HomeMy WebLinkAbout5760 FLEET ST; 109; FPC2020-0022; Permitcity of
Carlsbad
Fuieiaer1mi
Print Date: 02/22/2021 Permit No: FPC2020-0022
Job Address: 5760 FLEET ST, # 109, CARLSBAD, CA 92008-4713 Status: Closed - Finaled
Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers
Parcel #: 2111000200 Track #: Applied: 02/04/2020
Valuation: $118,370.25 Lot #: Issued: 02/21/2020
Occupancy Group: Project #: Finaled Close Out: 03/10/2020
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check#: Inspector:
Plan Check #: Final Inspection:
Project Title:
Description: QUAD FIT GYM -SPRINKLER TI (13 HEADS)
Applicant: FPContractor:
EPIC FIRE PROTECTION INC EPIC FIRE PROTECTION INC
ADAM BOISVERT 765 TURTLE POINT WAY
765 TURTLE POINT WAY SAN MARCOS, CA 92069-8126
SAN MARCOS, CA 92069-8126 (760) 310-6122
(760) 310-6122
FEE AMOUNT
FIRE NFPA 13 or 13R System 7 - 100 heads $553.00
Total Fees: $553.00 Total Payments To Date: $553.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov
Ffc-/2-0~-O - Oo2-
N1ATEJAL 1D/A7/4,\ SUBh11 77AL
QUAD FIT GYh1
TENANT PR.OVEM ENT
CARLSBAD, CA
EPIC FIRE PROTECTION, ING.
75 TURTLE POINT WAY
SAN h-IARCOS, CA 920
(700)310-0122 FAX(70)78-055S
tqcclo W
Contactsorldwide www.tyco-fire.com
Series TY-FRB, 56 K-factor
Upright, Pendent, and Recessed Pendent Sprinklers
Quick Response, Standard Coverage
General
Description
The TYCO Series TY-FRB, 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-FRB 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 in. (15,9 mm) from
the flush pendent position.
A two-piece Style 20 Recessed
Escutcheon with recessed adjust-
ment up to 1/2 in. (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-FRB Sprinklers are described in
Technical Data Sheet TFP357. Sprin-
kler guards and shields are described
in Technical Data Sheet TFP780.
IMPORTANT
Refer to Technical Data Sheet
TFP2300 for warnings pertaining to
regulatory and health information.
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.
Page 1 of 4
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 5.61K, 1/2 in. NPT
TY323... .Pendent 5.61K, 1/2 in. 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 (17.2 bar)
only applies to the listing by Underwriters Laborato-
ries, Inc. (UL).
Discharge Coefficient
K=5.6 GPM/psV (80,6 LPM/bar½)
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
AUGUST 2018
I .
"LTA-:
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 (1Y313) 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 NEPA
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.
TFPI72
TFPI72
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* \
F 7/16
_______ I NOMINAL It I 'J 2" \Ø
I (11,1 mm)
//_i.\\
3 (50,8 mm) ______ I (34,9 mm)
MAKE-IN _____ (50,8 mm)
2 2' \fl
/
IV
WF Fl
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, 1/2 INCH NPT, QUICK RESPONSE
Installation
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 sprin-
kler if the bulb is cracked or there is
a loss of liquid from the bulb. With the
sprinkler held horizontally, a small air
bubble should be present. The diam-
eter of the air bubble is approximately
1/16 in. (1,6 mm) for the 135°F (57°C) and
3/32 in. (2,4 mm) for the 286°F (141°C)
temperature ratings.
A leak-tight 1/2 in. NPT sprinkler joint
should be obtained by applying a
minimum to maximum torque of 7 to
14 lb-ft (9,5 to 19,0 N.m). 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-FRB 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 lb-ft (9,5 to
19,0 N.m).
Recessed Pendent Sprinklers
The Series TY-FRB 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 lb-ft (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-FRB
Sprinkler and push the Closure over the
Mounting Plate until its flange comes in
contact with the ceiling.
^WRENCH RECESS
/ (USE ONLY
FIGURE 2
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
TFPI72
Page 3 of 4
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.
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: 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
2-7/8 DIA.
(73,0 mm)
- 2-1/4 DIA.
FACE OF (57,2 mm)
SPRINKLER
5/8"(15.9 mm) FITTING
FLUSH
3/8±5/16
(9,5±7,9 mm)
MOUNTING \ 1/8" J
SURFACE
(3,2 mm)
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 5/8 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)
(7964m) '
L#(3,2nmm)
1/2°(12,7mm)
FLUSH
1/ "—/1
MOUNTING / "
SURFACE///
CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm)
TY-FRB PLATE 7/8° (22,2 mm)
FIGURE 5
SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323)
WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20
RECESSED ESCUTCHEON
TFPI72
Page 4 of 4
SPRINKLER FINISH (See Note 7)
K
FACTOR TYPE TEMPERATURE BULB LIQUID
COLOR
NATURAL
BRASS I CHROME
PLATED D OLYESTERc
135°F (57°C) Orange
UPRIGHT 155°F (68°C) Red (TY313)
175°F (79°C) Yellow and 1, 2, 3, 4, 5, 6
PENDENT
(TY323) 200°F (93°C) Green
286°F (141°C) 5.6
1/2 in. NPT Blue
________________
135°F (57°C) Orange
RECESSED
PENDENT 155°F (68°C) Red
(TY323) 1,2,3,4 175°F (79°C) Yellow Figures 4a and 5b
200°F(93°C) Green
Notes:
Listed by Underwriters Laboratories, inc., (UL) as Quick Response Sprinklers.
Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers.
Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers.
Approved by the City of New York under MEA 354-01-E.
VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.)
Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers.
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.
Installed with Style 15 (1/2 in. NPT) 5/8 in. Total Adjustment Recessed Escutcheon, as applicable.
Installed with Style 20 (1/2 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable.
C. Frame and Deflector only. Listings and approvals apply to color (Special Order).
TABLE A
LABORATORY LISTINGS AND APPROVALS FOR
5.6 K-FACTOR SPRINKLERS
P/Na77_XX__XXX_________
I SIN I SPRINKLER I I TEMPERATURE I I FINISH j RATINGS
1 NATURAL BRASS
PURE WHITE (RAL9010)a
POLYESTER
- SIGNAL WHITE (RAL9003)
POLYESTER
JET BLACK (RAL9005)
POLYESTER
9 CHROME PLATED
Notes:
a. Eastern Hemisphere sales only
135 135-F (57-C)
155 155-F (68-C)
175 175-F (79-C)
200 200°F(93°C)
286 286'F (141'C)
370 I 5.6K UPRIGHT (1/2 in.NPT) I TY313
371 j 5.6K PENDENT (1/2 in.NPT) I TY323
Notes:
a. Use suffix "I" for ISO 7-1 connection; for example,
77-370-4-175-I
TABLE B
SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS
PART NUMBER SELECTION
1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700
01to C2elfiJohnnon Controls. AS rights reserved. All specificatIons and other Information shown were current as of document revision date and are soblent to chaoge without notice. Johnson
NATIONAL FIRE PROTECTION ASSOCIATION and NFPArO ,00lctn,od IrvdmnoAc of Nsilvvnl FIre P,vfevlion Accvciotlor; Controls TEFLON leo regivinrad t,odnvn,1, of vuPovt
Fig. 200 - "Trimline" Adjustable Band Hanger
Size Range - 1/2 thru 8° pipe
Material - Carbon Steel, Mu. 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 easily
installed around pipe.
(2L° 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 81) 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-171E, Type 10 and Manufacturers
Standardization Society SP-69, Type 10,
Maximum Temperature - 650"F
Finish - Mil. Galvanized. For Stainless Steel materi-
als, order TOLCOTM Fig. 200WON,
Order By - Figure number and pipe size
Dimensions 'Weights
Pipe Rod Size Max. Rec. Approx.
Size Inch Metric A B Load Lbs. Length
1/2 3/8 8mm or 10mm 31/8 21/a 400 11
3/4 3/8 8mm or 10mm 31/8 21/1 400 11
1 3/8 8mm or 10mm 33/s 211a 400 12
14 3/8 8mm or 10mm 3/4 2118 400 13
1111 3/8 8mm or 10mm 37/5 2'/6 400 14
2 3/8 8mm or 10mm 41/2 3 400 15
2/2 3/8 10mm 54/s 41/4 600 27
3 3/8 10mm 57/8 4 600 29
31/2 3/8 10mm 73/8 51/ 600 34
4 3/8 10mm 73/s 5 1000 35
5 1/2 12mm 91/8 61/4 1250 66
6 1/2 12mm 10/4 6'/4 1250 73
8 1/2 12mm 131/ 8/4 1250 136
Main Office/Manufacturing Facility • I 11 i'1•i' I <?'I,I • ph •
I Customer Service .
iw.'wtoico.com
Fig. 98 - Rod Stiffener
Size Range - Secures 3/8" thru 7/8" hanger rod
Material - Carbon Steel
Function - Secures channel to hanger rod for vertical seismic bracing
Finish - Electro Galvanized
Note - Available in HDG finish or Stainless Steel materials.
Order By - Figure number
U
Fig. 99 - All Thread Rod Cut to Length
318" thru 7/8" rod in
1" increTT1nts
Material - Carbon Steel
Maximum Temperature - 750°F
Finish - Plain
Note - Available in Electro-Ga Ivan ized and
HDG finish or Stainless Steel materials.
Order By - Figure number, rod diameter, rod
length and finish
Dimensions Weights
Rod Max. Rec. Load Lbs.
Size For Service Temps
650°F 750°F
3/8 610 540
1/2 1130 1010
5/8 1810 1610
3/4 2710 2420
7/8 3770 3360
Fig. 100 - All Thread Rod Full Lengths
Size Range - Secures 3/8" thru 7/8" rod in
10' lengths
Material - Carbon Steel
Maximum Temperature - 750°F
Finish - Plain
Note - Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Order By - Figure number, rod diameter
and finish
Dimensions Weights
Max Rec. Load Lbs.
Rod For Service Temps Approx.
Size 650°F 750°F Wt./100
1/4 240 215 12
3/8 610 540 29
1/2 1130 1010 53
5/8 1810 1610 84
3/4 2710 2420 123
7/8 3770 3360 169
1 4960 4420 222
11I 8000 7140 360
1 /2 11630 10370 510
Main OfficelManuIacturinq Facility. 11;? p;iiI' inn. (1\ • rh /1 13i )9• r
Customer Service •
wwwtoicaco,n
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Atcon.org P.O. Box 3365 South El Monte, CA 91733 626.4.44.0541 Fax 626.444.3887 www. Afcon.org
100 162
REVERSIBLE UNIVERSAL
BEAM CLAMP 3/4" MOUTH RESTRAINING STRAP
SIZE - 3/8' and 1/2' rod.
MATERIAL - Ductile iron.
FINISH - Plain, E.G. and H.D.G.
LISTINGS - at.zblia 203-EX 2551
<> Approval guide - Pipe Hangers
FUNCTION - Hanger assembly attachment to steel flange with thitkncss of less
than 3/4".
INSTALLATION- Per NFPA 13 with set screw up or down.
Torque 3/8= 60 inch lbs. or 1/2"= 125 inch lbs. In the absence of a torque
wrench, engage set bolt finger tight then additionally tighten 1/3 turn.
FEATURES
Listings allow installation with set screw up or down - see drawings.
Maintains CONSTANT HANGER CENTER-LINE, with set screw
up or down.
Flat throat back to prevent twisting on flange during installation.
ORDERING - Pail #, rod size and finish.
SIZE- One acre fits both 318" and 1/2' rod or set screw.
Available lengths 4" and longer.
MATERIAL - Carbon Steel.
FINISH - Mu. Galvanized.
LISTINGS -
ctMo 203-EX 2551
PATENT - No. 5,897,088
FUNCTION - To enhance hanger attachment in areas subject to
Earthquakes INSTALLATION - Install tight to structure and component parts
Minimum return on strap: 1"
L.dimension it measured from hanger rod center
FEATURES
to the strap end.
Fast installation for new construction or retrofit.
* Requires no hanger disassembly to install.
IMPORTANT NOTE: "No Nut Is Required"
When installed tight to structure and component parts. (See drawings
provided)
ORDERING - Part # and L,-dimension.
1/08
3.3.5 KWIK BOLT TZ EXPANSION ANCHOR
PRODUCT DESCRIPTION
KWIK Bolt TZ carbon steel and stainless steel anchors
lAnchor System Features and Benefits
Used with Hilti Dust Removal System (DRS) for dustless
drilling and installation (compliant with Table 1 of OSHA
F. I .. 1926.1153 regulations for silica dust exposure).
Carbon Steel KB-TZ IStainless Steel KB-TZ
Accurate SafeSetN installation when using the Hilti SIW-
6AT-A22 impact wrench and the Sl-AT-A22 Adaptive Torque
Module
Product and length identification marks facilitate quality
control after installation.
Through fixture installation and variable thread lengths
improve productivity and accommodate various base plate
thicknesses.
Type 316 stainless steel wedges provide superior
performance in cracked concrete.
Ridges on expansion wedges provide increased reliability.
Mechanical expansion allows immediate load application.
Raised impact section (dog point) prevents thread damage
during installation.
Bolt meets ductility requirements of ACt 318-14
Section 2.3.
ACt 349-01 Nuclear Design Guide is available.
Call Hilti Technical Support.
Hilti SlW-6AT-A22 impact wrench and the Sl-AT-A22 Adaptive Torque Module
AA SAFET
Uncracked Cracked Grout-filled Seismic Design Hollow Drill Bit Prof is Anchor Fire sprinkler
concrete concrete concrete Categories A-F with Adaptive design software listings
masonry Torque Tool (AT)
Approvals/Listings
ICC-ES (International Code Council) ESR-191 7 in concrete per ACt 318-14 Ch. 17 / ACt 355.2/ICC-ES AC1 93
- 2018 International Building Code/ International ESR-3785 in grout-filled CMU per ICC-ES AC01
Residential Code (IBC/1RC) ELC-1 917 in concrete per GSA A23.3-14 / ACI 355.2
- 2015_ National _Building _Code of Canada(NBC-C)
City of Los Angeles g 2017 LABC Supplement (within ESR-1 917)
RR 26057 grout-filled CMU
Florida Building Code 2010 FBC with HVHZ
FM (Factory Mutual) Pipe hanger components for automatic sprinkler systems 3/8 through 3/4
UL and cUL (Underwriters Laboratory) Pipe hanger equipment for fire protection services for 3/8 through 3/4 -
.. LADBS c®us
6iiiiuiw.,.wm APPRDVBJ LISTED
286 Anchor Fastening Technical Guide Edition 19 13.0 ANCHORING SYSTEMS I 3.3.5 KWIK BOLT 12 EXPANSION ANCHOR
Hilti, Inc. (U.S.) 1-800-879-8000 1 en español 1-800-879-5000 lwww.hilti.com I Hilti (Canada) Corporation I www.hilti.com 11-800-363-4458
Anchor Fastening Technical Guide, Edition 19
MATERIAL SPECIFICATIONS
Carbon steel with electroplated zinc
Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.'
Anchor diameter
(in.)
Shear
(lb)
Tension
(lb)
3/8 NA 6,744
1/2 7,419 11,240
5/8 11,465 17,535
3/4 17,535 25,853
Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm.
Nuts conform to the requirements of ASTM A563, Grade A, Hex.
Washers meet the requirements of ASTM F844.
Expansion sleeves (wedges) are manufactured from type 316 stainless steel
Stainless steel OWE
Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads-'
Anchor diameter Shear
(lb)
Tension
(lb):.
3/8 5,058 6,519
1/2 8,543 12,364
5/8 13,938 19,109
3/4 22,481 24,729
All nuts and washers for type 304 anchors are made from type 304 stainless.
All nuts and washers for type 316 anchors are made from type 316 stainless.
Nuts meet the dimensional reouirements of ASTM F594.
Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain.
Expansion sleeve (wedges) are made from type 316 stainless steel.
1 Bolt fracture loads are determined by testing in a universal tensile machine for quality control at the manufacturing facility. These loads are
not intended for design purposes. See tables 4 and 16 for the steel design strengths of carbon steel and stainless steel, respectively.
INSTALLATION PARAMETERS
Figure 1 - Hilti KWIK Bolt 12 specifications
al
Anchor Fastening Technical Guide Edition 19 1 3.0 ANCHORING SYSTEMS I 3.3.5 KWIK BOLT 12 EXPANSION ANCHOR 287
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Table I - Hilti KWIK Bolt TZ carbon steel specifications
Nominal anchor diameter d0 . Setting
information Symbol Units
____________________
3/8 1/2 5/8 3/4
Nominal bit d. in. 3/8 1/2 5/8 diameter
Minimum nominal in. 1-13/16 2-5/16 3-1/16 2-3/8 35/8 3-9/16 4-7/16 3-13/16 4-5/16 5-5/16
embedment h,.,m (mm) (46) (59) (78) (60) (91) (91) (113) (97) (110) (135)
Effective minimum in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 31/4 33/4 43/4
embedment h01 (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121)
in. 2 2-5/8 3-3/8 2-5/8 4 3-3/4 4-3/4 4 4.5/8 53/4
Mm. hole depth (mm) (51) (67) (83) (67) h0 (102) (95) (121) (102) (117) (146)
Mm. thickness in. 0 0 0 3/4 1/4 3/8 3/4 0 0 7/8
of fixture' tflfl (mm) (0) (0) (0) (19) (6) (9) (19) (0) (0) (23)
Max. thickness in. 2-13/16 2-5/16 1-9/16 4 2-3/4 5-5/8 4-3/4 5-9/16 4-15/16 315/16
of fixture t fl (mm) (71) (59) (40) (101) (70) (143) (121) (141) (125) (100)
Installation torque T.
ft-lb 25 40 60 110
(concrete) (Nm) (34) (54) (81) (149)
Installation torque T 1 ft-lb n/a I 15 I
n/a
25 35 n/a 70
(95) (masonry) (Nm) i (20) I (34) (47)
Fixture hole din.
h
7/16 9/16 11/16 13/16
diameter (mm) 1 (11.1) (14.3) (17.5) (20.6)
Available anchor in. 3 I 3-3/4 I 5 3.3/4l4.1/2I51/2 7 4-3/4 6 18-1/21 10 5.1/2 7 8 10
lengths (mm)
1
(76) I (95) (127) (95) 1(114) (140) (178) (121) (152) 1(216)1(254) (140) (178) (203)1 (254)
Threaded length in. 1-1/2 I 2-1/4 3-1/2 1-5/823/8I33/8I47/8 11/2m2.3/4151/4163/4 21/2
including dog point (mm) (38) (57) (89) (41) (60) 1 (86) (124) (38) I (70) 1(133)1(171) (63) (103) 1(128) (179)
in. 1-1/2 2-1/8 3-1/4 3
Unthreaded length ç,5, (mm) (39) (54) (83) (77)
1 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt TZ anchors are installed at
this embedment, the anchor threading ends near the surface of the concrete. If the fixture is sufficiently thin, it could be possible to run the nut to the bottom of
the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly.
Table 2 - Hilti KWIK Bolt TZ stainless steel sDecificatiOnSt
. . . . . .. •.
Nominal anchor diameter (in.) . . -. Setting
information
.
Symbol
.
Units 3/8 . 1/2 5/8 3/4
Nominal bit diameter d in.. . . 3/8 ..1/2 . :. .5/8 :3/4
Nominal min. in. 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-5/16
embedment h "°" (mm) (59) (60) (91) (91) (113) (110) (142)
Effective mm. in. 2 2 3-1/4 3-1/8 4 33/4 43/4
embedment h of (mm) (51) (51) (83) (79) (102) (95) (121)
in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4
Mm. hole depth h (mm) (67) (67) (102) (95) (121) (117) (146)
Mm. thickness in. 1/4 3/4 1/4 3/8 3/4 1/8 15/8
of fixture' "°' (mm) (6) (19) (6) (9) (19) (3) (41)
Max. thickness in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8
of fixture (mm) (57) (101) (70) (143) (121) (117) (92)
Installation torque
T. T ft-lb 25 40 60 110
(concrete) (Nm) (34) (54) (81) (149)
Installation torque T ft-lb 15 25 35 70
(masonry) °° (Nm) (20) (34) (47) (95)
Fixture hole in. 7/16 9/16 11/16 13/16
diameter d h (mm) (11.1) (14.3) (17.5) (20.6)
Available in. 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8.5 10 5-1/2 8 10
anchor lengths I °"°' (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254)
Threaded length in. 7/8 1-5/8 2-7/8 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5.1/4 6-3/4 1-1/2 4 6
including dog point I throod (mm) (22) (41) (73) (41) (60) (86) (124) (38) (70) (133) (171) (38) (102) (152)
in. 2-1/8 2-1/8 3-1/4 4
Unthreaded length I, ' (mm) 1 (54) (54) (83) (102)
1 Refer to figure 1 of this section for diagram of installation parameters
2 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt 17 anchors are installed at
this embedment, the anchor threading ends near the surface of the concrete. If the fixture is sufficiently thin, it could be possible to run the nut to the bottom of
the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly.
288 Anchor Fastening Technical Guide Edition 19 13.0 ANCHORING SYSTEMS I 3.3.5 KWIK BOLT 17 EXPANSION ANCHOR
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-Th
Anchor Fastening Technical Guide, Edition 19
DESIGN DATA IN CONCRETE PER ACt 318
ACI 318-14 Chapter 17 design
The load values contained in this section are Hilti Simplified Design Tables. The load tables in this section were developed using
the Strength Design parameters and variables of ESR-1917 and the equations within ACt 318-14 Chapter 17. For a detailed
explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR-1 917 are not contained in this
section, but can be found at www.icc-es.org or at www.hilti.com.
Table 3 - Hilti KWIK Bolt TZ carbon steel design strength with concrete/ pullout failure in uncracked concrete'-2-34,5
Nominal Tension q)N Shear ipV anchor Effective Nominal
diameter embed embed I =2500p5i f 39000 Psi f 4000psi I 6,0011 psi I =2500psI f=3000psi f '4000psi I 600Opsi
fl in (mm) in (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
1-1/2 1-13/16 1,185 1,300 1,500 1,835 1,545 1,690 1,950 2,390
(38) (46) (5.3) (5.8) (6.7) (8.2) (6.9) (7.5) (8.7) (10.6)
2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 38 / (51) (59) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4)
2-3/4 3-1/16 2,670 2,925 3,380 4,140 7,660 8,395 9,690 11,870
(70) (78) (11.9) (13.0) (15.0) (18.4) (34.1) (37.3) (43.1) (52.8)
2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680
(51) (60) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250
(83) (91) (15.9) (17.5) (20.2) (24.7) (43.8) (48.0) (55.4) (67.8)
3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380
(79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 4-7/16 5,945 6,510 7,520 9,210 13,440 14,725 17,000 20,820
(102) (113) (26.4) (29.0) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6)
3-1/4 3-13/16 4,570 5,005 5,780 7,080 9,845 10,785 12,450 15,250
(83) (97) (20.3) (22.3) (25.7) (31.5) (43.8) (48.0) (55.4) (67.8)
3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 3/4 (95) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1)
4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945
(121) 1 (142) 1 (30.9) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9)
Table 4 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concrete1'2'
Nominal
Tension -4)N_, Shear - anchor Effectiv€ Nominal
diameter embed. embed. f 2,500 psi I = 3,000 psi I = 4,000 psi 1 6,000 psi ic = 2,500 psi Ic = 3,000 psi I c = 41000 psi I' = 6,000 psi
in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
1-1/2 1-13/16 860 940 1,085 1,330 1,095 1,195 1,385 1,695
(38) (46) (3.8) (4.2) (4.8) (5.9) (4.9) (5.3) (6.2) (7.5)
3/8 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605
(51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6)
2-3/4 3-1/8 2,050 2,245 2,595 3,175 5,425 5,945 6,865 8,405
(70) (79) (9.1) (10.0) (11.5) (14.1) (24.1) (26.4) (30.5) (37.4)
2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605
(51) 1 (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1/2 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800
(83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0)
3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185
(79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750
(102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6)
3-1/4 3-13/16 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800
(83) (97) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0)
3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 3/4 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6)
4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085
(121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9)
1 See section 3.1.8 to convert design strength value to ASO value.
2 Unear interpolation between embedment depths and concrete compressive strengths is not permitted.
3 Apply spacing, edge distance, and concrete thickness factors in tables 7 to 14 as necessary. Compare to the steel values in table 4.
The lesser of the values is to be used for the design.
4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by Ac as follows:
for sand-lightweight, Ac = 0.68; for all-lightweight, A = 0.60
5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular
values in tension only by 0N = 0,75.
No reduction needed for seismic shear. See section 3.1.8 for additional information on seismic applications.
Anchor Fastening Fastening Technical Guide Edition 19 13.0 ANCHORING SYSTEMS I 3.3.5 KWIK BOLT 17 EXPANSION ANCHOR 289 Hilti, Inc. (U.S.) 1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti (Canada) Corporation I www.hilti.com 11 -800-363-4458
Table 5 - Steel strength for Hilti KWIK Bolt TZ carbon steel anchors1'2
Nominal
anchor . . . .
diameter . . Tensile 4N 3 Shear IV 4 Seismic shear4V 55..
in Effective embedment in. (mm) . lb (kN) . . lb (kN) . . lb (kN)
1-1/2 4,875 1,415 1,415
(38) (21.7) (6.3) (6.3)
3/8 2 2-3/4 4,875 2,335 1,465
(51) (70) (21.7) (10.4) (6.5)
2 3-1/4 8,030 3,570 3,570
1/2 (51) (83) (35.7) (15.9) (15.9)
3-1/8 4 12,880 5,260 4,940
5/8
(79) (102) (57.3) (23.4) (22.0)
3-1/4 3-3/4 4-3/4 18,840 8,890 7,635
3/4 (83) (95) (121) (83.8) (39.5) (34.0)
1 See section 3.1.8 to convert design strength value to ASD value.
2 Hilti KWIK Bolt TZ carbon steel anchors are to be considered ductile steel elements.
3 Tensile 4N = 4 A tt. as noted in ACI 318-14 Chapter 17.
4 Shear values determined by static shear tests with < q 0.60 f t. as noted in ACI 318-14 Chapter 17.
5 Seismic shear values determined by seismic shear tests with <c 0.60 A.,v fut. as noted in ACI 318-14 Chapter 17. See section 3.1.8
for additional information on seismic applications.
Figure 2
Anchors not permitted
in shaded area
Th L. Case
f.
0
Case 1
E
Concrete SflM Edge
For a specific edge distance, the permitted spacing is calculated as follows:
0) (S. - S12) (C
- c 2) s~ s + C C= at s,,,1 m.n,2 (Cmini - Cmjn 2)
C,,,2 at
Cdosign edge distance c
Table 6- Carbon steel Hilti KWIK Bolt TZ installation parameters'
Setting . . . . .
• Nominal anchor diameter d0 . .•. ... . .
3/8 . . . . . 1/2 . 5/8 314 information Symbol Units
Effective minimum 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4
embedment h (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121)
Mm. member in. 3-1/4 4 5 5 4 6 6 8 5 6 8 5-1/2 6 8 8
thickness "' (mm) (83) (102) (127) (127) (102) (152) (152) (203) (127) (152) 1 (203) (140) (152) (203) (203)
in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8
c011 (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105)
Case 1
for in. 8 5 5 5-3/4 5-3/4 6-1/8 5-7/8 5 10-1/2 8-7/8
s..,,' (mm) (203) (127) (127) 1 (146) (146) (156) (149) (127) (267) (225)
in. 8 3-5/8 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4
(mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197)
Case 2 or Fs., in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3.1/2 3 5
5T(102)
4
2 a (mm) (203) (64) (64) (70) (60) (89) (76) (127) (127)
1 Linear intereclation is permitted to establish an edae distance and scecina combination between Case 1 and Case 2.
Linear interpolation for a specific edge distance c, where cr,,ni <C < Cmin,21 will determine the permissible spacings.
290 Anchor Fastening Technical Guide Edition 19 13.0 ANCHORING SYSTEMS I 3.3.5 KWIK BOLT 12 EXPANSION ANCHOR
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Anchor Fastening Technical Guide, Edition 19
Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel Hilti KWIK Uolt TZ in uncracKea concrete'
Edge distance in shear . . . .
3/8-in. KS-TZCS
uncracked Spacing factor Edge distance factor Spacing factor Conc. thickness factor . II To and away,
concrete in tension intension in shear3 .: .1. ToWard edge from edge . in shear4
14)4 - 1)4)4 14)) fF4) fRy fRY
Effective in. 1-12 2 2-3/4 1.1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 . 2 2-3/4 1-1i ? 2-3/4 1.1/2 2 2-3/4
embed. h (mm) (38) (51) (70) (38) (51) (70) (38) .. (51) - (70) (38) (51) (70) (38) .(51) (70) (38) (51) (70)
Nominal . in. . 1-13/16 2-5/16 3-1/8. 1-13/16.2-5/16 . .3-1/8 1.13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1.13/16 2-5/16 :3-1/8 1-13/16 2-5/16 3-1/8
embed. h (mm) (46) (59) (79) (46) (59). (79) (46) (59) (79) . (4) . (59) (19) (46) (59) (p9): (46) (59) (79)
2-1/2 (64) n/a 0.71 0.65 n/a 0.60 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.60 0.32 n/a n/a n/a
3 (76) n/a 0.75 0.68 n/a 0.69 0.79 n/a 0.62 0.56 n/a 0.64 0.21 n/a 0.69 0.42 n/a n/a n/a
3-1/2 (89) n/a 0,79 0.71 n/a 0.80 0.88 n/a 0.64 0.57 n/a 0.81 0.27 n/a 0.81 0.53 0.62 n/a n/a
3-5/8 (92) n/a 080 0.72 n/a 0.83 0.91 n/a 0.65 0$7 n/a 0.85 028 n/a 085 06 0.63 n/a n/a
5 4 (102) n/a 0.83 0.74 n/a 0.91 08 n/a 067 0.58 n/a 0.99 03 n/a 0.99 065 07 01 n/a
4-1/2 (114) n/a 0.88 0.77 n/a 1.00 1.00 n/a 0.69 0.59 n/a 1.00 0.39 n/a 1.00 0.78 0.71 0.86 n/a
aD 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.91 0.75 0.91 0.63
5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.95 0.66
6 (152) n/a 1.00 0.86 n/a n/a 0.75 0.62 n/a 0.60 n/a 0.82 1.00 0.69
ma
, 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.74
-.9 8 (203) 1.00 0.98 1.00 0.72 0.83 0.66 1.00 0.92 1.00 0.94 0.80
C) 9(229)too -
CL Cn 10 (254) 1.00 0.78 0.91 0.70 1.00 0.89
11 (279) 1.00
-0.75 -
0.81 0.95 0.72 0.93
12 (305) 1.00 0.83 1.00 0.74 0.97
13 (330) 1.00 0.86 1.00 0.76 1.00
Table 8 - Load adjustment factors for 3/8-in, diameter carbon steel Hilt! KWIK tiOlt TZ In cracea concrete
Edge deda ce in shear . . ..
3/8-in. KB-TZ CS
cracked
. Spacing factor .
. . Edge distance factor . fact Spacing or . Conc. thickness factor . .......
. To and away. .
concrete intension. in tension in shear3 I Toward edge from edge
.
.11
in shear'
lAY . -... fRy. . . ,. fRY .
Effective, in. .2-3/4. 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 23/4 171/2' .. 2 2-3/4 .1-1/2 2 2-3/4
embed. h4) (mm) (38)' . '(51) (70) (38) (51) (70) : (38) "(51) (70) (38)' (51) (70) (38) . . (51) '(70) (38) . (51) (70)
Nominal . in. 1-13/16 2-5/16 .3-1/8 .1-13/16 25/16 . 3-1/8 1-13/11 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 25/16 3-1/8. 1-13/10 2-5/16 3.1/8
embed_h (mm) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79)
2-1/2 (64) n/a 0.71 0.65 n/a 0.87 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.87 0.33 n/a n/a n/a
3 (76) n/a 0.75 0.68 n/a 1.00 0.79 n/a 0.62 0.56 n/a 0.65 0.21 n/a 1.00 0.43 n/a n/a n/a
3-1/2 (89) n/a 0.79 0.71 n/a 1.00 0.88 n/a 0.65 0.57 n/a 0.82 0.27 n/a 1.00 0.54 0.62 n/a n/a
3-5/8 (92) n/a 0.80 0.72 n/a 1.00 0.91 n/a 0.65 0.57 n/a 0.86 0.28 n/a 1.00 0.57 0.63 n/a n/a
5 4 (102) n/a 083 074 n/a - 098 n/a 067 08 n/a 1.00 33 n/a - 06 67 02 n/a
4-1/2 (114) n/a 0.88 0.77 n/a 1.00 n/a 0.69 0.59 n/a 0.39 n/a 0.79 0.71 0.87 n/a
_ 5 (127) n/a 0.92 0.80 n/a
-
n/a 0.71 0.60 n/a 0.46 n/a 0.92 0.75 0.91 0.63
5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.96 0.66
j 6 (152) n/a 1.00 0.86 n/a n/a 0.75 0.62 n/a 0.61 n/a 0.82 1.00 0.69
. 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.75
8 (203) 1.000 0.98 1.00 0.72
--
0.83 0.66 1.00 0.93 1.00 0.94 0.80
C) 9 (229) 1.000 1.00 0.75 0.87 0.68 1.00 1.00 0.85
a 10 (254) 1.000 0.78 0.92 0.70 - - - 0.89
11 (279) 1.000 0.81 0.96
--
0.72 0.94
12 (305) 1.000
--
0.83 1.00 0.74 0.98
13 (330) 1.000 0.86 0.76 1.00
1 Linear interpolation not permitted.
2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can
become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design
equations from AC) 318-14 Chapter 17.
3 Spacing factor reduction in shear, 1A'' assumes an influence of a nearby edge. If no edge exists, then 1AV
4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then fRy = 1.0.
If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing
(or vice versa). Check with table 5 and figure 2 of this section to calculate permissabie edge distance, spacing and concrete thickness
combinations.
Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS I 3.3.5 KWIK BOLT 12 EXPANSION ANCHOR 291
Hilti, Inc. (U.S.) 1-800-879-8000 1 en espanoi 1-800-879-5000 1 www.hiiti.com I Hilti (Canada) Corporation I www.hilti.com 11-800-363-4458
J
I of 3 2 of 3
NGS
HOLE CUT SYSTEM
MODEL V-723 SADDLE LET
MECHANICAL TEE
i*i iiiariv MODEL V-723 SADDLE LET NGS HOLECUTSYSTEM
MECHANICAL TEE
The Viking Corporation, 210 N industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9601 Technical Services: 877-384-5484 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
1. DESCRIPTION
VGS Model V.723 Saddle Let small mechanical tees are available In sizes 1-1/4
through 2-1/2'. The Models V-723 mechanical tees provide an easy take-out of a
branch outlet without the need for welding. VGS5 Mechanical Tees are manufac-
tured at 1S09001 certified facilities an are designed to conform to ASTM and other
standards where applicable. Threads are NPT per ANSI 81.20.1.
LISTINGS AND APPROVALS
c®us Guide No. VIZM
Class 1820
TECHNICAL DATA
Specifications: Maximum working pressure: 300 poi (71 fee)
Ductile iron conforming to ASTM A536
Grade 6545-12
The latest V031 Teehfltast Data
can be aceased at
httpJlwww.vtktnegrouptflc.eom.
Scan to slaB our Mobile webelte:
LJ
Standard black finish
Hot dipped Zinc galvanized versions are available (conforming to ASTM A153);
when ordering, add a "0' suffix to the Model number.
Rubber compound EPOM Grade S conforming to ASTM 02000, AV18NA C608,
NSF 51 and tAPMO.
Nuts and Bolts: Zinc plated, Carbon Steel conforming to ASTM A183 Grade 2 1UNC nuts and bolts are a silver chromate color and ISO are a gold chromate color)
Hole Diameter* Dimensions
NonilnelSlz-. 1.8, -0 T" SoltStze Bolt Torque WebØht
in (mm) (+0.063, -0) A S C in (mm) In (mm) Lb-Ft(/Jm) Lbs
In(rnm) loll/Ore) In(rnm) ifl(mm)
1.25'o 0.0 1.18 1.87 3.6 2.2 1.83 U-Sot 20-22 0.9
(32n 15) (35) (48) (89) (58) (42) 13/80 127-301 (5.41)
1.250 0.75 1.18 1.87 3,5 2.2 1.63 U-Bat 20-22 1.0
(32x20) 1301 48) (89) (56) (42) (3/uo( (27-30) (0.45)
1.2501 1.19 2.04 3.0 2.2 1.73 U-Sot 20-22 1.0
(32025) 1301 (52) (90) (55) 1441 (3160) (27-30) 10.45)
1.50 0.5 1.19 2.04 3.5 2.2 1.76 U-Bolt 20-fl 0.9
(4 00 /5) 1301 (62) (89) (5) (46) (3/8e) (27-30) (0.41)
1,500.75 1.18 2.04 3.5 2.2 1.79 U-Bot 20-22 0.5
(400 201 (30) (52) (85) (56) (48) (3/88) (27-30) (0.41)
1.551 1.18 2.04 3.5 2.2 1.69 U-Sot 20-22 0.9
(40o25) i30) (52( 189) (56) (43) (3/00) (27-30) (0.4/)
2o0.S 1.18 2,30 3.66 2.2 2.07 U-But 20-22 0.5
(SO X 15) (30) (59) (09) (50) (53) (3/80) (27- 30) 10.41)
200.75 1.18 2.30 3.80 2.2 2.07 U-Sos 20.-fl 0.5
(500 201 130) 1601 158) (56) (53) 13/Be) (27-30) (0.41)
25 1 1.18 2.30 3.86 2.2 1.97 U-Sot 20-fl 1.0
(50025) 130) (59) )95) (061 (50) (3/80) (27-30) (0.45)
2,000.5 1.18 2.48 4.37 2.2 2.22 U-Bolt 20-22 1.0
(650 15) (30) (93) 11111 (561 (51) (3/8e) (27-30) (0.45)
2.5 00.75 1.16 2.46 4.37 2.2 2.22 U-Sot 20-22 1,0
(85 o20),,,,,, (30) (63( (111) (58) (07) (3/90) (27-fl) (0.45)
2.501 1.18 2.45 4.37 2.2 2.13 U-Sot 20-fl 1.0
(050 25) (30) (111) (56) (3/8o) (27-30) (0.45) -
'Hole diameters are suggested hole saw diameters. 'T: Take-out (Center at run to end of pipe to be engaged)
The Viking Corporation, 210 N Industrial Perk Drive, Hastings MI 49058
Telephone: 269.946-9501 Technical Services: 877-384-6464 Fax: 269.818-1680 Email: techsvcsivlklngcorp.com
HOLE CUTTING The hole-cut method of pipe preparation is required when using mechanical tees, mechanical crosses, and saddle-lets. The method
of pipe preparation requires the cutting or drilling of a specified hole size on the centerline of the pipe. Always use the correct hole saw size as shown this data sheet and never use a torch for cutting a hole. After the hole has been out all rough edges must be
removed and the area Within 5/8' (16 mm) of the hole should be Inspected to ensure a clean smooth surface, free of any indenta-
tions or projections that could affect proper gasket sealing. The area wIthin the "A' dimension should also be inspected and must be free for dirt, scale or any imperfection that could affect proper sealing or assembly of the fitting.
relic H.I. Tlillm,.ao,
~
M06hsdI Htsf)imeee1nnc
Surface PreparationMaximum 'A"
Branch Size
In (mm) Hole SAW size DiamallsrAllowerf
1/2, 3/4,1 14/16 1-1/4 3-1/2
(5, 20, 25) 1301 (32) 1651
INSTALLATION
NOTES:
outlet in place when installing the - sprinkler. , ' uusia4-W .
- 'lighten the tub evenly. - - -- 4
K-factor of Saddle-Lets 412 K15 415
Do not Install sprinkler directly into 'Saddle-Let With r outlet.
Gasket
Threaded
outlet
Nuts
Sprinkler
Figure 1: V-723 Saddle-Lot installation
_C_ _B_
AA
Model V-723 Mechanical Tee
Form No. F_110515 16.12.08 Rev 16.1 Replaces Form No. F110515 Rev 15.1
(Added K-factor limit table and flow data)
Form No. F_110515 16.12.08 Rev 16.1
3013
TECHNICAL ll1u7V MODEL V-723 SADDLE LET NGS HOLE CUT SYSTEM
_____________________ MECHANICAL TEE
The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058
Telephone: 269-945-9501 Technical Services: 877-384.5464 Fax: 269-818-1880 Email: techsvcsivildflgcOrp.COm
6. FLOW DATA
Flow test data has shown that the total Formulas for Cv Values:
heed loss between point A and B for Where: the fittings can be expressed in terms 72 of the pressure difference across 0 Flow (3PM)
Ihe inlet and branch. The pressure Pressure DrOP (psi)
difference can be obtained from the O=C
min
relationship below 6 x in C Flow Coefficient
Form No. F_110515 16.1208 Rev 16.1 Replaces Form No. F_110515 Rev 15.1
(Added K-factor limit table and flow data)