BLD201902290� EID)A-f
C)
STATUS: ISS
Expiration Date: 03
Parcel No: 00434400700800
CITY OF EDMONDS
1215TH AVENUENORTH - EDMONIDS,WA 98020
N�'v PHONE: (425) 771-0220 - FAX: (425) 771-0221
U'Lu
Perndt#:,BLD20190229
Project Address: 201 MAIN ST, EDMONDS
P&OW-rZT)" OWNER
APPLICANT
CONTRACTOR
PEOPLESBANK
MOORE FIRE PROTECTION
MOORE FIRE PROTECTION
C/O EDMONDS 2020 LLC
C/O TRACY MOORE
C/O TRACY MOORE
307 BELL ST
18621 SE MAY VALLEY RD
18621 SE MAY VALLEY RD
EDMONDS, WA 98020
STE 201
STE 201
ISSAQUAH, WA 98027
ISSAQUAH, WA 98027
(425) 271-5 5 98
(425) 271-5598
LICENSE #: MOORETP I 16NP EXP:08/26/2019
JOB D-K.CRIPTII11V
REVISE EXISTINGF/S SYSTEM TO ACCOMMODATE TI. NO CHANGES TO EXISTING RISER, MAINLINES OR BRANCH LINES
VALUATION: $25,180
PERMIT TYPE: Commercial
PERMIT GROUP: 30 - Fire Sprinkler
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION:
RETAINING WALL ROCKERY:
OCCUPANT GROUP
OCCUPANT LOAD
FENCE: 0 X 0 FT.)
CODE:
OTHER ------- OTHER DESC
ZONE:
INUMBER OF STORIES: 0
VESTED DATE:
INUMBER OF DWELLING UNITS: 0
LOT 4:
F-XISTING AREA
0 1 ST FLOOR: 0 2ND FLOOR: 0
PRO PO S FD A RFA
IBASEMEN : 0 1 ST FLOOR: 0 2ND FLOOR: 0
13 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
IBEDROOMS 0 BATHROOMS: 0
1BEDROOMS: 0 BAT HROOMS: 0
FRONT SETBACK SIDESETBACK RE4RSETBACK
REQU I RED: PROPOSED: IREQUIRED: PROPOSED� IREQUIR-Di PROPOSED:
HEIGHT ALLOWED:O PROPOSED 0 IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITHCFTY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK 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.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER DEPUTY AND ALL FEES ARE PAID.
ra—J Fa-%� foLe I FO 1-1-2- 3 -),3- 312-Z'12-01?
Signature Print Name Date
Date
ATTENTION
ITIS UNLAWFUL To USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBCI09/ IBCI 10/ IRCI 10.
= FIRE = APPLICANT = ASSESSOR = Cny
STATUS: ISSUED
BLD20190229
• 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 thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies 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 from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times 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 from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this perrnit. 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.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, E-rc.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE BCDC 19.00.005(A)(6)
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: Services
are now scheduled online. If you
FIRE (425) 775-7720
3. Then: Perm its/Development
have difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (425) 771-0236
5: If you don't have 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 leave the following 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 Bucket Test
F-Fire Sprinkler Pressure Test
F-Fire Sprinkler Acceptance
F-Fire Compliance
F-Fire Final
0
I
"Q C' 1 S9�
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: 201 Main Street, Edmonds, WA 98020
Parcel: 00434400700800
Lot /Unit/Suite #: Subdivision:
PROPERTY OWNER:
Name: Edmonds 2020 LLC
Mailing Address: P.O. Box 1773
City/State/Zip: Edmonds, WA 98020
Phone #
Email:
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? 0 Yes 1Z 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: Moore Fire Protection
Mailing Address: 14401 Issaquah -Hobart RD SE, Suite 304
City/State/Zip: Issaquah, WA 98027
Phone #: 425-271-5598
E-mail- finnymatua@moorefire.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:
MOOREFP1 16NP
CITY OF EDMONDS BUSINESS LICENSE #: NR-026511
Office Use Only
TYPE OF PERMIT (Provide
El Accessory Structure/
Detached Garage
Details on Page 2)
0 Addition
El Demolition
0 Mechanical
* New Single Family / Duplex
El Plumbing
* Fire Sprinkler
0 Remodel
El New Commercial/ Mixed Use
El Re -Roof
0 Signs
0 Tank
0 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: $25,180.00
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished 0 Unfinished 0
1st Floor, sq ft:
0
2nd Floor, sq ft:
N/A
Garage/Carport:, sq ft:
N/A
Deck/Covered Porch/Patio:
N/A
Othersq ft: N/A
PROJECT DESCRIPTION
Revise existing fire sprinkler system to accommodate
tenant improvement. There are no changes to existing riser,
main lines, and branch lines.
I 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: Finny Matua
Signature: Date 2/27/19
FIREPROTECTION
PEOPLES BANK
TENANT IMPROVEMENT
2013 NFPA 13
201 Main Street
Edmonds, WA 98020
C )y RECEIVED
Col
MAR 0 4 2019
BUILDING
MATERIAL SPECIFICATIONS
14401 Issaquah -Hobart Rd SE (425) 271-5598 State Contractor's License
STE 304, Issaquah, WA 98027 Fax: (425) 496-8363 # MOOREFP116NP
13L,D rol in, oaQ��
THIS PAGE INTENTIONALLY LEFT BLANK
Worldwide www.tyco-fire.com
tqcao Contacts
Series TY-FRB,, 5.6 K-factor
Upright, Pendent, and Recessed Pendent Sprinklers
Quick Response, Standard Coverage
General
Description
The TYCO Series TY-FRI3, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers described in this data sheet
are quick response, standard coverage,
decorative 3 mm glass bulb -type spray
sprinklers designed for use in light or
ordinary hazard, commercial occupan-
cies such as banks, hotels, and shop-
ping malls.
The recessed version of the Series
TY-FR13 Pendent Sprinkler, where
applicable, is intended for use in areas
with a finished ceiling. This recessed
pendent sprinkler uses one of the
following:
• A two-piece Style 15 Recessed
Escutcheon with recessed adjust-
ment up to 5/8 inch (15,9 mm) from
the flush pendent position.
• A two-piece Style 20 Recessed
Escutcheon with recessed adjust-
ment up to 1/2 inch (12,7 mm) from
the flush pendent position.
The adjustment provided by the
Recessed Escutcheon reduces the
accuracy to which the fixed pipe drops
to the sprinklers must be cut.
Intermediate level versions of Series
TY-FRI3 Sprinklers are described in
Technical Data Sheet TFP357. Sprin-
kler guards and shields are described
in Technical Data Sheet TFP780.
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.
NOTICE
The TYCO Series TY-FRB 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 authori-
ties having jurisdiction. Failure to do so
may impair the performance of these
devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
-tor or product manufacturer with any
questions.
Sprinkler
Identification
Number (SIN)
TY313 ...... Upright 5.6K, 1/2-NPT
TY323 ...... Pendent 5.6K, 1/2-NPT
Technical
Data
Approvals
Refer to Table A
Maximum Working Pressure
175 psi (12.1 bar)
250 psi (17.2 bar)*
* The maximum working pressure of 250 psi 117.2 bar)
only applies to the listing by Underwriters Lab�
ries, Inc. (UL).
Discharge Coefficient
K=5.6 GPM/psi/2 (80,6 LPM/bar'�2)
Temperature Rating
Refer to Table A
Finishes
Sprinkler: Refer to Table B
Recessed Escutcheon: White Coated,
Black Coated, Chrome Plated, or Brass
Plated
Physical Characteristics
Frame ............................ Bronze
Button ...................... Brass/Copper
Sealing Assembly ... Stainless Steel w/TEFLON
Bulb............................... Glass
Compression Screw ................. Bronze
Deflector .......................... Bronze
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, allowing the sprinkler to
activate and water to flow.
Design
Criteria
The TYCO Series TY-FRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers are intended for fire protec-
tion systems designed in accordance
with the standard installation rules
recognized by the applicable Listing or
Approval agency (such as, UL Listing
is based on the requirements of NFPA
13, and FM Approval is based on the
requirements of FM's Loss Prevention
Data Sheets). Only the Style 15 or Style
20 Recessed Escutcheon is to be used
for recessed pendent installations.
Page I of 4
FEBRUARY 2018
TFP172
TFP172
Page 2 of 4
Components: *Temperature rating is Pipe thread connections per ISO 7-1
1 - Frame 4 - Bulb indicated on Deflector. can be provided on special request.
2 - Button 5 - Compression STYLE 15 or 20
3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16" (11,1 mm) RECESSED
Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE -IN ESCUTCHEON
6
5 7/16"
(11,1 mm)
4 NOMINAL 2" 0-0
MAKE -IN (50,8 mm) I
2 2" 1-3/8"
3 (50,8 mm) (34,9 mm)
F1
L E/a I
1 1/2" NPT** DEFLECTOR * �__ 2-7/8" (73,0 mm) DIA. __�
CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT
FIGURE 1
SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS
5.6 K-FACTOR, 112 INCH NPT, QUICK RESPONSE
WRENCH RECESS
(USE ONLY
A")
END
FIGURE2
W-TYPE 6
SPRINKLER WRENCH
WRENCH
RECESS
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 3
W-TYPE 7 RECESSED
SPRINKLER WRENCH
Instaliation
The TYCO Series TY-FRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers must be installed in accor-
dance with this section.
General Instructions
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 135'F (57*C) and 3/32
inch (2,4 mm) for the 286oF (141'C) tem-
perature ratings.
A leak -tight 1/2 inch NPT sprinkler
joint should be obtained by applying a
minimum to maximum torque of 7 to 14
ft.-Ibs. (9,5 to 19,0 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 the Escutch-
eon Plate by under- or over -tightening
the sprinkler. Re -adjust the position of
the sprinkler fitting to suit.
Upright and Pendent Sprinklers
The Series TY-FRIB Upright and
Pendent Sprinklers must be installed
in accordance with the following
instructions.
Step 1. Install Pendent sprinklers in the
pendent position. Install upright sprin-
klers in the upright position.
Step 2. With pipe -thread sealant
applied to the pipe threads, hand -
tighten the sprinkler into the sprinkler
fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
6 Sprinkler Wrench (Figure 2). With ref-
erence to Figure 1, apply the W-Type 6
Sprinkler Wrench to the wrench flats.
Torque sprinklers 7 to 14 ft.-lbs. (9,5 to
19,0 Nm).
Recessed Pendent Sprinklers
The Series TY-FRIB Recessed Pendent
Sprinklers must be installed in accor-
dance with the following instructions.
Step A. After installing the Style 15
or Style 20 Mounting Plate over the
sprinkler threads, and with pipe -thread
sealant applied to the pipe threads,
hand -tighten the sprinkler into the
sprinkler fitting.
Step B. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
7 Recessed Sprinkler Wrench (Figure
3). With reference to Figure 1, apply the
W-Type 7 Recessed Sprinkler Wrench
to the sprinkler wrench flats. Torque
sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0
Nm).
Step C. After ceiling installation and
finishing, slide on the Style 15 or Style
20 Closure over the Series TY-FRIB
Sprinkler and push the Closure over the
Mounting Plate until its flange comes in
contact with the ceiling.
Care and
Maintenance
The TYCO Series TY-FRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers must be maintained and ser-
viced 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, obtain permission to
shut down the affected fire protection
systems from the proper authorities
and notify all personnel who may be
affected by this action.
Absence of the outer piece of an
escutcheon, which is used to cover
a clearance hole, can delay sprinkler
operation in a fire situation.
The owner must assure that the sprin-
klers are not used for hanging any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non -
operation in the event of a fire or inad-
vertent operation may result.
Sprinklers which 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 Asso-
ciation (e.g., NFPA 25), in addition to
the standards of any other authorities
having jurisdiction. Contact the install-
ing contractor or product manufacturer
with any questions.
Automatic sprinkler systems are rec-
ommended to be inspected, tested,
and maintained by a qualified Inspec-
tion Service in accordance with local
requirements and/or national codes.
TFP172
Page 3 of 4
2-7/8" DIA.
(73,0 mm)
2-1/4" DIA.
FACE OF (57,2 mm)
SPRINKLER
FITTING 5/8" (15,9 MM)
i- FLUSH
3/8:t5/16" 17
/Z
(9,5t7,9 mm)
7-7
MOUNTIN
SURFACE�/ (3,2 mm) — I -
CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm)
TY-FRB PLATE 3/4" (19,1 mm)
FIGURE 4
SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323)
WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15
RECESSED ESCUTCHEON
2-7/8"DIA.
(73,0 mm)
FACE OF
SPRINKLER 2-1/4"DIA.
FITTING (57,2 mm)
5/16±1/4" 1/2" (12,7 mm)
(7,9±
FLUSH
MOUNTING 1/8.,
SURFACE (3,2 nmrn)
CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm)
rY-FRB PLATE 7/8" (22,2 mm)
FIGURE 5
SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323)
WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20
RECESSED ESCUTCHEON
Limited
Warranty
For warranty terms and conditions, visit
www.tyco-fire.com.
a
Ordering
Procedure
Contact your local distributor for avail-
ability. When placing an order, indicate
the full product name and Part Number
(PIN).
Sprinkler Assemblies with NPT
Thread Connections
Specify: Series TY-FRB Upright or
Pendent (specify) Sprinkler, SIN
(specify), K=5.6, Quick Response,
(specify) temperature rating, (specify)
finish, P/N (specify, refer to Table A).
Recessed Escutcheon
Specify: Style 15 Recessed Escutch-
eon with (specify*) finish, P/N (specify*)
Specify: Style 20 Recessed Escutch-
eon with (specify*) finish, P/N (specify*)
* Refer to Technical Data Sheet TFP770
Sprinkler Wrench
Specify: W-Type 6 Sprinkler Wrench,
P/N 56-000-6-387
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001
TFP172
Page 4 of 4
SPRINKLER FINISH (See Note 7)
K
FACTOR
TYPE
TEMPERATURE
BULB LIQUID
COLOR
NATURAL
BRASS
CHROME
PLATED
POLYESTERc
135-F (57-C)
Orange
UPRIGHT
(TY313)
155-F (68-C)
Red
175-F (79-C)
Yellow
and
1,2,3,4,5,6
5.6
1/2" NPT
PENDENT
(TY323)
-
200'F(93-C)
Green
286-F (141-C)
Blue
135'F(57-C)
Orange
RECESSED
PENDENT
(TY323)
Figures 4a and 5b
1,2,3,4
155'F(68-C)
Red
175-F (79-C)
Yellow
200'F(93-C)
--I
Green
Notes:
1 . Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers.
2. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers.
3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers.
4. Approved by the City of New York under MEA 354-01-E.
5. VdS Approved (For details, contact TYCO Fire Protective Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.)
6. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers.
7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion -Resistant Sprinklers.
a. Installed with Style 15 (1/2" NPT) 5/8" Total Adjustment Recessed Escutcheon, as applicable.
b, Installed with Style 20 (1/2" NPT) 112" Total Adjustment Recessed Escutcheon, as applicable.
c. Frame and Deflector only, Listings and approvals apply to color (Special Order).
TABLEA
LABORATORY LISTINGS AND APPROVALS FOR
5.6 K-FACTOR SPRINKLERS
P/Na 77 — XXX — X — XXX
SIN SPRINKLER
I I I
I
TEMPERATURE
FINISH
RATINGS
370 5.6K UPRIGHT (1/2- NPT) TY313 1 NATURAL BRASS
135
135-F (57-C)
371 5.6K PENDENT (1/2- NPT) TY323 3 PURE WHITE (RAL9010)-
POLYESTER
155
155-F (68-C)
Notes: SIGNAL WHITE (RAL9003)
a. Use suffix "I" for ISO 7-1 connection; for example, 4
POLYESTER
175
175-F (79-C)
77-370-4-175-1
5 JET BLACK (RAL9005)
200
200-F (93-C)
I POLYESTER
9 1 CHROME PLATED
286
286' F (141 'C)
Notes:
a. Eastern Hemisphere sales only
TABLE B
SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS
PART NUMBER SELECTION
1400 Permbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700
0 2018 Johnson Controls. All rights reserved, All specilications.nd other information shown were currentas oldocumeni revision date and are subject to change without-tice. Johnson VIVO
NATIONAL FIRE PROTECTION ASSOCIATION and NFPA an,,eglste,ed trade—ksoInIal—al Fie P,otectio, Assocmfi
TEFLON ,qi,edt,&demarkoID,Pont Controls
LL IVEDOSE*
SCHEDULE 10 0 40 SPRINKLER WE SUBMITTAL DATA SHEET
APPROVALS AND SPECIFICATIONS
• ASTM Al 35, Grade A
• ASTM A795, Type E, Grade A
• Pressure rated to 300 psi
• Underwriters Laboratories -
United States of America
• Underwriters Laboratories -Canada
• Factory Mutual
• NFPA-13
• NFPA-13R
• NFPA-14
• CIVIL DEFENSE APPROVAL -
United Arab Emirates
• Made in the United States of America
• UL, ULC & FM listed for roll -groove,
plain -end and welded joints for wet, dry,
preaction and deluge sprinkler systems.
• LEED v4 Certified
FINISHES AND COATINGS
• Schedule 10 & 40 Sprinkler Pipe receives an OD mill coating of water -based
paint which has corrosion protection expected with a painted carbon
steel product, i.e. it would be expected to resist corrosion for an
extended and indefinite period in a clean and dry environment and,
as environmental conditions deteriorate, the corrosion protection
would also diminish.
• Schedule 10 & 40 Sprinkler Pipe (black) receives an 10 mill coating of Eddy
Guard 11 MIC preventative coating. EG2 has been tested at
independent laboratories to resist bacterial growth and maintain
minimal bacterial count after multiple flushes (25) of the pipe.
• Schedule 10 & 40 Sprinkler Pipe when Hot Dip Galvanized by ASTM Al 23
and supplied by Bull Moose Tube is UL listed and FM approved.
PRODUCT IDENTIFICATION
Every length of Bull Moose fire sprinkler pipe features large, easy -to -
read, continuous stenciling, clearly identifying the manufacturer, type
of pipe, size, and length.
O.D. (in)
I.E. (in)
EMPtV Weight (lb/ft)
Water Filled Weight (lb/ft)
ERR.*
Pieces per Lift
1315
1.660
1.900
2375
2.875
3.500
4.500
6.625
8.625
1.097
1.442
1.682
2.157
2.635
3.260
4.260
6.357
B249
1.410
1.810
2.090
2.640
3.530
4340
5.620
9.290
15.940
1.800
2.51B
1 3.053
1 4223
5.893
7.957
11.795
23.038
1 40.086
15.27
9.91
1 716
6.27
4.92
3.54
2.50
1.15B
1.805
91
61
61
37
0
19
19
10
7
O.D. (in)
(in)
Empty Weight (lb/ft)
Water Filled Weight (lb/ft)
CU.*
Pieces per Lift
1.315
1.660
1.900
2.375
2.875
3.500
4.500
1.049
1380
1.610
2067
2A69
3.068
4.026
1.6110
2.270
2.720
3.660
5.800
7.580
10.800
Z055
2.918
3.602
5,114
7.875
10.783
16.316
1.00
1.00
1.00
1.00
1.00
1.00
100
1 70
1 51
1 44
1 30
1 30
1 19
1 19
*Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY
SUBMITTAL INFORMATION C
Project
Contractor
Engineer
Specification
Reference
Date F System Type
Locations I
Comments
0 Schedule 10 - Black 0 Schedule 10 -Hot Dip Galvanized 0 Schedule 40 - Black 0 Schedule 40 - Hot Dip Galvanized
! r
IBULLMOOSETUBEMOM
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
300
RING HANGER
1 thru 4 inch pipe
LISTED FOR STEELICIPVC
SIZE - ROD- 3/8" or 1/2"
SIZE - SYSTEM PIPE - 1/211 thru. 811
MATERIAL - Carbon Steel.
FINISH - Mil. Galvanized to G-90 specification.
LISTING/APPROVAL -
1/2 & 314 inch pipe
5 thru 8 inch pipe
'@n203-EX2551 1 "-8" -Q> Approval guide -1"-8" OSHPD OPA-0601 See Website.
USTED
Conforms to Federal Specification WW-H- 171 E type 10, and
Manufacturers Standardization Society SP-69, type 10.
MAXIMUM TEMPERATURE - 6500F.
FUNCTION - Pipe component of an AFCON hanger.
To support horizontal steel, CPVC or copper pipe.
INSTALLATION - Per these instructions including NFPA 13 and the
CPVC manufacturers instructions.
FEATURES
Sized and listed exclusively for use with #310 Surge Restrainer.
Band edge is offset for EASY pipe insertion.
Custom fit swivel nut for better retention in ring.
ORDERING - Part #, pipe size.
9/15
NFPA 13
PIPE ROD
I Yff.
5 WT+250
UL
TEST
LOAD
1
3/8
30.75
403.75
750
1 114
3/8
43.95
469.76
750
1 1/2
3/8
54.15
520.75
750
2
3/8
1 76.95
634.75
1 750
2 1/2
318
1 118.35
841m75
850
3
3/8
1 162.30
1061.50
1050
4
3/8
246.00
1480.00
1500
349.45
1996.75
2000
476.35
2631.75
2650
711.00
3805.00
, 4050
TT
B
A
+
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
655
ALL THREADED ROD CUT TO LENGTH
SIZE - 3/8 thru 7/8 inch rod in I inch
increments.
MATERIAL - Carbon Steel.
FINISH - Plain and E.G.
ORDERING - Part #, rod diameter, rod
length and finish.
ROD
SIZE
MAX. REC. LOAD LBS.
FOR SERVICE TEMP.
650*F
750*F
3/8
610
540
1/2
1130
1010
5/8
1810
1610
314
2710
2420
7/8
3770
3360
NOTE; maximum Temperature: 750*F
12/10
� 'C �W'
GENERAL INFORMATION
owmeaftwers-
3
Z
@C
WZ
CL
CD io0L
(,=, rn
CL =
CD
C
=3
0
0
GENERAL INFORMATION
MINI-UNDERCM TM
Internally Threaded Undercut Anchor
The Mini -Undercut+ anchor is an internally threaded, self -undercutting anchor designed for
performance in cracked and uncracked concrete. Suitable base materials include post -tension
concrete (PT slabs), hollow -core precast concrete, normal -weight concrete, sand -lightweight concrete
and concrete over steel deck. The Mini -Undercut+ anchor is installed into a pre -drilled hole with
a power tool and a setting tool. The result is an anchor which can provide consistent behavior at
shallow embedments as low as 3/4 of an inch. After installation a steel element is threaded into the
anchor body.
GEUERAL APPILICATIOUS ARD USES
• Tension zones, seismic and 9 Fire Sprinkler & pipe supports
wind loading applications * Cable Trays and Strut
• Suspended Conduit 9 Suspended Lighting
• Ideal for precast hollow -core plank and post -tensioned concrete slabs
• Cracked concrete tested alternative to a mini dropin anchor
• ANSI carbide stop bit with enlarged shoulder for accurate drill depth
• Anchor design allows for shallow embedment as low as 3/4 of an inch
• Internally threaded anchor for easy adjustment and removability of threaded rod or bolt
• Drill and drive the anchor with one tool for fast anchor installation
International Code Council, Evaluation Service (ICC-ES), ESR-3912 for Concrete and Hollow -Core
precast slabs, code compliant with the 2015, IBC, 2015 IRC, 2012 113C, 2012 IRC, 2009 IBC, and
2009 IRC.
• Tested in accordance with ACI 355.2 (including ASTM E 488) and ICC-ES AC1 93 for use in
concrete under the design provisions of ACI 318-14 Chapter 17 or ACI 318-11/08 Appendix D
• Evaluated and qualified by an accredited independent testing laboratory for recognition in
cracked and uncracked concrete including seismic and wind loading (Category 1 anchors)
• FM Approvals (Factory Mutual) — File No. J.]. 3059197
CSI Divisions: 03 16 00 - Concrete Anchoring and 05 05 19 - Post Installed Concrete Anchors.
Expansion anchors shall be Mini -Undercut+ as supplied by DEWALT, Towson, MD. Anchors shall be
installed in accordance with published instructions and the Authority Having Jurisdiction.
SECTION CONTENTS
General Inforimation ......................... 1
Installation Instructions .................. 2
Reference Data (ASD) ...................... 3
Strength Design (SD) ....................... 4
Ordering Information ....................... 6
MINI -UNDERCUT+
THREAD VERSION
e UNC Thread
ANCHOR MATERIALS
* Zinc plated carbon steel
ANCHOR SIZE RANGE (TYR)
0 3/8"
SUITABLE BASE MATERIALS
• Post -Tension Concrete
• Precast Hollow -Core Plank
• Normal -weight concrete
CODE USTED
[CC -ES ESR-3912
CONCRETE
INSTALLATION INSTRUGTIONS
INSTALLATION INSTRUCTIONS
A T
4, 4.
�11�15
ONN"'I'M
M I P,
UNIM
Using the required stop drill
Remove dust and debris from
Attach the required SDS setting Thread the rod or bolt
bit, drill a hole into the base
the hole during drilling (e.g.
tool to the hammer -drill. Mount by hand until snug fight
material to the required depth
dust extractor) or following
the open end of the anchor (minimum of 4 full rotations).
using the shoulder of the drill
drilling (e.g. suction forced
onto the setting tool. Drive the
bit as a guide. The tolerances
air) to extract loose particles
anchor into the hole until the
of the drill bit used must meet
created by drilling.
shoulder of the anchor is flush
the requirements of ANSI
with the base material.
Standard B212.15.
Installation Inforntation for Mini -Undercut+ Anchor'-'.'
��Zl
1"191
Do not further tighten with
adjustable wrench or similar tool.
Nonitinall Anchor Diameter onch)
Anchor Propefty/Setting Infonnation
syn"
Unth;
3/8
Anchor outside diameter
da
in.
(mm)
0.625
(15.9)
Internal thread diameter (UNG)
d
in.
(mm)
3/8
(9.5)
Nominal drill bit diameter
dbn
in.
(mm)
5/8
ANSI
Minimum nominal embedment depth
h=
in.
(mm)
3/4
(19)
Effective embedment depth
hef
in.
(mm)
3/4
(19)
Hole depth
ho
in.
(mm)
3/4
(19)
Overall anchor length (before setting)
in.
(mm)
15/16
(24)
Approximate tool impact power (harnmer-drill)
J
2.1 to 2.8
Minimum diameter of hole clearance in fixture for
dh
in.
7/16
steel insert element gollowing anchor installation)
Minimum member thickness in normal -weight
hr*
in.
2-1/2
concrete
(mm)
(64)
Minimum cover thickness in hollow core concrete
in.
1-112
slabs (see Hollow -Core concrete figure)
(mm)
(38)
Critical edge distance
cac
in.
(mm)
2-1/4
(57)
Minimum edge distance
Cn*,
in.
(mm)
2-1/2
(64)
Minimum spacing distance
smin
in.
(mm)
3
(76)
Maximum installation torque
Tmu
ft.-lb.
(N-m)
5
(7)
Effective tensile stress area
A.
in.'
0.044
(undercut anchor bodh
(mml
(28.4)
Minimum specified uttimate strength
futR
psi
(Wmm�
95,000
(655)
Minimum specified y1eld strength
fy.
psi
(N/mmJ
76,000
(524)
Mean
uncracked concrete
A-
lbf/in.
50,400
axial stiffness'
Cracked conic
lbf/in.
29,120
For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m.
1. The Information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or AGI 318-11 Appendix D, as applicable.
2. For Installation detail for anchors in hollow -core concrete slabs, see Hollow -Core concrete figure.
3. The embedment depth, h—, is measured from the outside surface of the concrete member to the embedded end of the anchor.
4. Mean values shown, actual stiffness varies considerably depending on concrete strength, foading and geometry of application.
0
t5
2
C=
0
Q)
_0
zW
2
C13
4a)
ON�
I
REFERENCE DATA (ASD)
NEWLT
WAMvU-?M*rT
CD
B �
Z
C
Q) C z
CD
0_
(::: rn
::3
C)L
CD
a C)17
q
—1
0
Mini -Undercut+ Anchor Detail
4
I> V
1h..
� T_.e
A A A
7_-
>
4 1
'A
Before After
Mini -Undercut+ Anchor Installed with Steel Insert Element
..........
REFERENCE DATA
:-A
>
... d Q__1
*�Nmm
STOP DRILL BIT
MINI -UNDERCUT+
SETTING TOOL
A
2,
D...t I,,,d Q__-
""I
Ultimate and Allowable Tension Load Capacities for Mini -Undercut+ In Normal -Weight ConcreteV., W-0-:
Minknurn Concrete Compressive Strength
Nominal
Rod/
Minimum
Nominal
fIc = 3,000 psi (20.7 NIPa)
tIc = 4,000 psl (27.6 MPa)
Anchor
Diameter
Embed.
Depth
ummate
Allowable
U!"mate
Allowable
Tension
Shear
Tension
Shear
Tension
Shear
Tension
Shear
d
In.
in.
(mm)
Ills
lbs
lbs
lbs
lbs
lbs
lbs
lbs
(kN)
(kN)
(Il
(kN)
(kN)
wo
(kN)
(kN)
3/8
3/4
1,535
1,975
385
495
1,770
2,275
445
570
(19)
(6.8)
(8,8)
(1.7)
(2.2)
(7.9)
(10.1)
(2.0)
(2.5)
1. Tabulated load values are for anchors installed in concrete. Concrete Compressive strength must be at the specified minimum at the time of installation.
2. Allowable load capacities are calculated using an applied safety factor of 4.0.
3. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths.
Ultimate and Allowable Tension Load Capacities for Mini -Undercut+ In Hollow -Core Plank""'
Minimum Concrete Compressive Strength
Nominal
Mfnlmmn
RGd/
Nominal
f1c = 5.000 psi (34.5 MPa)
Vc = 6,0DO psi (41.4 14Pa)
Vc = 8,000 psi (55.2 111
Anchor
Embed
Urdmate
Allowable
U to
Allowable
ummate
Allowable
Diameter
Depth
Tension
Shear
Tenslon
Shear
Tension
Shur
Tension
Shear
Tension
Shear
Tension
Shear
d
In.
In.
(mm)
ths
Ris
lbs
lbs
Ill
lbs
His
Ills
lbs
lbs
lbs
Ills
I
(kN)
(kN)
(kN)
(kN)
(kN)
(kK)
(kN)
(W)
(kM
om
(kK)
(kK)
3/8
3/4
1
1,855
2,590
465
650
2,035
2,835
510
710
2,345
3,275
585
820
(19)
(8.3)
(11.5)
(2.1)
(2.9)
(9-1)
(12.6)
(2.3)
(3.2)
(10.4)
(14.6)
(2.6)
(3.6)
1, Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation.
2. Aftwable load capacities are calculated using an applied safety factor of 4.0.
3. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths.
Mlni-Undercut+ Installed Detail for Anchor In the Underside of Hollow -Core Concrete slabs
12-
MR
Y
8
Ma.
Mtn.
10-17,
8WMKMDBY,210WeM
STRENGTH DESIGN (SD)
STRENGTH DESIGN (SD)
Tension Design Information for Mini-Undemut+ Anchors In the Underside of COM, LISTED]
Normal -weight Concrete and the Underside of Hollow -Core Concrete Slabs',','.'.','.' I ICG-ES ESR-3912
Nominal Anchor Sin Threaded Rod Diameter Qnch)
Design Characteristic
Notation
units
318
Anchor category
1, 2 or 3
1
Nominal embedment depth
hw
in.
(mm)
3/4
(19)
Steel Strength In Tension (ACI 318-14 17A.1 or ACI 318-11 D.S.11)
Steel strength in tension
lb
4,180
(18.6)
Reduction factor for steel strength
0.65
Concrete Breakout Strength In Tension (ACI 318-14 17A.2 or ACI 318-110.5.2)
Effective embedment
hei
in.
(mm)
3/4
(19)
Effectiveness factor for uncracked concrete
24
Effectiveness factor for cracked concrete
17
Modification factor for cracked and
uncracked concrete
1.0 (see note 5)
Critical edge distance
cac
in.
(mm)
2-1/4
(57)
Reduction factor, concrete breakout strength'
0
-
1 0.40
Pullout Strength In Tension (ACI 318-14 17A.3 or ACI 318-11 0.")
Pullout strength, uncracked concrete
NPI=
lb
W
See note 7
Pullout strength, cracked concrete
Np.a
lb
(W)
455
(2.0)
Reduction factor, pullout strength
0.40
Pullout Strength In Tension For Seismic Applications (ACI 318-14 17.2.3.3 or ACI 318-11 0.3.3.3)
Characteristic pullout strength, seismic
1
NPA
lb
(kN)
1
410
(1.82)
Reduction factor, pullout strength, seismic
6
-
0.40
For SI: 1 inch = 25.4 mm, 1 ksi = 6.894 N/mm'; 1 Ibf = 0.0044 M.
1 . The data In this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the
additional requirements of ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable, shall apply.
2. Installation must comply with manufacturer's published installation instructions and details.
3. AM values of 0 are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2.
4. The threaded rod or bolt strength must also be checked, and the controlling value of q6 between the anchor and rod must be used for design.
5. Select the appropriate effectiveness factor for cracked concrete (k.) or uncracked concrete �_) and use Vc�N = 1.0.
6, The characteristic pullout strength for concrete compressive strengths greater than 2,500 psi for anchors may be increased by multiplying the value In the table by Y'c / 2,500rl for ps( or
Wc / 17.2)". For hollow -core concrete slabs the characteristic pullout strength for concrete compressive strengths greater than 6,000 psi for anchors may be increased by multiplying the value
in the table by (f'c / 6,000)" for psi or (f'c / 41.4r I.
7. Reported values for characteristic pullout strength In tension for seismic applications are based on test results per ACI 355.2, Section 9.5.
STRENGTH DESIGN (SD)
OMAR,
OMMEDIY-;�O%
CID
cl
CD
C
::3
0
=r +
0
Shear Design Information for Mini -Undercut+ Anchors in the Underside of
Normal -weight Concrete and the Underside of Hollow -Core Concrete Slabs',','.'.'.'
FColo], USTI&D
U
TOEIS ESO-3912
I
Design Characteristic
Notafflon
Units
Nominal Anchor Size I Threaded Rod Diameter finch)
3/8
Anchor category
1, 2 or 3
1
Nominal embedment depth
hmm
in.
(mm)
3/4
(19)
Steel Strength In Shear (ACI 318-14 17.5.1 or ACI 318-110.6.1)
Steel strength in shear
VM
lb
1 (kN)
985
(4.4)
Reduction factor, steel strength
—1
-
0.60
Steel Strength In Shear for Seismic (ACI 318-14 17.2-3,3 or ACI 318-11 D.3.3.3)
Steel strength in shear, seismic
Vsa. eq
lb
895
(4.0)
Reduction factor, steel strength in shear, seismic
0.60
Concrete Breakout Strength In Shear (ACI 318-14 17Z.2 or ACI 318-11 D.6.2)
Load bearing length of anchor in shear
P,
in.
(mm)
3/4
(19)
Nominal outside anchor diameter
da
in.
(mm)
0.625
(15.9)
Reduction factor for concrete breakout strength
0
1 -
0.45
Pryout Strength In Shear (ACI 318-14 17.5.3 or ACI 318-11 D.6.3)
Coefficient for pryout strength
kp
-
1.0
Effective embedment
he
in.
(mm)
3/4
(19)
Reduction factor, pryout strength
0.45
For SI: 1 inch = 25.4 mm, I Ibf = 0.0044 kN.
1 . The data In this table Is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable. for anchors resisting seismic load combinations the
additional requirements of ACI 318-17 17.2.3 or ACI 318-11 D.3.3, as applicable shall apply
2. Installation must comply with manufacturer's published installation instructions and details.
3. All values of 0 are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2.
4. The strengths shown in the table are for the Mini -Undercut+ anchors only, Design professional is responsible for checldng threaded rod strength in tension, shear, and combined tension and
shear, as applicable.
5. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and must be used for design in lieu of the calculated results using equation 17.5.1 .2b of ACI
318-14 or equation D-29 in ACI 318-11 D.6.1.2.
6. Reported values for steel strength in shear for the Mini -Undercut+ anchors are for seismic applications and based on test results in accordance with ACI 355.2, Section 9.6 and must be used
for design. I
VictaulicO Vic-FlexTm Sprinkler Fittings
Series AH2 and AH2-CC Braided Flexible Hoses
Series AH2 Series AH2-CC
1.0 PRODUCT DESCRIPTION
Ai C_ t -SU I -,&
10.85
Available Sizes by Component
• Series AH2 Braided Hose: 31, 36, 48, 60, 727790, 914, 1219, 1525, 1830mm. Note: length includes adapter
nipple and 5.75"/140mm straight reducer.
• Series AH2-CC: Braided Hose: 31, 36, 48, 60, 727790, 914, 1219, 1525, 1830 mm. Note: length includes
captured coupling and 5.757140 mm straight reducer.
• Sprinkler Reducers: 112" and 3/4715 and 20 mm sprinkler connections and 5.75, 9, 137140, 230, 330 mm straight
lengths and short, long 90' elbows. Note: The short 90' elbow is typically used with concealed sprinklers while
the long 90' elbow is typically used in the installation of recessed pendent sprinklers. Low Profile long, and short
90' elbows for use with Style AB11 Bracket.
* Inlet Connections:
9 1725 mm Grooved IGS
9 1725 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards.
- 3/4720 mm NPT or BSPT adapter nipples available for VdS.
0 11/47 32mm BSPT adapter nipples available for LPCB.
* Brackets:
9 Style ABI for suspended and hard -lid ceilings, allows installation before most ceiling tiles in place
• Style AB2 for suspended and hard -lid ceilings, allows for vertical sprinkler adjustment, and installation before
most ceiling tiles in place
• Style AB3 for surface mount applications, wood, metal and block walls
• Style AB4 for hard -lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment
• Style AB5 for hard -lid ceilings, allows for vertical sprinkler adjustment
• Style AB7 for suspended and hard -lid ceilings
• Style AB7 Adjustable for suspended and hard -lid ceilings
• Style AB8 for hard -lid ceilings with CD 60/27 profile metal studs (regionally available)
• Style AB9 for hard -lid ceilings with hat furring channel grid systems
• Style AB10 for ArmstrongO TechZone" ceilings
• Style AB11 for lay -in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low
profile installations (use only with 90' low profile elbows)
IALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.
System No.
Location
Spec Section
Paragraph
Submitted By
Date
Approved
Date
victaulic.corn
1. �C C-171 D A A 1111- - -1. All k
Vig-faldir rnm
1.0 PRODUCT DESCRIPTION (Continued)
Maximum Working Temperature
* 2250F/1070C
Maximum Working Pressure
* 200 psi/1375 kPa (FM Approval)
* 175 psi/1206 kPa (cULus Listed)
* 1600 kPa/232 psi (VdS/LPCB Approved)
Connections
• To adapter nipple (inlet) via
* Y/25.4 mm Grooved IGS
* 1725.4 mm NPT or BSPT male thread
* 3/4720 mm BSPT male thread (VdS only)
* 11/4732 mm BSPT male thread (LPCB only)
• To sprinkler head (outlet) via 112" or 3/4715 mm or 20 mm
Minimum Bend Radius
* 77178 mm (FM Approval)
* 2751 mm (cULus Listed)
* 3776.2 mm (VdS/LPCB Approved)
Maximum Allowable Sprinkler K-Factors
• FM (1/2715mm reducer) K5.6/8,1 (S.I.), (3/4720mm reducer) K14.0/20,2 (S.I.)
• cULus (1/2'715mm reducer) K8.0/11,5 (S.I.), (3/4720mm reducer) K14.0/20,2 (S.I.)
• VdS/LPCB (1/2715mm reducer) K5.6/8,1 (S.I.), (3/4'720mm reducer) K8.0/11,5 (S.I.)
2.0 CERTIFICATION/LISTINGS
ds] FL-P-CB1 (4)
<R> , &USTED , Fv -410-K-K
CNROP-ND
10.85 5839 Rev AA Updated 12/2016 0 2016 Victaulic Company. All rights reserved.
If
victaulic.com
3.0 SPECIFICATIONS — MATERIAL
Series AH2
• Flexible Hose: 300-series Stainless Steel
• Collar/Weld Fitting: 300-series Stainless Steel
• Gasket Seal: Victaulic EPDM
• Isolation Ring: Nylon
• Nut and Nipple: Carbon Steel, Zinc Plated
• Reducer(V2715 mm or 3/4'720mm): Carbon Steel, Zinc -Plated
• Low Profile Elbows: Stainless Steel
Brackets: Carbon Steel, Zinc -Plated
Series AH2-CC
• Flexible Hose: 300-series Stainless Steel
• Collar/Weld Fitting: 300-series Stainless Steel
• Gasket Seal: Victaulic EPDM
• Isolation Ring: Nylon
• Nut and Nipple: Carbon Steel, Zinc Plated
• Reducer (1/2'715mm or 3/4'720mm): Carbon Steel, Zinc -Plated
• Housing: Ductile iron conforming to ASTIM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395,
Grade 65-45-15, is available upon special request.
Coupling Housing Coating:
• Orange enamel (North America, Asia Pacific).
• Red enamel (Europe).
• Hot dipped galvanized.
Gasket:'
Grade "E" EPDIVI (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.
Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference
should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not
compatible.
• Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of
ASTM A 449 and physical requirements of ASTM A 183.
• Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type III Finish
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4.0 DIMENSIONS
Product Details - Series AH2 Braided Hose
8
7
A
B
Hose Length Dimensions
Hose Length
inches
mm
A
inches
mm
B
inches
mm
31/790
25.3/641
31/790
36/915
31.3/794
36/915
1 48/1219
42.3/1073
48/1220
60/1525
54.3/1378
60/1525
72/1830
66.3/1683
72/1830
Series AH2-CC Braided Hose
ft
4
7
Hose Length
inches
mm
A
inches
mm
8
inches
Mm
31/790
24.5/622
29.8/757
36/915
29.5/749
34.8/884
48/1219
41.5/1054
46.8/1189
60/1525
53.5/1359
58.8/1494
72/1830
65.5/1664
70.8/1798
Item
Description
1
Flexible Hose
2
Isolation Ring
3
Gasket
4
Nut
5
Adapter Nip le
6
Braid
-7
Collar/Weld Fittin
Sleeve
Item
Description
I
Flexible Hose
2
Isolation Ring
3
Gasket
4
Nut
5
Captured Cou lin
6
Braid
7
Collar/Weld Fitting
8
Sleeve
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4.0 DIMENSIONS (Continued)
Standard Reducer
5.757140 mm straight reducer
Optional Reducers
9.07229 mm straight reducer
13.07330 mm straight reducer
2.627
66.5 mm
2.627
66.5 mm
6.57"/
166.9 mm
4.837
122.7 mm
Short 90' elbow reducer Long 90' elbow reducer
NOTE
• The Short 90* elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent
sprinklers.
• FM/VdS Approved only.
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4.1 DIMENSIONS
VicFlex Brackets
Style AB1
• Suspended Ceilings
• Hard -Lid Ceilings (FM Only)
Item
Description
1
24"/610mmor48"/1219nnmS uareBar*-
2
Patented Center Bracket
3
End Bracket
'Both sizes FM/VdS/LPCB approved, cULus listed
Style AB2
• Suspended Ceil�ngs
• Hard -Lid Ceilings
Item
Description
1
24"/610rnrnor48"/1219mmS uareBar*
2
Patented Vertically A�Justable Center Bracket
3
End Bracket
'Both sizes FM/VdS/LPCB approved, cULus listed
Style AB3
• Surface Mount Applications
• FM Approved
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4.2 DIMENSIONS
VicFlex Brackets
Style AB4
Hard -Lid Ceilings with Hat furring
channel grid system
Item
Description
1
24"/610mm or 48"/1219mm Square Bar*
2
Patented Vertically A�justable Center Bracket
3
End Bracket for Hat Furring Channel
'Both sizes FM/VdS approved, cULus listed
Style AB5
* Hard -Lid Ceilings
Item
Description
I
247610mmor48'71219mmS uareBar*
2
Patented Vertically Adjustable Center Bracket
3
End Bracket
*Both sizes FM/VdS approved, cULus listed
Style AB7
• Suspended Ceilings
• Hard -Lid Ceilings
Item
Description
1
2476110mmor48'71219mmS uareBar*
2
Patented 1 -Bee2* Center Bracket
3
End Bracket
'Both sizes FM/VdS approved.
Style AB7 Adjustable
• Suspended Ceilings
• Hard -Lid Ceilings
Item Description
1 ::L 00 mm or 1400 mm Square Bar*
2 Patented I -Bee2' Center Bracket
--3___ End Bracket (a�,lustalole)
'Both sizes FM/VdS approved.
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4.3 DIMENSIONS
VicFlex Brackets
Style AB8
o Hard -Lid Ceilings
Item
Description
1
700 mm or 1400 mm Square Bar*
2
Patented Vertically Adjustable Center Bracket
3
End Bracket
'Both sizes FM/VdS approved.
Style AB9
Hard -Lid ceilings with Hat furring channel
grid system
Item
Description
1
24"/610mmor48"/1219mmS uareBar*
2
Patented 1 -Bee26 Center Bracket
3
End Bracket for Hat Furring Channel
Both sizes FM/VdS approved.
Style AB10
Suspended ceilings
ArmstrongO TechZone'
Item
Description
1
6"/152 mm Square Bar*
2
Patented 1 -Bee2' Center Bracket
3
End Bracket
*FM/VdS approved, cULus listed.
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4.3 DIMENSIONS (Continued)
VicFlex Brackets
Style AB11
• Suspended ceilings
• Hard -Lid Ceilings
Item
Description
1
NV610mm or 48"/1219mm Square Bar.
2
Patented 1-Bee2' Center Bracket
3
End Bracket
*FM/VdS approved, cULus listed.
Low Profile
L _x
2.847
7 m
2 rn
1A.41
36 mm
Short 90* elbow reducer
/"-A
4.597
116mm
1,47
36 mm
Long 90* elbow reducer
NOTE
The Short 90' elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent
sprinklers.
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4.4 DIMENSIONS
CLEARANCES ABOVE CEILING
Series AH2 Braided Hose and Style ABI Bracket
Suspended Ceiling Grid with Recessed Sprinkler
-C-"
V2707 3/4"/19mm Max. Recess
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
mm
mm
R
Minimum,
2
3
6
7
Bend Radiu
50
80
0
140
15
25
150
175
A
Min.
10.8
11.8
12.8
13.8
14.8
15.8
273
299
324
349
375
400
Suspended Ceiling Grid with Recessed Sprinkler with
90* Elbow (Long)
7 1AR77
3!
2'. /6,0 `��
Opq
V2707 3/4'/19mm Max. Recess
Hose Clearance Chart
Dimension
inches
mm
A
Min.
1
8.0
1
200
Suspended Ceiling Grid with Concealed Sprinkler
V3802 lh'/12.7mm Max. Recess
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
mm
mm
R
Minimum
2
3
4
5
6
7
Bend Radius
50
80
100
125
150
175
A
Min.
10.1
11.1
12.1
13.1
14.1
15.1
269
281
307
333
358
383
Suspended Ceiling Grid with Concealed Sprinkler with
90' Elbow (Short)
V3802 1/2'/12.7mm Max. Recess
Hose Clearance Chart
Dimension
inches
mm
A Min.
1
5.8
1
147
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4.4 DIMENSIONS (Continued)
CLEARANCES ABOVE CEILING
Series AH2 Braided Hose and Style AB2 Bracket
Hard -lid Ceiling with Concealed Sprinkler
V3802 lh"/12.7mm Max. Recess
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
Mm
Mm
R
Minimum
2
3
6
7
50
80
140
0
15
25
150
A
—BendRadius
Min.
7.6
8.6
9.6
10.6
11.6
—
12.6
193
218
244
269
295
320
Hard -lid Ceiling with Recessed Sprinkler
V2707 3/4"/19mm Max. Recess
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
Mm
mm
mm
Mm
R
Minimum
2
3
4
5
6
7
Bend Radius
50
80
100
125
150
175
A
Min.
6.1
7.1
8.1
9.1
10.1
11.1
155
180
206
231
256
282
NOTE
. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above.
Hard -lid Ceiling Grid with Concealed Sprinkler with Hard -lid Ceiling with Recessed Sprinkler with
900 Elbow (Short) 900 Elbow (Long)
V3802 1/2"/12.7mm Max. Recess
Hose Clearance Chart
Dimension
inches
M m
A
Min.
5.0
127
I
V2707 3/4"/19mm Max. Recess
Hose Clearance Chart
Dimension
inches
m m
A Min.
1
3.6
91
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4.5 DIMENSIONS
CLEARANCES WITHIN SIDEWALL
Series AH2 Braided Hose and Style AB2 Bracket
Horizontal Sidewall Sprinkler Horizontal Sidewall Sprinkler with 90' Elbow (Long)
S-� d
j
V2707 3/4719mm Max. Recess
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
mm
mm
R
Minimum
I I
1
6
7
Bend Radius
50
80
140
0
11
25
150
175
6.1
7.1
8.1
9.1
10.1
11.1
A
Min.
1 155
180
206
231
256
282
a
HIM
Wj-�
........ ...
V2707 3/4719mm Max. Recess
Hose Clearance Chart
Dimension
inches
mm
A
Min.
3.6
91
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4.6 DIMENSIONS
CLEARANCES ABOVE CEILING
Series AH2 Braided Hose and Style AB4 Bracket
Hat Furring Channel Grid with Recessed Sprinkler
V2707 3/4'/19mm Max. Recess
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
mm
mm
R
Minimum
1 2
3
4
5
6
1
7
----
Bend Radius
50
80
100
125
150
175_
A
Min.
10.3
1
11.3
12.3
13.3
14.3
1
15.3
262
287
313
338
363.5
389
Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with
90' Elbow (Long) 90* Elbow (Short)
V2707 3/4719mm Max. Recess
Hose Clearance Chart
Dimension
inches
mm
A
1
Min.
8
1
200
V2707 3/4"/19mm Max. Recess
Hose Clearance Chart
Dimension
inches
mm
A
Min.
1
5.9
1 149
NOTE
. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above.
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4.6 DIMENSIONS (Continued)
CLEARANCES ABOVE CEILING
Series AH2 Braided Hose and Style AB5 Bracket
Hard -lid Ceiling with Recessed Sprinkler
V2707 3/4"/19mm Max, Recess
Hose Clearance Chart
Dimension
inchesinches
inchesinches
mm
mm
mm
mm
R
Minimum
2
3
4
5
6
7
Bel
50
80
100
125
150
175
-1-1-55
Min.
6.1
7.1
8.1
9.1
10.1
11.1
180
206
231
256
282
Recessed Pendent with 90' Elbow (Long)
............ . . . . . .
ON
V3802 W/13mm Max. Recess
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
I'M
mm
mm
Mm
mm
R
Minimum
2
3
4
5
6
7
Bend Radius
50
80
100
125
150
1�75
A
Min.
7.6
1
8.6
9.6
10.6
11.6
12.6
193
218
244
269
295
i
320
0
Hard -lid Ceiling with Concealed Pendent with 90'
Elbow (Short)
M*
V2707 3/4'/19mm Max. Recess V3802 V2'/13mm Max. Recess
Hose Clearance Chart
Dimension
inches
M m
A Min. 3.6
1 1 91
Hose Clearance Chart
Dimension _T
inches
mm
A
Min.
1
3.3
1
1
84
NOTE
. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above.
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4.6 DIMENSIONS (Continued)
CLEARANCES ABOVE CEILING
Series AH2 Braided Hose and Style AB11 Bracket (LOW PROFILE SOLUTION)
Suspended Ceiling Grid with Recessed Sprinkler with LP 90' Elbow (Long)
Bracket assembly
Style ABI I
A
See chart
. in
76 mm
63'
5/s"/ 16 1 F7
m
TY i.,
P
1.7743 mm eiling tile
n id �c
Typical ceiling grid 0/1"'. ON -
org
Finished
See PNote I Mfflll�ceiling face
2476110 mm
or 48711219 mm
on Center
V2707 3/4"/19 mm MAX. RECESS
Hose Clearance Chart
Dimension
inches
mm
A
Min.
1
4.0
1
1
100
21/o"/60 mm
max. hole
2751 mm
min. hole
V2707 MAX. EXTENSION
Suspended Ceiling Grid with Concealed Pendent with LP 90' Elbow (Short)
Bracket assembly
Style ABI 1
A 20/*7/68 mm,
See chart i max. hole
S
37
21/a7/60 m
76 mm 7
min. hole
3
f176
0 T� mal mf f
1.7743 mm iceili ile
Typical ceiling grid
max
ed
Finish4
Cei I ing Face
See Note 411Q111 MM
or 4871210 mm
on Center
V38021/2"/l 3 mm MAX. RECESS
Hose Clearance Chart
Dimension
inches
mm
A
Min,
3.9
1
.1
99
V3802 MAX. EXTENSION
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4.6 DIMENSIONS (Continued)
CLEARANCES ABOVE CEILING
Series AH2 Braided Hose and Style AB3 Bracket
Surface Mount Application with Recessed Sprinkler
2751 mm
min. hole
Hose Clearances
Wall Thickness
"A"
2
4
6
8
10
2
4
6
8
10
100
150
200
250
50
JOOT50
1
200
250
Outlet Length
5.75
9
1 13
5.75
9
13
9
13
13
13
5 7'
9
1
13
1330.2
1.7S
9 1
13
9
13
13
13
"B"
146.1
228.61330.2
1146.1
228.6
330.2
228.61330.2
330.2
330.2
1 �6.1
222988.66
146.1
228.613
30.21
228.6
1 330.2
330.2
330.2
Hose
11.6
14.8
18.8
9.6
12.8
16.8
10,8
14.8
12.8
10.8
12.6
6
:T
1 8
15.8
-�9.8
10.6
13.8
17.8
11.8
1
1 15.8
13.8
11.8
Clearance "C"
294
376
478
243
325
427
27S
376
325
275
319]
45021
503
268
351
452
300
402
351
300
Bend Radius
7
8
"R'
175
200
NOTE
. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above.
. See installation instructions for mounting screw type and size.
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4.7 DIMENSIONS
BRANCHLINE CLEARANCES
Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet
W
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
mm
mm
R
Vmum
Min
2
3
4
6
7
Bend Radius
1 50
80
0
125
150
175
A
8.4
Min.
9.4
10-A
1 .4
12.4
13.41
214
239
264
21
90
315
341
W
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
n1m
mm
mm
mm
R
Minimum 2
3
55
Bend Radius 50
80
14
00
12
16
50
17
75
A
Min. 7.1
8.1
9.1
10.1
11.1
12.1
180
205
231
256
281
307
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4.7 DIMENSIONS (Continued)
BRANCHLINE CLEARANCES
Series AH2 Braided Hose with Style 922 threaded outlet
art
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
Mm
mm
R Minimum
1 2
1 1
1
6
7
Bend Radius
50
80
140
0
11
25
150
175
A
Min. -1
8A
9.4
1
10.4
f
11.4
12.4
13.4
212
238
2-63
289
314
339
Series AH2-CC Braided Hose with Style 922 grooved
outlet
a rt
Hose Clearance Chart
Dimension
inchesinchesinchesinchesinchesinches
mm
mm
mm
mm
mm
mm
R
Minimum
2
3
4
5
6
j 7
Bend Radius
50
80
100
125
150
17
A-1
Min.
6.7
7.7
8.7
9.7
10.7
1 .
17 _
107
222
247
273
21—R
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5.0 PERFORMANCE — FRICTION LOSS DATA
c@us Series AH2 and AH2-CC Braided Hoses with Straight 5.757140 mm Reducers
USTO Style AB1, AB2, AB4, A85 and AB10 Brackets
Maximum
Equivalent Length
Number of
of V733.7 mm
90* Bends at 2'751 mm
Sch. 40 Pipe (C=120)
Bend Radius
inches/mm
inches/mm/type
feet/meters
31/775
1/2'715/straight
16/4.9
4
3/4'720/Straight
17/5.2
21/6.4
4
36/900
1/2"/15/Straight
5
3/4'720/Strai9-�t—
23/7.0
5
48/1200
1/2"/l 5/Stra - ight
32/9.8
8
3/4"/20/Straight
37/11.3
8
60/1S00
1/2"/15/Straight
/14,0
10
1/4"/20/Straight
46/14.0
10
72/1800
1/2'715/Straiq!j�_
55/16.8
3/4"/20/Straight
53/16.2
12
C; @L . Series AH2 Braided Hose with 90* Low Profile Elbows
usnD Style AB11 VicFlex Bracket
Maximum
Equivalent Length
Number of
of 1733.7mm
90* Bends at 2751 mm
Sch. 40 Pipe
Bend Radius
inches/mm
inches/mm
feet/meters
31n75
1/2"A 5
4
3/4'720
24/7.3
4
1/2'715
26/7.9
5
36/900
3/4'720
28/8.5
5
1/2 VI 5
48/1200 ---- ---
43/13.1
— —
8
3/4"/20
8
60/1500
--.—.--42/12.8
1/2 V 15
49/14.9
10
1/4"/ 2 0
50/15.2
10
72/1800
1/2 V 15
— —
65/19.8 12
-- — -
3/4'720
63/19.2 12
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5.0 PERFORMANCE — FRICTION LOSS DATA (Continued)
Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide
Equivalent length values at various numbers of 90 degree bends at 2751 mm center line bend radius
Length of
Stainless
Steel
Flexible
Outlet
1
2
3
4
5
6
7
a
9
10
11
12
Hose
Size
Bend
Bends
Bends
Bends
Bends
Bends
Bends
Bends
Bends
Bends
Bends
Bends
inches/
inches/
feet/
feet/
feet/
feet/
feet/
feet/
feet/
feet/
feet/
feet/
feet/
feet/
mm
mm
meters
meters
meters
meters
meters
meters
meters
meters
meters
meters
meters
meters
1/27 15
8.5/2.6
11.0/3.4
13.0/4.0
16.0/4.9
N.A
N.A
N.A
N.A
N.A
N.A
N.A
N.A
31/775
3/4*/20
10.0/3.0
12.5/3.8
14.0/4.3
17.0/5.2
N.A
KA
N.A
N.A
N.A
N.A
N.A
N.A
IW/ 15
13.5/4.1
16.0/4.9
18.0/5.5
19.0/5.8
21.0/6.4
N.A
N.A
N.A
N.A
N.A
N.A
N.A
36/900
3/4*/20
14.0/4.3
17.0/5.2
19.5/5.9
20.0/6.1
23.0/7.0
N.A
N.A
N.A
N.A
N.A
N.A
N.A
1/2'/ 15
15.5/4.7
17.0/5.2
19.5/5.9
20.0/6.1
21.0/6.4
22.0/6.7
28.0/8.5
32.0/9.8
N.A
N.A
N.A
KA
48/1200
—
3/4"/20
17.0/5.2
19.0/5.8
21.5/6.6
24.5/7.5
26.0/7.9.
27.0/8.2
30.0/9.1
37.0/11.31
N.A
KA
N.A
N.A
1/2*/15
21.5/6.6
24.0/7.3
27.0/8.2
28.5/8.7
30.0/9.1
31.0/9.4
37.0/11.3
42.0/12.8
44.0/13.4
46.0/14.0,
N.A
60/1500
3/4'/20
23.0/7.0
24.0/7.3
28.0/8.5
29.5/9.0
30.5/9.3
31.0/9.4
138.0/11.6
42.0/12.8
44.0/13.4
46.0/14.0
1 N.A
1/2'/ 15
30.0/9.1
32.0/9.8
36.5/11.1
37.5/11.4
40.5/12.5
141.0/12.8
142.0/12.8
46.0/14-0
49.0/14.9
52.0/15—.7854.0/16.5
72/1800
3/4720
32.0/9.8
32.5/9.9
35.0/10.7
35.5/10.8.40.0/12.3
140.5/12.3
141.0/12.5
46.0/14.0
50.0/15.2
51.0/15.5
152.0/15.8
NOTES:
0 Values for use with 5.757140 mm straight reducers.
How to use this Design Guide:
• For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the
maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length
from the design guide to determine the system hydraulics.
• It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design
guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be
recalculated using actual equivalent lengths to verify the performance of the system.
10.85 5839 Rev AA Updated 12/2016 0 2016 Victaulic Company. All rights reserved.
If
victaulic.com
5.1 PERFORMANCE — FRICTION LOSS DATA
Series AH2 and AH2-CC Braided Hoses
Style AB1, AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB9 and AB10 VicFlex Brackets
Length of
Stainless Steel
Flexible Hose
inches/mm
K-Factor
Imperial/S.I.
Outlet
Size
inches/mm/type
Equivalent
Length of
1733.7mm
Sch. 40 Pipe
feet/meters
Maximum
Number
of 90* Bends
at 7'7178mm
Bend Radius
31/775
5.6/8.1
1/27IS/Straight
23.S/7.1
2
1/2"/15/90' Elbow
23.5/7.1
36/900
5.6/8.1
1/271 5/Straight
27.8/8.5
2
1/2"/l 5/90* Elbow
25.6/7.8
48/1200
5.6/8.1
1/2*/l S/Straight
38.2/11.6
3
1/2715/90' Elbow
30.7/9.3
60/1500
5.6/8.1
1/2'/1 5/Straight
42.4/12.9
4
1/2"M 5/90' Elbow
35.9/10.9
72/1800
5.6/8.1
1/2*/l S/Straight
46.6/14.2
4
1/2"M 5/90' Elbow
41.1/12.5
31/775
8.0/11.5
3/4*/20/Straight
16.8/5.1
2
1/4'/20/90' Elbow
16.8/5.1
36/900
8.0/11.5
3/4*/20/Strai ht
20/6.0
2
3/4"/20/90' Elbow
19.7/6.0
48/1200
8.0/11.5
3/4'/20/� �aht
27.8/8.4
3
3/4"/20/90* Elbow
26.6/8.1
60/1500
8.0/11.5
3/4*/20/Straight
35.7/10.9
4
1/4"/20/90* Elbow
33.6/10.2
72/180
8.0/11.5
3/4"/20/Straight
43.5/13.2
4
1/4'/20/90' Elbow
40.6/12.2
31/775
11.2/16.1
3/4"/20/Straight
16.5/5.0
2
3/4"/20/90* Elbow
17.8/5.4
36/900
11.2/16.1
3/4"/20/Straight
19.5/5.9
2
1/4"/20/90* Elbow
20.7/6.3
48/1200
11.2/16.1
3/4"/20/Straight
26.7/8.1
27.9/8.5
3
3/4'/20/90* Elbow
60/1500
11.2/16.1
3/4"/20/Straight
33.9/10.3
4
3/4"/20/90* Elbow
35/10.7
72/1800
11.2/16.1
3/4'/20/Strai9tLt
41.3/12.5
42.2/12.8
4
3/4"/20/90' Elbow
31/775
14.0/20.2
3/4"/20/Straight
14.9/4.5
2
3/4*/20/90' Elbow
15.5/4,72
36/900
14.0/20.2
3/4'/20/Strai ht
19.4/5.9
2
3/4'/20/90* Elbow
19.6/5.9
48/1200
14.0/20.2
3/4"/20/Straight
30.3/9.2
3
1/4"/20/90* El bow
29.5/8.9
60/1500
14.0/20.2
1/4*/20/Strai Int
33.9/10.3
4
3/4*/20/90* Elbow
34.1/10.4
72/1800
14.0/20.2
3/4*/20/Straight
37.5/11.4
4
3/4"/20/90* Elbow
38.6/11.7
I'M NOTES:
• Series AH2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5,
and 2-8. I'M 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance,
leakage, mechanical and hydrostatic strength.
• Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information
regarding friction loss test methods.
• EXAMPLE: A 48-inch hose installed with two 30* bends and two 90* bends at a 7-inch bend radius is permitted and considered equivalent to the data in the
table shown above. In this example, the total number of degrees is 240*, which is less than the allowable 270*.
10.85 5839 Rev AA Updated 12/2016 C 2016 Victaulic Company. All rights reserved.
Z
victaulic.com
5.2 PERFORMANCE — FRICTION LOSS DATA
Series AH2 Braided Hose with 90' Low Profile Elbows
Style AB11 VicFlex Bracket
Length of
Stainless Steel
Flexible Hose
inches/mm
K-Factor
Imperial/S.I.
Outlet
Size
inches/mm,
Equivalent
Length of
1"133.7mm
Sch. 40 Pipe
feet/meters
Maximum
Number
of 90* Bends
at 77178mm
Bend Radius
31/775 5.6/8.1
1/2"/ 15
13.7/4.2
2
36/900
5.6/8.1
1/2"/ 15
17.0/5.2
2
48/1200
5.6/8.1
1/2 V 15
25.0/7.6
3
60/1500
5.6/8.1
1/2 V 15
33.0/10.1
4
72/1800
5.6/8.1
1/015
41.1/12.5
4
31/775
8.0/11.5
3/4720
13.6/4.14
2
36/900
8.0/11.5
1/4'/20
16.9/5.2
2
48/1200
8.0/11.5
3/4"/20
27.8/8.5
3
60/1500
8.0/11.5
3/4"/20
32.6/9.9
4
72/1800
8.0/11.5
3/4"/20
40.6/12.4
4
31/775
11.2/16.1
3/4"/20
13.7/4.2
2
36/900
11.2/16.1
3/4'/20
17.0/S.2 2
48/1200
11.2/16.1
3/4'/20
24.9/7.6 3
60/1500
11.2/16.1
3/4"/20
32.9/10.0
4
72/1800
11.2/16.1 3/4'/20
40.9/12.5
4
31/775
14.0/20.2
3/4"/20
13.5/4.1
2
36/900
14.0/20.2
3/4"/ 2 0
16.8/5.1 2
48/1200
14.0/20.2
3/4"/20
24.7/7.5
3
60/1500
14.0/20.2
3/4*/20
32.7/9.9 4
72/1800 14.0/20.2
3/4"/20
40.7/12.4
4
FM NOTES:
• Series AH2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5,
and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance,
leakage, mechanical and hydrostatic strength.
• Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information
regarding friction loss test methods.
• EXAMPLE: A 48-inch hose installed with two 30' bends and two 90* bends at a 7-inch bend radius is permitted and considered equivalent to the data in the
table shown above, In this example, the total number of degrees is 240*, which is less than the allowable 270*.
10.85 5839 Rev AA Updated 12/2016 @ 2016 Victaulic Company. All rights reserved.
Z
victaulic.corn
5.3 PERFORMANCE — FRICTION LOSS DATA
Series AH2 Braided Hose
Style AB1, AB2, AB4, AB5, AB7, AB7 Adj., AB8, AB9, AB10 and AB11 Brackets
Series AH2
Hose
Equivalent Length of
Maximum Number
Length of
steel pipe according to
of 90* Bends at
Stainless Steel
Outlet
EN 10255 DN 25
3776.2mm Bend
Flexible Hose
Size
(33,7 x 3,25)
Radius
mm/inches
mm/inches
meters/feet
meters/feet
15mm/l/2"
775/31
5.5/18.0
3
20 mm/3/4"
15MM/l/2"
900/36
6.4/21.0
3
20 mm/3/4"
1
15mm/l/2'
1200/48
8.5/27.9
3
20 mm/l/4"
15mm/l/2"
1500/60
10.7/35.1
4
—
20 mm/3/4"
15MM/'/2'
1800/72
12.8/42.0
4
20 mm/3/4'
VDS CEILING MANUFACTURERS LIST
AB1, AB2, AB7, AB10,AB11 AB4/9
1. AMF
2. Armstrong
3. Chicago Metallic
4. Dipling
5. Durlum
6. Geipel
7. Gema-Armstrong
8. Hilti
9. Knauf
10. Lafarge
11. Linder
12. Odenwald
13. Richter
14. Rigips
15. Rockfon Pagos
16. Suckow & Fischer
17. USG Donn
No specific approval
Fup—ni Series AH2 Braided Hose
Style ABI Bracket
AB5, ABS
1. Hilti
2. Knauf
3. Lafarge
4. Lindner
5. Rigips
Series AH2 Hose
Length of
Equivalent Length
Maximum
Stainless
of steel pipe
Number of
Steel
according to
90* Bends at
Flexible
Outlet
EN 10255 DN 25
3'776.2mm
Hose
Size
(33,7 x 3,25)
Bend Radius
mm/inches
I mm/inches/type
I meters/feet
775/31
15mm/l/2"/Strai ht
1.8/6.0
2
20 ma!/3 �/Straiqj�_
—
900/36
15mm/l/2'/Straight
3.6/11.9
3
3
20 mmPW/Straight
—
1200/48
1 SmmP/2'/Straight
4.3/14.0
3
20 mm/3/4'/Straight
—
1500/60
15mm/l/2'/Straight
4A/1 3.6
3
W3
20 mm/3/4'/Straight
—
1800/72
15mm/l/2"/Strai9ht
5.5/18.1
20 mm/3/4'/Straight
10.85 5839 Rev AA Updated 12/2016 0 2016 Victaulic Company. All rights reserved.
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victaulic.com
6.0 NOTIFICATIONS
AWARNING
• It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use
with the intended fluid media within the piping system and external environments.
• The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on
300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be
acceptable for the intended service.
Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property
damage.
7.0 REFERENCE MATERIALS — CHARACTERISTICS
Flexible Hose In -Plane Bend Characteristics
One Bend___-
Two Bends
Three Bends
I 2X
2X
2 X
2X
fibendraudmius
Minimum Minimum
Minimum
%mdiusbMen'
M m
in
Mini mrad miu
bend radius bend radius
bend
bend s
OR
Minimum
OR
I bend radius
,'us
��90*
M niurn
bend radws Minimum
- — — — — — — — - — —
bend radius
Mini um
rn
bend ra dius
Minimum
bend radius
urn
Minim rn
bend ra ius
NOTE
For out -of -plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose.
I-V'cFIex-AB1-Ai
I-VicFlex-AB3
I-VicFlex-AB7
I-Vici
I-VicFIex-AB4-AB9
User Responsibility for Product Selection and Suitability
Each user bears final responsibility for making a determination as to the suitability of
Victaulic products for a particular end -use application, in accordance with industry
standards and project specifications, and the applicable building codes and related
regulations as well as Victaulic performance, maintenance, safety, and warning
instructions. Nothing in this or any other document, nor any verbal recommendation,
advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede,
or waive any provision of Victaulic Company's standard conditions of sale, installation
gu ide, or this disclaimer.
Intellectual Property Rights
No statement contained herein concerning a possible or suggested use of any material,
product, service, or design is intended, or should be constructed, to grant any license
under any patent or other intellectual property right of Victaulic or any of its subsidaries
or affiliates covering such use or design, or as a recommendation for the use of such
material, product, service, or design in the infringement of any patent or other intellectual
property right. The terms "Patented" or "Patent Pending" refer to design or utility patents
or patent applications for articles and/or methods of use in the United States and/or other
countries.
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.
Installation
Reference should always be made to I-VICFLEX-ABI-AB2-A1310, I-VlCFLEX-AB4-AB9,
I-VlCFLi or I-VICIFLEX-Ai 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.
Trademarks
Victaulic and all other Victaulic marks are the trademarks or registered trademarks of
Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries.
10.85 5839 Rev AA Updated 12/2016 0 2016 Victaulic Company. All rights reserved.
If
PEOPLES BANK TH HFPA
201 MAIN STREET, EDMONDS, WA 98020 23
LL-
SITE SPECIFICATIONS
rcl—
ANJI: ..... ....... City of Edmonds Owner/ Peoples Bank
Related,;. 'Zo': BLD20181089 Leasee; P.O. Box 233
0
< LL—
Occupancy Type; B Lynden, WA
Construction Type: VA
No. of Stories: ............. on.
General Description: Tenant Impirtwerrent
i
for New Bank Branch Parcel No: 00434400700800
,-T77777�,
F RE FLOW
Li Li U U
am am no , , gas to a ex ng sup , a,,, orcens me s, ran nes .1
hydraulic rennote area. New sperlders will match existing apd,ld,, pe and spacing.
A new fins flow — has not been performed and no hydraulic calculation, haws been
a.banitted,
SYSTEM SPECIFICATIONS
BUILDING OODE: 2015 IBC, 2015 1FC
EM TYPE: 2013 NFPA 13 we Sprnkler System
�NMR�: Storage, Shredder Room: 130 ft� maximum par head.
Entry Vesdbu a, WMng, AHD/ATM, Conference ' 0 cas, Teller, Kallways,
le'
Quiet goom, 1-unch Room, Men, woman, Vestibul," w.rl Roo
New Accounts, Lobby, Open Office: 225 ft2 me.i2."'p-r head.
SPIUNIUER SPANFIQ
Standard p,y Pend
S
OFFICE]
15'-D' a,. between heads.
Wol'.
71-EI max. from any —H.
0
6�0- adn. betwee heads.
0
SPUN R DETAILS:
ailingstru m [a of non-carnbuatibl, oansmuction, therefore existing upright sprinkler
heads am to be ramawed except In areas that am open to amucluIre. Standard spray
jjjj� BE
quick response tandems am to be used tirroughout.
HAI!ARD CLASSIFICATION:
Storage, Shredder moms: Ordinary Hamm! Group I occupancy.
Entry Vasti, Is, Waiting, AHD/ATM, C-fierance, Offices, Teller, Hall,ays, Quiet Room,
Lunch Rocenu Man, Women Veadbul Teller work Room,
0
N— Aoc—�, Lobby, Ope� Offic-16ght Haccurd occupancy and utlllalng Me 'Small
Room Rul..'
0
PIPING DETAILS
Ali rIedmPm aware to beeSZ401thm tied black,beel with cast Iran fittings. Flexible
It_ a am Used whs PPI cable. No mom than two perxients am supplied from
any single branch line udat.
0
SC PE:
Moore Fre's scope of rk is only to add pendents as necessary to accommodate Bank
Ei I I I I
Branch n. Them am no changw W Me exabing rea, Crass mains, may trading,
brancl, lines or re—te hydraulic area. New drops to use flexible trended steel. New
L 1
10 sprinkle, to match existing style and spacing.
GENERAL NOTE AND LIABILITY:
All system piping 1, to be supported per numada-me. simbficatlony and Is W be
secured to p—nt lateral movement, Pipe is 0 be secured to Nwent sprinkler head
anowernent.
Moore Fire Protection's warranty of orl, does not caws- any portion, of the e,d-9
system left unchanged, nor any damage due W meace related problems. Wet piping
OVERALL BUILDING PLAN
shall be phomected against temperatures telow, 40 degrees Fahrenheit. I "Irtion
nlw
Installed for Itini, hall be located on Me old Ide of Me pipe only In no
purixe
imulatimn on the arm Ide of the pip, facing Me heated Interior. �rfflnata with
SCALE: 1/16" zz 1' - 0"
general and/a, insulation cont-acior. AJI insulation to be by others.
Moore Fma Protection shall not be responsible for the ability of the structure W
adequately support the fire sprinkler system or any appurtenances thereof.
E
I
Owner 1'.ep—ilbl, far Me periodic inspection, testing and maIntenance of are water
based fire protection synntem(s) In accordance with Me requirs—nne of NFPA 25.
g'
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----------
VT7
v BULE ATAIE IANITOR MEN OME
FLOORPLAN 10,
SCALE: 1/4" 1' - 0"
Hanger No. 05C
Concrete Anchor DeWALT Mini -Undercut+
WX
eWALT Mini- nd
ercut
Drilled)
A0-
x
og
3/4" Concrete TWES 8
Construction
3/8'
All Thread
Roundedto Rod Q!
Nearest 1/2" CL Bottom of C ncrete, to
0
Pipe Center Line of Pipe Z 1!
Swivel Ring
W
+
0
2:
Note on Plan: Hanger Number and 'A' Dimension 0
0 Lu V�
1311
W <
HANGER DETAIL RECE
VVED LL
NOT TO SCALE MAR 0 h 2019
BUILDING