft
ft
ft
ft/S
001
Brline
004
407
1
120
17
l(Flex-48"); 1(tee-Br);
5
22 140
6.68
003
Brline
008
004
1.25
120
6.42
2(tee-Run);
10
3.S4
005
Brline
012 1008
11.25
120 IS
2(tee-Run);
10
7.09
007
Brline
022
012
1.25
120
10.01
2(tee-Run);
10
10.74
010
Brline
026
022
1.25
120
10
2(tee-Run);
10
14.63
012
Br -line
029
026
1.25
120
6.01
1(tee-Br);
7.43
13.44 110
18.9
014
Cmain
031
029
2
120
2
1(tee-Run);
EF
8.1
018
Cmain 1035
1031
2
120
18
1 1(tee-Run);
EF
10.19
046
Cmain
072
035
2
120
1.84
2(90 ell);
13.64
15.48
EF
19.47
047
cmain
073
072
2
120
9.23
1(tee-Br);
12.31
121.53
10
20.31
053
Cmain
361
073
2
120
4936
3(tee-Ru n); 1 (coupling); 2 (tee-B r); 2
(90 ell);
40.92
90.67
EF
22.02
271
Cmain
370-0.361
2.5
.120
.8.64
1(tee-Run); 1 (coupling); 1(90 ell);
6.4
15.03
EF
14.61
714
BFP
370-1
370-0
2.5
0
0.17
WILKINS 350A
0
279
Cmain
348
370-1
2.5
120
1.69
1(coupling);
EF
14.61
282
Cmain
351-0
348
4
140
15.21
1 (coupling); 2(90 ell);
24.56
39.77
D1350
5.78
716
VALVE
351-1
351-0
4
0
0.75
Gate A2360
0
283
Cmain
352-01351-1
4
1140
110.31
1(coupling);
D1350
5.78
715
VALVE
352-1
352-0
4
0
0.75
Gate A2360
0
284
Cmain
W1
352-1
4
140
0.84
D1350
5.78
581
Brline
022
411
1
120
17
lfflex-48");1(tee-Br);
5
22
140
7.34
583
Brline
008
409
1
120
17
l(Flex-48");1(tee-13r);
5
22
40
6.72
031
Brline
043
1
404
1
120
117
l(Flex-48"); 1(tee-Br);
5
22
40
7.82
020
Brline
036
043
1.25
120
112
2(tee-Run);
10
12.17
019
Brline
035
036
1.25
120
7.91
1(tee-Br);
7.43
15.34
10
16.62
582
Brline
012
410
1
120
17
I(Flex-48"); 1(tee-Br);
5
22
140
6.89
580
Brline
026
1412
1
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
8.07
032
Brline
036
036
405
1
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
8.42
029
Brline
0 52
052
402
1
1120
117
l(Flex-48"); 1(tee-Br);
5
22
40
7.55
025
Brline
047
0 r47
052
1.25
120
11.37
3(tee-Run);
10
4
023
Brline
043
043
047
1.25
120
8.24
2(tee-Run);
110
8.03
030
Brline
047
1403
1
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
7.63
015
Brline
031
408
1
120
18.99
2(tee-Br); l(Flex-48");
10
28.99
40
9.22
044
Brline
060
406
11
120
117
l(Flex-48"); 1(tee-Br);
5
22
40
9.54
033
Brline
035
060
1.25
120
4.09
1(tee-Run); 1(tee-Br);
7.43
11.52
10
5.05
575
Brline
611
401
1
120
17
l(Flex-48"); 1(tee-Br);
5
22
40
11.25
1558
Brline
611
1.25
120
46.02
- -T-ee-Run)
j1(tee-Br);11(tee-Run);1(90 ell);
11.15
57.16
10
15.96
1515
Cmain
540
2
120
4.02
1(t
EF
12.55
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittaRCostal Community Bank
4-5-19\Gostal Community Bank3D.dwg
Date 417/2019 Copyright@ 2002-2012 Tyco, Fire Protection Products Page 9
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node I
Elev I
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
RIF per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gPn1/PSi/2)
(gpm)
(in)
(ft)
(psi)
(psi)
Path No: 1
407
-3
5.6
18
1
lx(tee-Br)=5
17
120
10.3
Flex-48"
004
-2.13
18�
1.049
5
0.1067
-0.4
22
2.3
004
-2.13
0
1.25
6.42
120
12.3
008
-2.13
18
1.442
0
0.0227
0
1
1
6.42
1
0.1
008
-2.13
18.1:
1.25
8
120
12.4
012
-2.13
36.1
1.442
0
0.0822
0
8
0.7
012
-2.13
18.6
1.25
10.01
120
13.1
022
-2.13
54.7
1.442
0
0.1773
0
10.01
1.8
022
-2.13
19.8i
1.25
10
120
14�9
026
-2.13
74.4
1.442
0
0.314
0
10
3.1
026
-2.13
21.7
1.25
lx(tee-Br)=7.43
6.01
120
18
029
-2.13
96�2
1,442
7.43
0.5047
0
1
13.44
6,8
029
-2.13
0
2
2
120
24.8
031
-2.13
96.2
2.203
0
0.0641
0
2
0.1
031
-2.13
24.8
2
8
120
24.9
035
-2.13
121
2.203
0
0.0981
0
8
1
0.8
035
-2.13
110.3
2
2x(90 ell)= 13.64
1.84
120
25.7
072
-3.5
231.3
2.203
13.64
0.3256
0.6
1
15.48
5
072
-3.5
0
2
lx(tee-Br)=12.31
9.23
120
31.4
073
-3.5
231.3
2.157
12.31
0.3608
0
21.53
1 7.8
073
-3.5
30.3
2
2x(tee-Br)=27.28
49.76
120
39.1
361
10
261.7
2.203
2x(90 ell)=13.64
40,92
0.409
-5.8
1
90.67
37.1
361
10
0
2.5
1x(90 ell)=6.4
8.64
120
70.4
370-0
2.28
261.7
2.705
6.4
0.1505
3.3
1
1
15.03
1 2.3
370-0
2.28
0
2.5
0.17
0
76
WILKINS
370-1
2.11
261.7
0
0
42.8525
0.1
350A
0.17
7.1
370-1
2.11
0
2.5
1.69
120
83.2
348
0.5
261.7
2.705
0
0.1505
0.7
1
1
1.69
1 0.3
348
0.5
0
4
2x(90 ell)=24.56
15.21
140
84.1
351-0
-3
261.7
4.3
24.56
0.0118
1.5
39.77
0.5
351-0
-3
0
4
0.75
0
86.1,
Gate A2360
351-1
-3
261.7
0
0
06921
0
I
I
1
1 0.751
1 0.5
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4f7/2019 Copy6ght 6�) 2002-2012 Tyco Fire Protection Products Page 10
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpM/pSi/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: 1
351-1
-3
0
4
10.31
140
86.6
352-0
-3
261.7
4.3
0
0.0118
0
10.31
0.1
352-0
-3
0
4
0.75
0
86.8
Gate A2360
352-1
-3
261.7
0
0
0.6921
0
I
I
I
I
1
1 0.751
1 0.51
352-1
-3
0
4
0.84
140
87.3
W1
-3
261.7
4.3
0
1
0.0118
1
0
0.841
01
W1 87.3
Path No: 2
411
-3
5.6
19.8
1
x(tee-Br)=5
17
120
12.5
lex-48"
022
-2.13
19.8
1,049
5
0.1269
-0.4
22
2.8
022 14.9
Path No: 3
409
-3
5.6
18.1
1
lx(tee-Br)=5
17
120
10.5
Flex-48"
008
-2.13
18.1
1.049
5
0.1078
-0.4
22
2.4
008 12.4
Path No: 4
404
-3
5.6
21.1
1
lx(tee-Br)=5
17
120
14.2
Flex-48"
043
-2,13
21.1
1.049
5
0.1429
-0.4
22
3.1
043
-2.13
40.9
1.25
12
120
16.9
036
-2.13
62
1.442
0
0.2235
0
1
1
1
1
1
1 121
1 2.71
036
-2.13
22.71
7.91
120
19.6
035
-2.13
84.6
11.2511x(tee-Br)=7.43
.442
7.43
0.3981
0
15.34
6.1
035 25.7
Path No: 5
410
-3
5.6
18.6
1
lx(tee-Br)=5
17
120
11
Flex-48'
012
-2.13
18.6
1.049
5
0.113
-0.4
22
2.5
012 13.1
Path No: 6
412
-3
5.6
21.7
ilix(tee-Br)=5
17
120
15.1
lex-48"
026
-2.13
21.7
1.049
5
0.1513
-0.4
1
221
3.31
026 is
File: CAUsers\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 11
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Plf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpM/pSi/2)
(gpm)
(in)
(ft)
(psi)
(psi)
Path No: 7
405
-3
5.6
22.7
1
lx(tee-Br)=5
17
120
16.4
Flex-48"
036
-2.13
22.7
1.049
5
1
0,1635
-0.4
221
3.6
036 19.6
Path No: 8
402
-3
5.6
20.3
1
lx(tee-Br)=5
17
120
13.2
Flex-48"
052
-2.13
20.3
1.049
5
0.1337
-0.4
22
2.9
052
-2.13
0
1.25
11.37
120
15.7
047
-2.13
20.3
1.442
0
0.0284
0
1
1
1
1 11.371
1 0.31
047
-2.13
20.5
1.25
8.24
120
16.1
043
-2.13
40.9
1.442
0
0.1035
0
8.24
0.9
043 16.9
Path No: 9
403
-3
5.6
20.5
1
1 (tee-Br)=5
17
120
13.5
Flex-48"
047
-2.13
20.5
1.049
5
0.1362
-0.4
22
3
047 16.1
Path No: 10
408
-3
5.6
24.8
1
2x(tee-Br)=10
18.99
20
19.7
Flex-48"
031
-2.13
24.8
1.049
10
0.1938
-0.4
28.99
5.6
031 24.9
Path No: 11
406
-3
5.6
25.7
1
lx(tee-Br)=5
17
120
21.1
Flex-48"
060
-2.13
25.7
1.049
5
0.2062
-0.4
22
4.5
060
-2.13
0
1.25
lx(tee-Br)=7.43
4.09
120
25.2
035
-2.13
25.7
1.442
7.43
0.0438
0
1
1
1
1
1
1 11.52,
1 0.51
035 2S.7
File: C:\Users\yatesNDocuments\dwg2\burns\edmonds community bank\submittai\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco, Fire Protection Products Page 12
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Plf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gPn1/PSi1/2)
(gpm)
(in)
(ft)
(ft)
(psi)
(psi)
Path No: 12
401
-3
5.6
30.3
1
lx(tee-Br)=5
17
120
29.3
Flex-48"
611
-2.96
30.3
1.049
5
0.2802
0.0
22
6.2
611
-2.96
0
1.25
1x(tee-Br)=7.43
46.02
120
35.5
540
-3.5
30.3
1.442
1x(90 ell)=3.72
11.15
0.0595
0.2
1
1
1 57.161
1 3.41
540
-3.5
0
2
4.02
120
39.1
073
-3.5
30.3
2.203
0
1
0.0076
0
1
1
1
4.021
0.0
073 39.1
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 22.02 ft/s occurs in the following pipe(s): (361-073)
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction
loss per unit of length is calculated based upon the length and the curve -based loss/gain value. Internal ID and C Factor values
are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
solely on the curve data.
File: CAUsers\yates\Documents\dwg2\burns\edmonds community bank\submitta(\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 13
Job: COSTAL COMMUNITY BANK Device Graphs
Pressure vs. Flow Function
Design Area: 4;
Supply Ref.: W1;
Supply Narne:W1
130f
114.2psi @511.7gpm
(261.7g
pm+250g
prn add.
out. hose)
-T-
H
7'-
10
10
J —
--4
95
--T
90.
8.5.:
80-:
75-:
70-'
-j:
65-
60-
5 5-:
50.-
. . .....
— -----
45
40
35
30
7
25
20
5
J . .
.....
0-
C4
N
Flow, gpm
M-
i.9-
1.9-
9-
).9
Pressure Loss Function
Design Area: 4; BFP Ref.: 714 (WILKINS 350A, Size = 2.5); Inlet Node: 370-1; Outlet Node: 370-0
7.1 psi @ 261.7 gprn
Flow, gpm
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4-5-19\Costal Community Bank3D.dwg
Date 417/2019 Copyright@ 2002-2012 Tyco Fire Protection Products
Page 14
Job: COSTAL COMMUNITY BANK
Device Graphs
0 0
0.
W
U)
U)
0
Pressure Loss Function
Design Area: 4; Valve Ref.: 715 (Gate A2360, Size = 4); Inlet Node: 352-1; Outlet Node: 352-0
Flow, gpm
Pressure Loss Function
Design Area: 4; Valve Ref.: 716 (Gate A2360, Size = 4); Inlet Node: 351-1; Outlet Node: 351-0
0.743-
0.5 psi @ 261.7 gpm
0.243-
Flow, gpm
File: C-.\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4f7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 15
Project Name: COSTAL COMMUNITY BANK
Drawing No. :
Design Areas
CALCULATION SUMMARY
Project Location: 123 3RD AVE S
City: EDMONDS, WA
Design Area
Ca1c. Mode
Occupancy
Area of
Total Water
Pressure @
Min.
Min.
Min
Calculated
Hose Margin To
Name
(Model)
Application
Source
Density
Pressure
Flow
Heads
Streams Source
(ft2)
(gpm)
(psi)
(gpM/ft2)
(psi)
(gp-)
#
(gpm) (psi)
3
Demand (HW)
LH
1000
295.6
Required
51.3
0.148
7
14.8
12
100 63.4
4/7/19
CITLUYI Cu�py
File: C:\Users\yates\Documents\dwg2\burns\edmonds community ban k\su bm ittal\Costal Community Bank
Date 4/7/2019 4-5-19\Costal Community Bank3D.dwg
Copyright @ 2002-2012 Tyco Fire Protection Products
IURE C E IV F D
APR 0 9 2019
BUILDING
Page I
HYDRAULIC CALCULATIONS
for
Job Information
Project Name COSTAL COMMUNITY BANK
Contract No. City: EDMONDS, WA
Project Location: 123 3RD AVE S Date: 4/7/2019
Contractor Information
Name of Contractor:
Address: City:
Phone Number: E-mail:
Name of Designer:
Authority Having Jurisdiction:
Design
Remote Area Name
3
Remote Area Location
Concealed Sprinklers Main Floor
Occupancy Classification
LH
Density (gpm/ft2)
0.148
Area of Application (ft2)
1000
Coverage per Sprinkler (ft2)
100
Number of Calculated Sprinklers
12
In -Rack Demand (gpm)
0
Special Heads
Hose Streams (gpm)
100
Total Water Required (incl. Hose Streams) (gpm)
295.6
Required Pressure at Source (psi)
51.3
Type of System
Wet
Volume - Entire System (gal)
45.9 gal
Water Supply Information
Date 4/5/19
Location 123 3rd Ave S.
Source W11
Notes
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submitta[\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2
I
Job: COSTAL COMMUNITY BANK
Date 4/7/2019
Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 3
(Ootimized Hvdraulic SimWified)
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank 4-5-19\Costal Community Bank3D.dwg
Copyright 0 2002-2012 Tyco Fire Protection Products
Page 3
Job: COSTAL COMMUNITY BANK
Calculation Info
Calculation Mode
Hydraulic Model
Fluid Name
Fluid Weight, (lb/ft3)
Fluid Dynamic Viscosity, (lb.S/ft2)
Water Supply Parameters
Supply 1 : W1
Supply Analysis
Hydraulic Analysis for: 3
Demand
Hazen -Williams
Water @ 60F (15.6C)
N/A for Hazen -Williams calculation.
N/A for Hazen -Williams calculation.
Flow (gpm)
Pressure (psi)
0
115
2732
96.6
Node at Source
Static Pressure
Residual
Pressure
Flow
Available
Pressure
Total Demand
Required Pressure
(psi)
(psi)
(gpm)
(psi)
(gprn)
(psi)
W1
115
96.6
2732
114.9
295.6
51.3
Hoses
Inside Hose Flow/ Standpipe Demand (gpm)
Outside Hose Flow (gpm)
Additional Outside Hose Flow (gpm)
Other (custom defined) Hose Flow (gpm)
....................................................................................
Total Hose Flow (gpm)
Sprinklers
Ovehead Sprinkler Flow (gpm) 195.6
InRack Sprinkler Flow (gpm) 0
Other (custom defined) Sprinkler Flow (gpm) 0
....................................................................................
Total Sprinkler Flow (gpm) 195.6
Other
Required Margin of Safety 10
W1 Pressure (psi) 51.3
W 1 Flow (gpm) 195.6
Demand w/o System Pump(s) N/A
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4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products
Page 4
I
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 3
Supply 0 Supply; Safety Pressure -0 System Demand I* Add. Out. Hose 0 Available At Source
I
150
140
114.7 psi @ 295.6 gpmh,"
4
110
100
C:93.122
CaL 9
7-- 1
8
7
D2
CL
5
D3
40-
30
D1
0-
0 1000
1500
2000
2500 30001
Flow, gpm
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submitta[\Costal Community Bank
Date 4/7/2019 4-5-19\Costal Community Bank3D.dwg Page 5
Copyright@ 2002-2012 Tyco Fire Protection Products
Job: COSTAL COMMUNITY BANK
Hydraulic Analysis for: 3
Graph Labels
Label
Description
Values
Flow (gpm)
Pressure (psi)
S1
Supply point #1 -Static
0
115
S2
Supply point #2 - Residual
2732
96.6
D1
Elevation Pressure
0
6
jD2
System Demand
195.6
51.3
ID3
System Demand + Add.Out.Hose
295.6
51.3
Curve Intersections & Safety Margins
Curve Name
Intersection
Safety Margin
Pressure (psi)
Flow (gpm)
Pressure (psi)
@ Flow (gpm)
Supply
'�upply;
114.7
314.1
63.4
295.6
Safety Pressure
103.2
295.7
51.9
295.6
Open Heads
Required
Calculated
Head Ref.
Head Type
Coverage
K-Factor
Density
Flow
Pressure
Density
Flow
Pressure
(ft2)
(gprn/psil/2)
(gpM/ft2)
(gpm)
(psi)
(gpM/ft2)
(gpm)
(psi)
301
Overhead
Sprinkler
100
5.6
0.1
10
7
0.148
14.8
7
302
Overhead
Sprinkler
100
5.6
0.1
10
7
0.149
14.9
7.1
303
Overhead
100
5.6
0.1
10
7
0.16
16
8.1
Sprinkler
304
Overhead
Sprinkler
100
5.6
0.1
10
7
0.173
17.3
9.6
305
Overhead
Sprinkler
100
5.6
0.1
10
7
0.154
15.4
7.5
306
Overhead
Sprinkler
100
5.6
0.1
10
7
0.155
15.5
7.7
307
Overhead
Sprinkler
100
5.6
0.1
10
7
0.16
16
8.1
308
Overhead
Sprinkler
100
5.6
0.1
10
7
0.174
17.4
9.6
309
Over -head
Sprinkler
100
5.6
0.1
10
7
0.155
15.5
7.7
310
Overhead
Sprinkler
100
5.6
0.1
10
7
0.188
18.8
11.2
311
Overhead
Sprinkler
100
5.6
0.1
10
7
0.162
16.2
8.4
312
Ovei head
Sprinkler
100
5.6
0.1
10
7
0.178
17.8
10.1
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submitta[\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Node Data
Node#
Hgroup
K-Fact.
Elev
x
Type
Fitting
Stat. Pres.
Coverage
Y
gpM/pSi'/2
ft
ft
psi
ft2
ft
301
HEAD
5.6
10.92
160.22
Overhead Sprinkler
0
100
216.771
302
5.6
10.92
160.221
Overhead Sprinkler
0
100
224.77
305
HEAD
5 , 6
10.92
149.53
Overhead Sprinkler
0
100
216.77
306
HEAD
10
5.6
10.92
149.53
Overhead Sprinkler
100
224.77
309
HEAD
5.6
10.92
141.97
Overhead Sprinkler
0
100
216.77.
307
HEAD
5.6
10.92
149.53
Overhead Sprinkler
0
100
232.77
303
HEAD
5 , 6
10.92
157.22
Overhead Sprinkler
10
100
232.77
311
HEAD
5.6
10
10.92
141.97
Overhead Sprinkler
100
232.77
304
HEAD
5.6
10
10.92
157.22
Overhead Sprinkler
100
244.77
308
HEAD
5.6
10
10.92
149.53
Overhead Sprinkler
100
244.77
312
HEAD
5.6
10
10.92
141.97
Overhead Sprinkler
100
244.77
310
HEAD
5.6
10
0
141.97
Overhead Sprinkler
100
224.77
078
NODE
10
10.5
160.22
Node
tee
216.771
077
NODE
10.5
160.22
Node
tee
0
224.77
059
NODE
10.5
149.53
Node
tee
0
216.77
057
NODE
10.5
149.53
Node
tee
10
224.771
002
NODE
141.97
Node
tee
0
10.5
216.77
009
NODE
10.5
141.97
Node
tee
0
224.77
054
NODE
10.5
149.53
Node
tee
10
232.77,
070
NODE
10.5
157.22
Node
tee
0
232.77
016
NODE
10.5
141.97
Node
tee
0
232.77
067
NODE
10.5
157.22
Node
tee
10
244.771
044
NODE
10.5
149.53
Node
tee
0
244.77
030
NODE
10.5
141.97
Node
tee
0
244.77
042
NODE
10.5
157.22
Node
tee
0
257.83
File: C:\Users\yates\Documents\dwg2\burns\edmonds community ban k\subm ittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 7
Job: COSTAL COMMUNITY BANK
Node Data
Node#
Hgroup
K-Fact.
Elev
x
Type
Fitting
Stat. Pres.
Coverage
Y
gpM/pSi'/2
ft
ft
psi
ft2
ft
028
NODE
10.5
149.53
Node
tee
10
257.83
021
NODE
10.5
141.97
Node
tee
0
257.831
027
NODE
10.5
146.73
Node
tee
0
257.83
361
NODE
10
153.8
Node
coupling,
0
290.92
370-0
NODE
2.28
154.3
Node
coupling
0
291.78
370-1
NODE
2.11
154.3
Node
coupling
0
291.78
348
NODE
0.5
154.3
Node
coupling,
0
.291.78
351-0
NODE
-3
152.76
Node
coupling
0
299.94
351-1
NODE
-3
152.11
Node
coupling
0
300.32
352-0
NODE
-3
143.16
Node
coupling,
0
.305.44
352-1
NODE
-3
142.51
Node
coupling
0
305.81
wi
SUPPLY
-3
141.78
Supply
0
306.22
Hydraulic Calculations / Fluid Delivery Time Analysis
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submitta[\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 417/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 8
Job: COSTAL COMMUN1TY BANK
Hydraulic Calculations / Fluid Delivery Time Analysis
Pipe Data
Pipe Ref.
Type
Sta rt
E nd
End
Size
HWC
Length
Fittings
Eq.Len.
Total Len.
Schedule
Velocity
ft
ft
ft
ft/s
598
Sprig
078
0 1
301
1
120
0.42
l(tee-Br);
5
5.42
40
4C
5.5
5
047
Brline
077
78
078
1.25
120
8
l(tee-Run);
1 C
10
2.91
2
042
Brline
070
077
1077
1.251120
ill
2(tee-Run);2(90 ell);
7.43
18.43
1 C
10
5.85
038
Brline
067
070
070
1.25
120
12
2(tee-Run)
10
8.98
034
Brline
042
067
067
1.25
120
13.06
2(tee-Run);l(tee-Br);
7.43
20.5
10
12.39
032
Cmain
028
042
042
2
120
7.7
l(tee-Run);
EF
5.31
019
lCmain
027
028
2
120
2.8
l(tee-Br),,
13.64
16.44
EF
10.71
469
Cmain
361
027
2
120
43.012
1 (coupling); 5(tee-Run); 2(tee-1301- 1
(90 ell);
34.1
77.11
EF
16.47
471
Cmain
370-0
361
2.5
120
8.64
1 (tee-Ru n); 1 (coupling); 1(90 ell);
6.4
15.03
EF
10.92
714
BFP
370-1
370-0
2.5
0
0.17
WILKINS 350A
0
479
Cmain
348
370-1
2.5
120
1.69
l(coupling);
EF
10.92
482
Cmain
351-0
348
4
140
15.21
1 (coupling); 2(90 ell);
24.56
39.77
D1350
4.32
716
VALVE
351-1
351-014
0
10.75
Gate A2360
0
483
Cmain
352-0
351-1
4
140
10.31
l(coupling);
D1350
4.32
715
VALVE
352-1
352-0
4
0
0.75
Gate A2360
0
484
Cmain
W1
352-1
4
140
0.84
D1350
4.32
597
Sprig
077
302
1
120
0.42
l(tee-Br);
5
5.42
40
5.55
593
Sprig
059
1305
11
120
10.42
l(tee-Br);
5
5.42
140
5.7
028
Brline
057
059
1.25
120
8
l(tee-Run);
10
3.02
025
Brline
054
057
1.25
120
8
2(tee-Run);
10
6.06
023
Brline
044
054
1.25
120
12
l(tee-Run),-
10
9.2
020
Brline
028
044
1.25
120
13.06
l(tee-Run); l(tee-Br);
7.43
20.5
10
12.61
592
Sprig
057
1306
1
1120
10.42
l(tee-Br);
5
5.42
140
5.75
584
Sprig
002
309
1
120
0.42
l(tee-Br);
5
5.42
40
5.77
004
Brline
009
002
1.25
120
8
l(tee-Run);
10
3.05
005
Brline
016
009
1.25
120
8
2(tee-Run);
10
6.74
008
Brline
030
016
1.25
120
12
2(tee-Run);
10
9.93
Oil
BrlineJ021
1030
1.25
120
113.06
2(tee-Run); l(tee-Br);
7.43
20.5
110
13.43
016
Cmain
027
021
2
120
4.76
l(tee-Run); l(tee-Br);
13.64
18.39
EF
5.76
591
Sprig
054
307
1
120
0.42
l(tee-Br);
5
5.42
40
5.92
596
Sprig
070
303
1
120
0.42
l(tee-Br);
5
5.42
40
5.93
586
Sprig
016
311
1
120
0.42
l(tee-Br);
5
5.42
40
6.03
595
Sprig
067
1304
1
120
10.42
l(tee-Br);
5
5.42
140
6.43
590
Sprig
044
308
1
120
0.42
l(tee-Br);
5
5.42
40
6.45
587
Sprig
030
312
11
120
0.42
l(tee-Br);
5
5.42
40
16.62
Drop
009
310
1 1
1 n
in -
5
15.5
40
16.97
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 9
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor I
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpn1/pSi1/2)
(gpm)
(in)
(ft)
(psi)
(psi)
Path No: 1
301
10.92
5.6
14.8
1
1x(tee-Br)=5
0.42
120
7
078
10.5
14.8
1.049
5
0.0744
0.2
5.42
0.4
078
10.5
0
1.25
8
120
7.6
077
10.5
14.8
1.442
0
0.0158
0
1
1
1
8
1
0.1
077
10.5
14.9
1.25
2x(90 ell)=7.43
11
120
7.7
070
10.5
29.8
1.442
7.43
0.0575
0
18.43
1.1
070
10.5
16
1.25
12
120
8.8
067
10.5
45.7
1.442
0
0.1273
0
1
1
12
1
1.5
067
10.5
17.3
1.25
lx(tee-Br)=7.43
13.06
120
10.3
042
10.5
63.1
1.442
7.43
0.2309
0
20.5
4.7
042
10.5
0
2
7.7
120
15
028
10.5
63.1
2.203
0
0.0293
0
1
1
7.7
1 0.2
028
10.5
64.2
2
lx(tee-Br)=13.64
2.8
120
15.3
027
10.5
127.3
2.203
13.64
0.1076
0
16.44
1.8
027
10.5
68.4
2
2x(tee-Br)=27.28
43.02
120
17
361
10
195.6
2.203
1x(90 ell)=6.82
34.1
0.2387
0.2
1
1
77.11
1 18.4
361
10
0
2.5
1x(90 ell)=6.4
8.64
120
35.6
370-0
2.28
195.6
2.705
6.4
0.0878
3.3
15.03
1.3
370-0
2.28
0
2.5
0.17
0
40.3
WILKINS
370-1
2.11
195.6
0
0
43.2778
0.1
350A
1
0.17
7.2
370-1
2.11
0
2.5
1.69
120
47.6
348
0.5
195.6
2.705
0
0.0878
0.7
1.69
0.1
348
0.5
0
4
2x(90 ell)=24,56
15.21
140
48.4
351-0
-3
195.6
4.3
24.56
0.0069
1.5
1
1
1
39.77
0.3
351-0
-3
0
4
0.75
0
50,2
Gate A2360
351-1
-3
195.6
0
0
0.6492
0
0.75
0.5
351-1
-3
0
4
10.31
140
50.7
352-0
-3
195.6
4.3
0
0.0069
0
1
1
1
10.31
0.1
352-0
-3
0
4
0.75
0
50.8
Gate A2360
352-1
-3
195.6
0
0
0.6492
0
0.75
0.5
352-1
-3
0
4
0.84
140
51.31
W1
-3
195.6
4.3
0
0.0069
0
1
1
1
1
1
1 0.84
0
W1 51.3
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 10
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev I
K-Factor I
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpn1/pSi/2)
(gpm)
(in)
(ft)
(psi)
(psi)
Path No: 2
302
10.921
5.61
14.91
11
lx(tee-Br)=5
0.42
120
7.1
077
10.5
14.9
1.049
5
0.0756
0.2
5.42
0.4
077 7.7
Path No: 3
305
10.92
5.6
15.4
1
lx(tee-Br)=5
0.42
120
7.5
059
10.5
15.4
1.049
5
0.0796
0.2
5.42
0.4
059
10.5
0
1.25
8
120
8.1
057
10.5
15.4
1.442
0
0.0169
0
8
0.1
057
10.5
15.5
1.25
8
120
8.3
054
10.5
30.9
1.442
0
0.0615
0
8
0.5
054
10.5
16
1.25
12
120
8.8
044
10.5
46.8
1.442
0
0.133
0
1
1
1
1
1 121
1 1.6
044
10.5
17.4�
13.06
120
10.4
028
10.5
64.2
11.25�1x(tee-Br)=7.43
.442
7.43
1
0.2387
0
1
20.51
4.9
028 15.3
Path No: 4
306
10.92
5.6
15.51
11
lx(tee-Br)=5
0.42
120
7.7
057
10.5
15.5
1.049
5
1
0.0808
0.2
1
5.421
0.41
057 8.3
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright Q 2002-2012 Tyco Fire Protection Products Page 11
Job: COSTAL COMMUNITY BANK
PIPE INFORMATION
Hydraulic Calculations
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpM/pSiV2)
(gpm)
(in)
(ft)
(psi)
(psi)
Path No: 5
309
10.92
5.6
15.5
1
lx(tee-Br)=5
0.42
120
7.7
002
10.5
15.5
1.049
5
0.0813
0.2
5.42
0.4
002
10.5
0
1.25
8
120
8.3
009
10.5
15.5
1.442
0
0.0173
0
1
1
8
1 0.1
009
10.5
18.8
1.25
8
120
8.5
016
10.5
34.3
1.442
0
0.0748
0
1
8
0.6
016
10.5
16.2
1.25
12
120
9.1
030
10.5
50.5
1.442
0
0.1533
0
1
1
12
1.8
030
10.5
17.8
1.25
lx(tee-Br)=7.43
13.06
120
10.9
021
10.5
68.4
1.442
7.43
0.2683
0
20.51
1 5.5
021
10.5
0
2
lx(tee-Br)=13.64
4.76
120
161
027
10.5
68.4
2.203
13.64
0.0341
0
1
1
1
1
1
1 18.39
0.6
1027 17
Path No: 6
307
10.92
5.6
161
1
0.42
8.11
054
10.5
16
1.049
j1x(tee-Br)=5
5
0.01201
854
0.2
5.42
0.5
054 8.8
Path No: 7
303
10.92
5.6
16
1
lx(tee-Br)=5
0.42
120
8.1
070
10.5
16
1.049
5
0.0854
0.2
5.42
0.5
070 8.8
Path No: 8
311
10.92
5.6
16.2
1
1x(t e-Br)=5
0.42
120
8.4
016
10.5
16.2
1.049
5
1
0.0881
0.2
5.42
0.51
016 9.1
Path No: 9
304
10.92
5.6
17.3
1
lx(tee-Br)=5
042
120
9.6
067
10.5
17.3
1.049
5
0.0995
0.2
5.421
0.51
067 10.3
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 12
Job: COSTAL COMMUNITY BANK
Hydraulic Calculations
PIPE INFORMATION
Node 1
Elev 1
K-Factor 1
Flow added (q)
Nominal ID
Fittings
L
C Factor
total (Pt)
Node 2
Elev 2
K-Factor 2
Total flow (Q)
Actual ID
quantity x (name) = length
F
Pf per ft
elev (Pe)
NOTES
T
frict (Pf)
(ft)
(gpM/PSi/2)
(gpm)
(in)
(ft)
(psi)
(psi)
Path No: 10
308
10.921
5.6
17.41
11
lx(tee-Br)=5
0.421
1201
9.61
044
10.5
17.4
1.049
5
0.1
0.2
5.42
0.5
044 10.4
Path No: 11
312
10.92
5.6
17.8
1j1x(tee-Br)=5
0.42
120
10.1
030
10.5
17.8
1.049
5
1
0.1049
0.2
5.42
0.61
030 10.9
Path No: 12
310
0
5.6
18.8
1
lx(tee-Br)=5
10.5
120
11.2
009
10.5
18.8
1.049
5
0.1152
-4.5
1
15.51
1.8
009 8.5
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 16.47 ft/s occurs in the following pipe(s): (361-027)
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction
loss per unit of length is calculated based upon the length and the curve -based loss/gain value. Internal ID and C Factor values
are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
solely on the curve data.
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 13
Job: COSTAL COMMUNITY BANK Device Graphs
Pressure vs. Flow Function
Design Area: 3; Supply Ref.: W1; Supply Narrl
14.7psi @ 295.6gpm (1 95.69pm+100 gpm add
10 ---
95 ...... ...
90
80
75
4)
70
U) 65
U)
60
-4
55
50
45 - -- ---- ----
40
35
30 ......
25
20
5
-4 — -
o
to 4
0
Flow, gpm
Pressure Loss Function
Design Area: 3; BFP Ref.: 714 (WILKINS 350A, Size = 2.5); Inlet Node: 370-1; Outlet Node: 370-0
7.9 F772 psii @ 195.6gpQ
(D
4.9-
3.9-
2.9-
1.9- -
Date 4/7/2019
000,
Flow, gpm
File: C:\Users\yates\Documents\dwg2\burns\edmonds community bank\submittal\Costal Community Bank
4-5-19\Costal Community Bank3D.dwg
Copyright @ 2002-2012 Tyco Fire Protection Products Page 14
Job: COSTAL COMMUNITY BANK
Device Graphs
CD
U)
U)
U)
Pressure Loss Function
Design Area: 3; Valve Ref.: 715 (Gate A2360, Size 4); Inlet Node: 352-1; Outlet Node: 352-0
0.743-
0.5 psi @ 195.6 gpm
0.243-
Flow, gpm
Pressure Loss Function
Design Area: 3; Valve Ref.: 716 (Gate A2360, Size = 4); Inlet Node: 351-1; Outlet Node: 351-0
0.743-
0.5psi@195.6gpmjl
0.243-
Flow, gpm
File: C:\Users\yates\Documents\dwg2\burns\edmonds community ban k\submittal\Costal Community Bank
1 4 — 5 — 19\Costal Community Bank3D.dwg
Date 4/7/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 15
Seismic Brace Calculations nfpa #13-2013
Zone##1
BRACES TO TJI JOISTS
Project:
COASTAL COMMUNITY BANK
Contractor: BURNS FIRE FIRE PROTECTION -;YqTFM.q
Address:
123 3RD AVENUE
Address: P.O.B. 1110
EDMONDS, WA
GRANITE FALLS, WA
FIRE CT1101
telephone: 425-388-0124
David Yates
2605-0898-C L
Building Seismic Information
Burns Fire Proteci
Source of Information
USGS Site Specific Information
BURNSFP841DU
Ss Period Response Parameter)
1.27
(Short
Signaturiif
Cp (seismic coefficient based on NFPA #13 Table 9.3.5.6.2) 0.59
... 0 PIA a a .. . ..
Spacing/orientation
Brace Information
Attachment(adjusted per NFPA #13 9.3.5.10.3)
Spacing of lateral braces
17'
brace angle 60
structural member
RED I JOISTS
Spacing of longitudinal braces
40
brace length(INCHES 13.86
fastener
1/2X"THRU BOLTS screws
Orientation of connection
1
1 "sched 40 pipe brace
structure attachment fitting
AFCON 077
Horizontal distance from connection to main(INCHES)
12
vertical component -299
listed load rating 2015
adjusted rating 1744
vertical distance of main below connection(INCHES)
61UR
RATIO 200 MAX LOAD
11735
pipe attachm nt fitting
AFCON FIG 410
Ilisted load rating 2015 adjusted rating 1744
LATERAL EARTHQUAKE LOADS
Pipe Diameter
V 1 1/4"
1 1/2" 2" 2 /2" 3" 4" 6"
8" 1 1/4 1 1/2 2 2 112"
3" 4" 6" 8"
Pipe schedule
40 40
40 40 40 40 40 40
40 10 10 EF EF
10 10 10 10
59 0
0 0 0 0 0 0
0 80 0 17 0
0 0 0
LENGTH
total length
59 0 0 0 0 0 0 0 0 80 0 17 0
0 0 0 0
weight/ft
2.05 2.93
3.61 5.13 7.89 10.82 16.4 31.7
47.7 2.52 3.04 4.22 5.1
7.94 11.78 23.03 40.08
pipe weight
120.95 0
0 0 0 0 0 0
0 201.6 0 71.7 0
0 0 0 0
total pipe weight
394.29
Wp (weight increased by 15%)
453.43
Cp (seismic coefficient)
0.59
Fpw (horizontal force Cp x Wip
267.53
LONGITUDINAL EARTHQUAKE LOADS ZONE #
I
Pipe Diameter
ill 1 1/4"
1 1/2" 2" 2 /2" 3" 4" 6"
8" 1 1/4 1 1/2 2 2 1/2"
3" 4" 6" 81,
Pipe schedule
40 40
40 40 40 40 40 40
40 10 10 EF EF
10 10 10 10
LENGTH
0 0
0 0 0 0 0 0
0 0 0 40 0
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 40 0
0 0 0 0
weight/ft
2.05 2.93
3.61 5.13 7,89 10.82 16.4 31.7
47.7 4.22 5.89
7.94 11.78 23.03 40.08
pipe weight
0 0
0 0 0 0 0 0
0 169 0
0 0 0 0
total pipe weight
168.8
Wp (weight increased by 15%)
194.12
Cp (seismic coefficient)
0.59
Fpw (horizontal force Cp x Wpl
114.53
... aft..4-0 ...... I
1011TON STATE 6
� OF COMPETENCY 6
4 SPRINKLER SYSTEMS
evel 3
Ion Systems Inc.
4/7/19
Date
.08.0-ft ....
R'FCFIVF.D
APR U 9 2M
BUILDING
y
FOR FORCES PARALLEL OR PERPENDICULAR TO TJI
�OISTS
1. r . 6' . 12' pl�— .1 TJ ..8
2. N. 6 . 2" 1., (d
3. W.�.,
4. S.i� ... y b— nttl�g t� TOLIO �td
N— 910 � fl�. 911)
5, b6t
FE—Q74
46 BLOCK BETWEEN
CROSSMAIN
AFCON FIG ool
BRACE ATTACHMENT
CHORD OF TRUSSES
I
pq
ALLOWABLE HORIZONTAL SEISMIC FORCES (Ibs)
ANGLE VER71CAL
30,
45'
60*
450
620
690
The lmde h the taNe we Wad m the mtroUlng c—tion
to the )W-L
n. f— Md�d. . 1.33 d—Ow, fdct., dj��.L
--TxT HEADER
�2a%8'X C LAG BOLTS EACH END
W I
ABLE LOAD 220# FOR EACH
�2)L3�8"X 4' LAG BOLTS EACH END
WABLE LOAD 220# FOR EACH BOLT
TOTAL ALLOWABLE LOAD 4x220=880#nfpa #13 fIG 9.3.5.12.1
AFCON FIG 077
BRACE ATTACHMENT
PER TOTAL ALLOWABLE LOAD 4x220=880infpa #13 fIG 9.3.5.12.1
1/2x4"BOLT(MIN 3 1/2' IN WOOD)
ALLOWABLE LOAD PER NFPA 113 FIG 9.3.5.12.1=4851
AFCON FIG 077
AFCON FIG 410 PIPE CLAMP
AFCON FIG 077 1/2"x4* THROUGH BOLT (MIN. 3 1/2" IN WOOD kCE CRO.",
ALLOWABLE LOAD PER NFPA 113 A 9.3.5.12-1=3501 USED IN LONGITUDINAL BRA
MAMMUM ADJUSTED LOAD RATING 1744
LOCATE VIATHIN 40' OF END OF MAIN
LONGITUDINAL BRACE ORIENTATION I MAX LOAD 485
+
ING VALVE BY OTHERS
Snuesinkarelrea
IV BY OTHERS
DnWfRbwTWt1I*: VU19
DC LOCATED IN PLANTER
LeafterefffewbutON
1.3BAYIS
AM MOUNT ELECTED BELL
'-6
Sl ON:
1'2'
W9,, M PRWHad by Cry of Edmand
�.Daup P-ONDR.
PGOnn, Flow P,,-, A
11 50 000
96LS0o 2732.00
Y=
PHUA.-
21 ��AND��%�"E 1'-'L�'Aa 'Esn
oo a _vsalas
A
0 A S1.SE . "=R.==`D= 0�
(D e COM=
F
F-1
�TREUSEAT
4�Ua. TO Fle ON t (D
01 THE
��.S To B..T FLANGE INSIDE "E"'
BEM. FIE -TEND, I.D. EAPPECTS AM UA
TO ' FLUSHED "'A "'N"" "' A D "A
TODER XG, WIN BY
UNIT WMA
AND LHAT 11 U11MIXIND SYSITEAT
IFUSEDURES 411 STMIARDS SEE
1 0
'A_AL OF EaNGN S
'MEN CERNEGAT'S ADS OU"'E"
LIE PRWER 11TATFULAIDN AID El
Wl BE HXLES. M-N. THE
BY THE WAsHINDION SIME FINE
U Es
mum
D MENTING
THE UN.MANCUMD. U S
RISER DETAIL 3/FP1
F RE S WILL CONN'T THE
11 UNIFIS, R111O FINE
AT THE V2 RE,
NOMOMRALLIGNATIC TRE P-TE_ND
SITE PLAN
FOR FORCES PARALLEL OR PERPENDICULAR TO TJI
IOISTS
4
5
3
2
�'dl'"' 4� LAG BOLT
j- I LOAD 220,
EACH END 46 HEADER
FOR EACH 3OLT PER TOTAL ALLOWABLE LOAD 4x220=88Ol #13 fiG 9.3.5.12.1
46 BLOCK BETWEEN BOTTOM CHORD OF TRUSSES
AFCON FIG 077
CROSSMAIN BRACE ATTACHMENT
ABL
L AL
(2)3�ifi
TOT
(A2L)L3�&X 4" LAG BOLTS EACH END
AFCON FIG 001 + BLE LOAD 220# FOR EACH BOLT
BRACE ATTACHMENT TOTAL ALLOWABLE LOAD 4x220=880#.fp. #13 IIG 91
AFCON FIG 077 112'xC THROUGH BOLT MIN. 3plEl(2N IN I XFCON FIG 410 PIPE CLAMP
ALLOWABUS LOAD EPA W030PG 9.3.5.12 1-350# USED IN LONGITUDINAL BRACE J
MAXIMUM ADJUSTED LOAD RATING 1744
NOT LESS THAN � NOMINAL WIDTH.
1 1/2") �� -
NOT LESS THAN Y NOMINAL THICKNESS ( 2 1/2'
TOR SIDE OF VERTICAL. MEMBER
FOR VERNAL USE.
LOWER FACE OF 0-20 INSTALL IN CENTER
BEAM OR 101ST SAMMy SUpERSCREW OF LOWER FACE.
%.6" ATR U.N.O.
HANGER #53-
HANGERS ATTACHED TO UPPER OR LOWER TRUSS CHORD
OR WOOD HEADER BETWEEN TJI JOISTS
N. T. S.
T-TS.
OF INSTINCT
"0"
ON SPRINKLER SYSTEMS
Call Yeft.
SLARNSIFF841OLT
44'
1/2x4'BOLT(MIN 3 1/2- IN WOOD)
ALLOWABLE LOAD PER NFPA #13 FIG 9.3.5.12.1=
,ON FIG 077
LOCATE WITHIN 40' OF END OF MAIN
LONGITUDNAL BRACE ORIENTATION I MAX LOAD
- CROSSMAIN
3
"t in.)
SAMMY SIDEWINDER
- ?9"
t l DR. 2 g,.dP O..gi.. TIE ...them Rine ., batte,
2� TwD led (34*) .. -1.
S 3' 1.9 ac- h0l pilot hale no, 'r I
PIPE ro'D
. for he J" IND.
4. E� R,1 R, NFPA 13 with
C-ar me i-, pip. ..pp.ft (p.- b�tw yNRG
19 1
MIN
SEEM
Em
.T.- =PU2.111G3 .213 W.T.-INA-r
APPup d-an, LH ___.W.'s
,'t, NAA.N BYAESn Typ.
_.S. I 2�s Iv
=Ih-Nw.AWpHhkIE,s. 09" ..RWu1RMdshS 90,3�1
nIM 263.3 g Pw 114�..
P- l-E---'R-= GIEW
F- - InMos H... BM P_
I -I d- B B
D En
Tol I Um,
.13
F:EP h-DR-p-h, -I .'S OUS�
ft 0--pr-ED
Sam, Lrpt.� P.ZIP
H st- .,DR.
F,hDRhO.wdA a GI
G
-Y Pil 160.7 9M
.Dw I
TxAlrI=_`d_U_: 2E'.-'7 '�'pM�
N Rawd.O:1�
=Ifty By- TyINU
-GA IDS" MWS .1adt,
P,K_ . t
F:.. R-11- B P=_.l Is �ISPWI
las=R."D, S. IIL7�,
- S
0 P. P.D-t- ES,4 P.,
=�11 I'td, I--- 0 gp.
GA. Ase.
-1 I.Esu"D
ANN, TOO
T-" ::'I
2ea S
H1 N..
I-- -B. A.Uft
,::: . I- 'n.- ORII-� PPZ.-1.1."1.1dM1 e7sol
�BUILDI�NGSECTION a_ AD
IIL2�
te- CBUG�
T.11 Rpi.
AaO -D
SCOPEOFWORKBY URNS FIRE SYSTEMS INC.
-THIS SUBIMIrrFALIST0 PROVIDE SPRINKLER PROTECIFION TO EXISTING BUILDING.
13UILDING IS PRINCIPALLY LIGHT HAZARD OCCUPANCY WITH INCIDENTAL ORDINARY
HAZARD AREAS.
ROOM OCCUPANCY DIESIGNAT IONS
ALL AREAS ARE - HAzARD OCCURVACIES, EPE N AMM 01 .. INMY
BE ENAL NoTESE,
TALMO OCCUPANCY
1. GEBI AND INSTALUMON To CONFORM WIN SMA 13. CITY OF Eal .
/(H\
LIGHT IIAZARD light h .... I Gh.0 bs G a. -.1--ci.. .1 .1 -11
I ALL MATEFI To BE NEW AND M OR FM USTED.
PRO
whom the quantity and/or combustibility of Content, 1, 0, and fire, with ,I,tiwly low at,,
C11ON OF SPINDIKLER MOM PAUNT BY OTHERS.
4. AM TEREADED PIPE PIPE TO BE SCHEDULE 10 BLACK STDR, PIPE. JOINED WTH THUREADED CASIT RON M-N.S.
PIK ONED WITH GRO COUPLINGS WEH WELINED WTLE7S To BE K SM EDDITION PRE
AEL I
/H\
of ha.t mI .... Or e D�paot.d
ORDINARY HAZARD Ordinary h-rd (Group 1) Occupancies sh,11 be d4red As occupancies ME p,,V,,
6 NAMING M SOISMIC BRACUNG OF PIK TO BE IN ACCORDANCE WTH NRA #13 2013.
FIEFT 0 TO BE BUCK CAST IRON OR PAUNTED GRO-T. -
A� PIK ELEVABOM ARE TAKEN FROM CENTER UNE OF PIPE AND ARE AS MARKED ON TIES DNAANG&
of other occupancies where combustibility I, low. q ... tity of cmbu,tibl,, 1, moderate,
stockpile, of combustibles do at ed 8 -ft (2.4 m), and fires with moderate rates of heat
BE SYSTEM IS DESIGN BER-GER PER THE NOTES ON TIE PLAN
9. ALL MY BIR GING To BE 1' SCLED Q PIK FMBTEMD PER APPROPRATE GEIAIL
AH
H.I.... or. expected.
ORDINARY HAZARID Ordinary hazard! (Group 2) mcupOrcies hall be d,fl,,d - occupancies or p,,tio,s
10
11 � GROOMED COUPUNG A E TO HE RIGID UNLESS NOTED GTHERN .
Row AND TAMPER SWITCHES TO BE PROKIKED AND INSGAMED) BY BURNS RRE PECTECTON SYSTEMS INC..
of other occupancies where the q,,ntity and combustibility 'Of Content, or, moderate to high.
�1 AM BLEDIFICAL WRING TO BE PERFORMED BY OTHERS
where stockpiles of contents with moderate rates of IT set mi-se do not ..... d 12 ft (3.66 m)
3. ALL FLOW S AND TAMPER OWTOLUES SHAM BE TAMPERED/MMITOR AS REWIRED BY ODE
and stockpile, of Contents with high rate, of he,t release do not exceed 8 ft (2.4 m).
14. IT IS INS RESPOSSEE-HEY OF THE OWNER TO MAINTAI ADEQUATE HEAT IN AREAS smi WEE PIPE SFRINRUEG
SOLIPME T, TO PREWST MEZZING MTER IN THE PIPES.
IS SPRINKLER HEADS ME To RE - PER NFRA13. AND THEIR El USTING,
HYDRAULIC CALCULATION DESIGN PARAMETERS
ATT, PEN TRAPONS THRO RATED WALL SHAM BE PRE-CAUSKED.
TH S BUILDING IS PRIMARE-Y INGHT NACEARD 00- MITH INCIDENTAL ORDINARY HAZARD.
TOTAL NU BER OF SPRINNEERS = 20.
HYDRAULIC DESIGN IS AS NOTED ON PIPING PLANS. following adjustment to design has been made
!S
9 AREA OF ITIE BUILUING: BVO SO ff. BASEMENT
NFPA #13 2013-11.2.3.2.3.1 Where, listed quick -response sprinkler, including extended cwemge quick MSPDMA,
.1 SQUETE FIRST -OR
5100 SKEFT. M
sprinklers, am used throughout a system or portion of a system having the same
hydraulic design basis, the system ama of operation shall be Permitted to be reduced without
INSTALLATION NOTES
havusing the density as indicated in Figure 11.2.3.2.3.1 when all of the following conditions
rENE DRY BARRE SPRINKLERS ME USED, THE MINIMUM BARREL LENGETH TO BE BASED ON MINIMUM BE
a. satisfied :
'D INS DEMD-DO DEGREEOULTUDIDETEMP THE MINIMUM BARREL MINGTH! INSIDE OF11HE BUILDING
(1) Wait pipe system
S'11.
FLEXIBLE Do PUNGS EANCH SNDE OF PE- OF FIRE CONCRETE, CMU - OR FIRE RATED
(2) Light haacard or ordinary hazard occupancy
_TIONS
TAFFIRAL MADING
(3 20 ft (6.1 m) maximum ceiling height
AND LIM RESTRAINTS Nor REQUIRED-H-GERS RCND$ LESS THAN TMEASURED FROM MR
OF PIPE
(4)) There am no unprotected calling pockets as allowed by 8.6.7 and 8.8.7 exceeding 32 ft2
PIPING SYMBOLS:
Approximate H,,g,r Location
Approximate gracing Location
App-mote Location of Gra.ved Coupling
.0-0
Elevation fhan, Floor to Cent,din, of Pip,
-0 BOJ
Elevation down from Joist to C.M.Hin. of Pip.
-0 BOB
Elevation down from Boom to Carteriffne of Pip,
(0.-0.)
Center to Center Dim.n.1- of Pip.
cr-o"
cut Dum ... ien of Pipe
-
Hydraulic R.f.r.n.. Point
RN./Dr.p
Main Sprinkler BIT..
(NAS)
No A.t-.ti. Sprinklers
(NTS)
NOT TO SCALE
T�-
LINE RESTRAINT
BFPS, INC
P.O.B. 1110
GRANITE FALLS, WA
425-388-0124
DESIGN QUESTIONS 360-580-1062
load at
SZ ".PB -I
.-F- §!?�- PIPE TYPE/SOHED. NOI NOM, ID Pip, . -an.
25
SCH 'ND
"
" ,
':so
1: 4.
1 1�z
sCH A10
SCH Ao
118o
1.6 to
B&I
2
3 .1
j2� flO.
5
2'
2 1/2'
SO
&5
ddyG
" "
dd4.-
z
2. S
2-
52.5
62.7
3.79
5.1
15' a'
1 5' o"
3
4
6
an
�O I
So
:d
;d
D TD .10
3.314
4.31
6.3,
77.s
lo-
154.1
lo.86
23
15, a.
15' T
15'
a 7
1 �25
.
20G
SCHED 10
8,25
20B
40.08
15'02:
�7'
2
5 ecIGev
Mb.Cv'1` 1-1. �- 'l
se OF'.3'e p
E ING DIVISION
�6 NOTED
MOO
oa�
RECEIVED
J
CrYYCOPY
APR 0 9 2019
BUILDING
NOTES AND
COASTAL COMMUNITY
BANK
'BRANT
FDETAILS
123 3RD AVE S
=No.
cofiEWAT
Or NO,
EDMONDS, WA
DOF
RED
CONTRACTOR
FP I
I
4-
@—Mq �MIPZING PLAN
PLAN
) WN N—ON
RECEIVED
APR 0 9 20
BUILDING
NOTES REVL91ONS SPRINKLER SYMBOLS BASEMENT AND
........ V;"� LEVEL 1 PLAN
mkwWw ....... BFPS, INC COASTAL COMMUNITY BANK
CERTIFICATE 00 TEMS NO.
FIRE of NO.
PROTECTION SPRINKLER Negy P.O.B. 1110 123 3RD AVE S
D.M Y.I. 1 M IBR mo
2eOS0898-C L-1 3 1 u 1, GRANITE FALLS, WA Cl� OF EDMONI
B=,Fl. Sy-NOO' i— I �1' il i EDMONDS, WA
S SFPd4IOu .1p NATES
425-388-0124 1/,.=ll
n�A 4/1/19
n7F
...........
DESIGN QUESTIONS 360-580-1062 CONTRACTOF-- �-�FP 2
LECTED CEILING PLAN
.............. .......
FIRE IldlWalpRolo."MNIVE1,18. :
26(WOS9S-C Level 3
8""* 1 M P'ot'ojon System, mc
.".$FP84IDU
In, I
D,
LEVEL 1 REFLECTED CEILING PLAN
BFPS,INC COASTAL COMMUNITY BANK
P.O.B. 1110 123 3RD AVE S
GRANITE FALLS, WA EDMONDS, WA
425-388-0124
DESIGN QUESTIONS 360-580-1062 CONTRACTOR
RECENED
APR US 2019
211
BASEMEIRWINC
LEVEL 1 RCP
—m— CITY OF MMM
D.YAT
FP3
LEVEL 2 PIPING PLAN
............... wififir ........
N r
ENCY
A
R.ECPER%MCTIMTOENWOS'I'RCIONMKL�E SYSTEMS:
yt..
200-0898-C Le,el 3
Su— M Pr-ta,wnSystlml 11c.
SURNSFP8410U'
4/7/19
40��O� ..........
SPRDH= SYMBOIS
LEVEL 2 REFLECTED CEILING PLAN PLAN
BFPS,INC
P.O.B. 1110
GRANITE FALLS, WA
425-388-0124
DESIGN QUESTIONS 360-580-1062
COASTAL COMMUNITY BANK
123 3RD AVE S
EDMONDS, WA
CONTRACTOR
RECEIVED
APR 0 9 &d
BUILDING
1 P-npING PLAN ]
FP 4
Equipment Legend
Site Plan
Duant"t
Manufacturer
Mnripi
De-Rcirmptann
11
POTTER
IPA-60
Fire Alarm Control Panel
I
POTTER
PAD100-SD
Smoke Detector
I
POTTER
PAD100-PSSD
Pull Station
4
POTTER
PAD100-SIM
Single Input Module
I
POTTER
HS-24WR-WP
Outdoor Horn/Strobe
FAEs—I
1
AES
7707
AES Radio Commulcator
Bulk
Genesis
118/4c Plenum Fire Cable - Initiation Circuit
Bulk
Genesis
14/2c Plenum Fire Cable - Notification Circuit
1
Others
Watertlow, Switch to be monitored
X-0
3
Others
Tamper Switch to be monitored
r1l
1
Others
PIV to be monitored
FAA
I
POTTER
5600-RA
Remote Annuciator
Fio, ,
3
POTTER
S-24WW
Wall Strobe - White
12
POTTER
CHS-24W
Ceiling Horn/Strobe - White
Vir-initV MaI3
Brackett's Daley St
Landing North
Civic Ce
Playfi(
'tfs
?
South
Coastal Community Bank
r- j I
is I ton
,00th Dayton St
Maple St >
CD
CA)
Alder St
Beck Ln
Girardi's Osteria
Riser Diaoram
LILI
;t i-
0
c14
1 b
0
1
EXII
(1:
+60.
04.
............
N89"59'41"E 144.06'
r,-'\SITE PLAN
TRASH/RECYCLING
ENCLOSURE
Installation of a New POTTER fire alarm system with AES radio communication.
Per site discussions between Coastal Bank and,the Fire Marshal
it was determined that this site will require monitoring of the sprinkler
system, notification in the basement and mezzanine as well as an outdoor horn/strobe.
Panel will be installed in the Northwest corner of the building in the same
closet that houses the sprinkler riser.
TOF OF DETECTOR
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Sheet FA 1.0 Cover Page
Sheet FA 2.0 Basement Layout
Sheet FA 3.0 Lobby Layout
Sheet FA 4.0 Mezzanine Layout
Sheet FA 5.0 Battery Calics;
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