HomeMy WebLinkAbout3266 LIONSHEAD AVE; ; FPC2021-0097; PermitPERMIT REPORT
Fire Permit
Print Date: 03/16/2022
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
3266 LIONSHEAD AVE, CARLSBAD, CA 92010
FIRE-Construction Commercial Work Class:
2218811600 Track#:
$7,104,449.01 Lot#:
Project#:
Plan#:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check#:
Plan Check#:
Fire Sprinklers
DEV16036
{'Cityof
Carlsbad
Permit No: FPC2021-0097
Status: Closed -Finaled
Applied: 06/07/2021
Issued: 07/09/2021
Finaled Close Out: 03/10/2022
Inspector:
Final Inspection:
Project Title: CARLSBAD RACEWAY LOTS 13-15 (AKA AMAZON DISTRIBUTE LOTS 13-15) SHELL BLDG
Description: DGB6 (AMAZON) -FIRE SPRINKLER Tl (SO HEADS)
Applicant:
INDUSTRIAL FIRE SPRINKLER CO INC
JAKE SANDAGE
3845 IMPERIAL AVE
SAN DIEGO, CA 92113-1702-SAN DIEGO
(619) 266-6030 x109
FEE
FIRE NFPA 13 or 13R System 7 -100 heads
Total Fees: $553.00
Fire Department
Total Payments To Date: $553.00
FPContractor:
INDUSTRIAL FIRE SPRINKLER CO INC
3845 IMPERIAL AVE
SAN DIEGO, CA 92113-1702
(619) 266-6030
Balance Due:
AMOUNT
$553.00
$0.00
Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-4665 I 760-602-8561 f I www.carlsbadca.gov
\IIKlrG® TECHNICAL DATA
Page 1 of 6
MICROFAST® QUICK
RESPONSE PENDENT
SPRINKLER VK302 {K5.6)
The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com
1. DESCRIPTION
The Viking Microfast® Quick Response Pendent Sprinkler VK302 is a small
thermosensitive glass bulb spray sprinkler available with various finishes and tem-
perature ratings to meet design requirements. The special Polyester and Electroless
Nickel PTFE (ENT) coatings can be used in decorative applications where colors
are desired. In addition, these coatings have been investigated for installation in
corrosive environments and are Listed and Approved as indicated in the Approval
Charts.
2. LISTINGS AND APPROVALS
c@us cULus Listed: Category VNIV
<8> FM Approved: Class Series 2000
~ VdS Approved: Certificates G414009, G414010, G4040095, and 4880045
klPC, LPCB Approved: Certificate 096e/06
It\ WARNING: Cancer and Reproductive Harm-~ www.P65Wamings.ca.gov
( E: CE: Standard EN 12259-1,Declaration of Performance DOP _ Sprinklers_LPCB _5-2-19, DOP _ VK302ENT _29-1-20 & DOP _ VK302-
57C _ 30-9-20
China Approval: Approved according to China GB standard
@.-MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003
Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for
FM Approval requirements that must be followed.
3. TECHNICAL DATA
Specifications:
Minimum Operating Pressure: 7 psi (0.5 bar)
Rated to 175 psi (12 bar) water working pressure
Factory tested hydrostatically to 500 psi (34.5 bar)
Thread size: 1/2" NPT, 15 mm BSP
Nominal K-Factor: 5.6 U.S. (80.6 metric**)
Glass-bulb fluid temperature rated to -65 °F (-55 °C)
Overall Length: 2-1/4" (58 mm)
*cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE
Approvals ONLY is 5 psi (0.35 bar).
Material Standards:
Frame Casting: Brass UNS-C84400 or QM Brass
Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500
Bulb: Glass, nominal 3 mm diameter
Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape
Screw: Brass UNS-C36000
Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400
For Polyester Coated Sprinklers: Belleville Spring-Exposed
For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap -ENT plated.
Ordering Information: (Also refer to the current Viking price list.)
Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate
suffix for the temperature rating to the sprinkler base part number.
Form No. F _033314 20.07.14 Rev 20.1 Replaces Form No. F _033314 Rev 19.3
(Added ENT to CE Approval.)
Page 2 of 6
'JIKINCG ® TECHNICAL DATA
MICROFAST® QUICK
RESPONSE PENDENT
SPRINKLER VK302 (KS.6)
The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com
Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN
Temperature Suffix: 135 °F (57 °C) = A, 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, 286 °F (141 °C) = G
For example, sprinkler VK302 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB
Available Finishes And Temperature Ratings: Refer to Table 1.
Accessories: (Also refer to the current Viking price list.)
Sprinkler Wrenches:
A. Standard Wrench: Part No. 21475M/B.
B. Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006)
C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010)
**A ½" ratchet is required (not available from Viking).
***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F _051808.
Sprinkler Cabinets:
A. Six-head capacity: Part No. 01724A(available since 1971)
B. Twelve-head capacity: Part No. 01725A (available since 1971)
4. INSTALLATION
Refer to appropriate NFPA Installation Standards.
5. OPERATION
During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and
sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern
to extinguish or control the fire.
6. INSPECTIONS, TESTS AND MAINTENANCE
Refer to NFPA 25 for Inspection, Testing and Maintenance requirements.
7. AVAILABILITY
The Viking Microfast® Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis-
tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation.
8. GUARANTEE
For details of warranty, refer to Viking's current list price schedule or contact Viking directly.
Wrench Flat -
Figure 1:
Standard Sprinkler Wrench 21475M/B
FormNo.F_033314 20.07.14 Rev20.1
Page 3 of 6
I "IKlrG® TECHNICAL DATA
MICROFAST® QUICK
RESPONSE PENDENT
SPRINKLER VK302 (K5.6)
The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com
TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES
Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating1 Celling Temperature2
Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange
Ordinary 155 °F (68 °C) 100 °F (38 °C) Red
Intermediate 115 °F (79 °c) 150 °F (65 °c) Yellow
Intermediate 200 °F (93 °C) 150 °F (65 °C) Green
High 286 °F(141 °C) 225 °F (107 °C) Blue
Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT
Corrosion-Resistant Coatings3: White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 °C)
Footnotes
1 The sprinkler temperature rating is stamped on the deflector.
2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction.
Refer to specific installation standards.
3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These
tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com-
patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces
only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings.
Sprinkler wrench 13655W/B**
for recessed pendent
sprinklers
** A 1/2" ratchet is required
(not available from Viking)
For ENT coated automatic sprinklers, the waterway is coated.
Carefully slide the wrench sideways around
the protective cap, ensuring engagement with
the sprinkler wrench flats
Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers
FormNo.F_033314 20.07.14 Rev20.1
Page 4 of 6
'\IIKINCG ® TECHNICAL DATA
MICROFAST® QUICK
RESPONSE PENDENT
SPRINKLER VK302 (KS.6)
Base
Part
The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com
SIN Sprinkler Thread Size
Approval Chart 1 (UL)
The Viking MicrofasP Quick Response
Pendent Sprinkler VK302
Maximum 175 PSI (12 Bar) WWP
Nominal
K-Factor
Overall
Length
r-Temperature KEY
+.-Finish
A 1 X ._ Escutcheon (If applicable)
Listings and Approvals'
(Refer also to Design Criteria.)
Number' Style
NPT BSP U.S. metric2 Inches cULus• VdS LPCB CE' MED8 China mm Approval
12979 VK302 Pendent 1/2" 15mm
213549 VK302 Pendent 15 mm
Approved Temperature Ratings
A-135 °F (57 °C), 155 °F (68 °C), 175 °F
(79 °c), 200 °F (93 °c), 286 °F (141 °C)
5.6 80.6 2-1/4
5.6 80.6 2-1/4
5.6
5.6 2-1/4
Approved Finishes
58 A1Z,B1Y,D2,C2X A1 A1Z,B1Y D12, C1Y, D2,
A1Z,B1Y
58 D3
58 A1Z,B1Y D12, C1Y, D2
Approved Escutcheons
X -Standard surface-mounted escutcheon or the
Viking Micromatic® Model E-1 Recessed Escutcheon
D1
D3
B -135 °F (57 °C), 155 °F (68 °C), 175 °F
(79 °C), and 200 °F (93 'C)
1 -Brass, Chrome, White
Polyester5·6, Black Polyes-
ter5·6
2 -ENT5
3-Chrome
Y -Standard surface-mounted escutcheon or recessed with the Viking Micromatic®
Model E-1 , E-2, or E-3 Recessed Escutcheon
c -155 'F (68 °C), 175 'F (79 °C), and
200 °F (93 °c )
D -155 °F (68 °C), 175 'F (79 'C), 200 °F
(93 °C), 286 °F (141 ·c)
Z -Standard surface-mounted escutcheon
Footnotes
1 Base part number shown. For complete part number, refer to Viking's current price schedule.
2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process.
• Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada.
5 cULus Listed as corrosion-resistant.
6 Other colors are available on request with the same Listings and Approvals as the standard colors.
7 CE: Standard EN 12259-1 ,Declaration of Performance DOP _Sprinklers_LPCB_5-2-19, DOP _ VK302ENT_29-1-20 & DOP _ VK302-57C_30-9-20.
8 MED Certified, Standard EN 12259-1, EC-0832-MED-1003.
• Approved according to China GB Standard.
DESIGN CRITERIA • UL
{Also refer to Approval Chart 1 above.)
cULus Listing Requirements:
The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in
accordance with the latest edition of NFPA 13 for standard spray sprinklers.
• Designed for use in Light and Ordinary occupancies.
• The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed.
IMPORTANT: Always refer to Bulletin Form No. F _091699 -Care and Handling of Sprinklers. Also refer to Form No. F _080614
for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest
edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and
also with the provisions of governmental codes, ordinances, and standards, whenever applicable.
Form No. F _033314 20.07.14 Rev 20.1
TECHNICAL DATA
Page 5 of 6
MICROFAST® QUICK
RESPONSE PENDENT
SPRINKLER VK302 (KS.6)
The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com
Approval Chart 2 (FM)
The Viking Microfast® Quick Response
Pendent Sprinkler VK302
Maximum 175 PSI (12 Bar) WWP
Base Part Sprinkler Thread Size Nominal K-factor Overall Length SIN Number' Style NPT BSP U.S. metric2 Inches mm
12979 VK302 Pendent 1/2" 15mm 5.6 80.6 2-1/4 58
213546 VK302 Pendent 15mm 5.6 80.6 2-1/4 58
5.6 80.6 2-1/4 58
5.6 80.6 2-1/4 58
Approved Temperature Ratings
r--Temperature KEY .,,r-Finish
A 1 X 4--Escutcheon (if applicable l
FM Approvals3
(Refer also to Design Criteria.)
A1Z,B1Y,D2X,C2
C3
A1Z,B1Y,D2X,C2
A1Z,B1Y
Approved Escutcheons A -135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F
(93 °C), 286 °F (141 °C)
B -135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and
200 °F (93 °C)
c -155 °F (68 °C), 175 °F (79 °c), 200 °F (93 °c), 286
°F (141 °C)
Approved Finishes
1 -Brass, Chrome, White Polyester',
and Black Polyester'
2-ENT5
3 -Chrome
X -Standard surface-mounted escutcheon or the
Viking Micromatic®Model E-1 Recessed Escutcheon
Y -Standard surface-mounted escutcheon or recessed
with the Viking Micromatic® Model E-1 or E-2
Recessed Escutcheon
o -155 °F (68 °c), 175 °F (79 °c), 200 °F (93 °cJ Z -Standard surface-mounted escutcheon
Footnotes
' Base part number shown. For complete part number, refer to Viking's current price schedule.
2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by
10.0.
3 This table shows the FM Approvals available at the time of printing. Other approvals may be in process.
4 Other colors are available on request with the same Approvals as the standard colors.
5 FM approved as corrosion resistant.
6 Approved according to China GB Standard.
DESIGN CRITERIA -FM
(Also refer to Approval Chart 2 above.)
EM Ai;ii;ir2vs1I R!ilgyir!ilm!ilntll;
The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers
as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss
Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not
limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable
spacing, and deflector distance below the ceiling.
NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria.
IMPORTANT: Always refer to Bulletin Form No. F _091699 -Care and Handling of Sprinklers. Also refer to Form No. F _080614
for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest
edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza-
tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable.
FormNo.F_033314 20.07.14 Rev20.1
TECHNICAL DATA
Page 6 of 6
MICROFAST® QUICK
RESPONSE PENDENT
SPRINKLER VK302 (K5.6)
The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com
1/2"
(15 mm)
NPT
2-1/4"
(57
Installed with a standard
1/8" surface-mounted
escutcheon
Ceiling Opening Size:
2-5/16" (59 mm) minimum
2-1/2" (64 mm) maximum
Figure 3: Sprinkler Dimensions with a Standard Escutcheon
' -. ' .~ .. ~
t
1-3/4"
(45 mm)
Max.
+-2-1/8"_.
(54 mm)
Installed with a
Model E-1 Recessed
Escutcheon
r, ~ .. ·"'· -...•., "· 'I'• •
.... 2-1/8"
(54 mm)
Ceiling Opening Size:
2-5/16" (59 mm) minimum
2-1/2" (64 mm) maximum
1-1/8"
2"" (29 mm) 1-1/8"
(29 mm)
Min. (51 mm) Min.
Max. --~---=--....J~
Installed with a Model
E-2 Thread-on Recessed
Escutcheon
Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons
FormNo.F_033314 20.07.1 4 Rev20.1 Replaces Form No. F _033314 Rev 19.3
(Added ENT to CE Approval.)
The following excerpt are pages from the North American
Product Technical Guide, Volume 2: Anchor Fastening, Edition
19.
Please refer to the publication in its entirety for complete details
on this product including data development, product
specifications, general suitability, installation, corrosion and
spacing and edge distance guidelines.
US&CA: https://submittals.us.hilti.com/PTGVol2/
To consult directly with a team member regarding our anchor
fastening products, contact Hilti's team of technical support
specialists between the hours of 7:00am -6:00pm CST.
US: 877-749-6337 or HNATechnicalServices@hilti.com
CA: 1-800-363-4458, ext. 6 or CATechnicalServices@hilti.com
Hilti, Inc.
7250 Dallas Parkway, Suite 1000
Plano, TX 75024
1-800-879-8000
www.hilti.com
Anchor Fastening Technical Guide, Edition 19
3.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR
PRODUCT DESCRIPTION
KWIK HUS EZ I and KWIK HUS-EZ E carbon steel anchors
Anchor System
Uncracked
concrete
Approvals/Listings
Cracked
concrete
ICC-ES (International Code Council)
City of Los Angeles
FM (Factory Mutual)
ISAF~~1
SafeSet ™ System
with Hollow Drill Bit
Carbon Steel
1/4", 3/8"
KWIK HUS-EZ I
Carbon Steel 1/4"
KWIK HUS EZE
-
Profis Anchor
design software
Features and Benefits
• OSHA compliant installation options including
the Hilti SafeSet™ hollow drill bit technology
• Easy installation using impact tool or torque
wrench
• Product and length identification marks facilitate
quality control after installation
• Thread design enables quality setting and
exceptional load values in wide variety of base
material strengths
• 1/4" diameter available in internally and
externally threaded head styles
• Anchor is fully removable
• Anchor diameter is same as drill bit diameter.
No special diameter bit requiredt.
• Suitable for reduced edge distances and
spacing
• Suitable for seismic and non-seismic areas
000
0 0 0
0 0 0
0 0 0
0 0 0
Fire sprinkler
listings
ESR-3027 in concrete per ACI 318-14 Ch. 17 / ACI 355.2/ ICC-ES AC193
City of Los Angeles 2017 LABC Supplement (within ESR-3027)
Pipe hanger components for automatic sprinkler systems for KH-EZ I and KH-EZ E
Figure 1 -Figure 2 -$ ~-..!~ ~
INSTALLATION PARAMETERS
KWIK HUS-EZ I
anchor installation
details
KWIK HUS-EZ E anchor
installation details
Table 1 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E specifications1.2
Setting Nominal anchor diameter
information Symbol Units 1/4 3/8
Head style KH-EZ E KH-EZ I
Threaded rod diameter in. N/A 1/4 3/8 1/2 wrench size wrench size
Nominal bit diameter do,;, in. 1/4 3/8 da d,
Nominal embedment hnom in. 1-5/8 1-5/8 2-1/2 1-5/8 2-1/2 2-1/8
Effective embedment h., in. 1.18 1.18 1.92 1.18 1.92 1.54 her h,1
1-h-1-h-
Minimum hole depth ho in. 2 2 2-7/8 2 2-7/8 2-3/8 ho ho
Installation torque Tinst ft-lb 18 40
(N-m) (24) (54)
Wrench size in. 1/2 3/8 1/2 11/16 d,,.
1 T,,,., is the maximum installation torque that may be applied with a torque wrench.
2 See table 5 and figure 2 of section 3.3.6 for spacing, edge distance, and concrete thickness parameters
Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR 337
Hilti, Inc. (U.S.) 1-800-879-8000 I en espafiol 1-800-879-5000 I www.hilti.com I Hilti (Canada) Corporation I www.hilti.com 11-800-363-4458
m,
Ell
DESIGN INFORMATION IN CONCRETE PER ACI 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-3027 and the equations within ACI 318-14 Chapter 17. For a detailed
explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR-3027 are not contained in this
section, but can be found at www.icc-es.org or at www.hilti.com.
Table 2 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E design strength with concrete/ pullout failure in uncracked concrete1.z3,4
Tension -<1>N. Shear -<1>V.
Nominal Nominal I'.= 2,500 I'.= 3,000 I'.= 4,000 I'.= 5,000 I'.= 6,000 I'.= 7,000 I'.= 8,000 I'.= 2,500 I'.= 3,000 I'.= 4,000 I'.= 6,000
anchor embed. psi psi psi psi psi psi psi psi psi psi psi
diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (34.5 MPa) (41 .4 MPa) (48.3 MPa) (55.2 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa)
in. in.{mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb{kN) lb {kN) lb (kN) lb(kN) lb (kN) lb(kN)
1-5/8 585 620 675 725 765 800 830 1,075 1,180 1,360 1,670
1/4 (41) (2.6) (2.8) (3.0) (3.2) (3.4) (3.6) (3.7) (4.8) (5.2) (6.0) (7.4)
2-1/2 1,525 1,670 1,930 2,160 2,365 2,555 2,730 2,235 2,450 2,825 3,460
(64) (6.8) (7.4) (8.6) (9.6) (10.5) (11.4) (12.1) (9.9) (10.9) (12.6) (15.4)
2-1/8 1,490 1,635 1,885 2,110 2,310 2,495 2,665 1,605 1,760 2,030 2,485
3/8 (54) (6.6) (7.3) (8.4) (9.4) (10.3) (11 .1) (11.9) (7.1) (7.8) (9.0) (11.1)
Table 3 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E design strength with concrete/pullout failure in cracked concrete1·2·3·4·5
Tension -<1>N. Shear -<1>V,
Nominal Nominal I'.= 2,500 I'.= 3,000 I'.= 4,000 I'.= 5,000 I'.= 6,000 I'.= 7,000 I'.= 8,000 I'.= 2,500 I'.= 3,000 I'.= 4,000
anchor embed. psi psi psi psi psi psi psi psi psi psi
diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (34.5 MPa) (41.4 MPa) (48.3 MPa) (55.2 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa)
in. in.(mm) lb (kN) lb (kN) lb(kN) lb (kN) lb(kN) lb(kN) lb (kN) lb(kN) lb(kN) lb(kN)
1-5/8 300 315 345 370 390 410 425 765 835 965
1/4 (41) (1 .3) (1 .4) (1.5) (1 .6) (1 .7) (1.8) (1 .9) (3.4) (3.7) (4.3)
2-1/2 760 830 960 1,070 1,175 1,270 1,355 1,585 1,735 2,000
(64) (3.4) (3.7) (4.3) (4.8) (5.2) (5.6) (6.0) (7.1) (7.7) (8.9)
3/8 2-1/8 1,055 1,155 1,335 1,495 1,635 1,765 1,890 1,135 1,245 1,440
(54) (4.7) (5.1) (5.9) (6.7) (7.3) (7.9) (8.4) (5.0) (5.5) (6.4)
See section 3.1.8 to convert design strength value to ASD value.
2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
3 Apply spacing, edge distance, and concrete thickness factors in tables 5 and 6 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». as follows:
for sand-lightweight, >-, = 0.68; for all-lightweight, ». = 0.60
I'.= 6,000
psi
(41.4 MPa)
lb(kN)
1,180
(5.2)
2,450
(10.9)
1,760
(7.8)
5 Tabular values are for static loads only. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors:
1/4-in diameter by 1-5/8-in nominal embedment depth -ex" . = 0.60
1/4-in diameter by 2-1/2-in nominal embedment depth -ex":::= 0.75
3/8-in diameter by 2-1/8-in nominal embedment depth -ex"·"''= 0.75
No reduction needed for seismic shear. See Section 3.1.8 for additional information on seismic applications.
Table 4 -Steel design strength for Hilti KWIK HUS-EZ I and KWIK HUS-EZ E anchors1•2
Nominal anchor Nominal internal Tensile3
I diameter thread diameter <1>N,.
in. in. lb (kN)
1/4-20 3,680
UNC (16.4) 1/4 3/8-16 3,680
UNC (16.4)
3/8 3/8-16 5,990
UNC (26.6)
1 See section 3.1 .8 to convert design strength value to ASD value.
2 Hilti KWIK HUS-EZ I anchors are to be considered brittle steel elements.
3 Tension <1>N,. = <1>A,._N t, .. as noted in ACI 318 Appendix D.
Shear'
<l>V,.
lb(kN)
815
(3.6)
790
(3.5)
1,130
(5.0)
4 Shear determined by static tests with (j> v,. < (j> 0.60 A,._v f, .. as noted in ACI 318 Appendix D.
Seismic shear"
<l>V,.
lb (kN)
365
(1.6)
670
(3.0)
1,130
(5.0)
5 Seismic shear values determined by seismic shear tests with <I> V,. s <I> 0.60 A,._v fut• as noted in ACI 318 Appendix D.
See Section 3.1 .8 for additional information on seismic applications.
I
338 Anchor Fastening Technical Guide Edition 19 I 3.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR
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Anchor Fastening Technical Guide, Edition 19
Table 5 -Load adjustment factors for 1/4-in. diameter Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in uncracked concrete1•2
Edge distance in shear
Spacing factor Edge distance Spacing factor II to and away Cone. thickness
1/4-in. KH-EZ in tension factor in tension in shear3 .L toward edge from edge factor in shear4
uncracked concrete !,,. / RN /AV / RV / RV /HV
Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2
hnom (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64)
1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a
2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a .2l 2-1/2 (64) 0.85 0.72 0.90 0.65 0,60 0.86 0.46 0.90 n/a n/a ~ (.) 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a C 0 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.88 n/a (.) ----~ 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a -. E .S.E 4 (102) 1.00 0.85 0.74 0.66 0.92 0.98 n/a
Ql-:-4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 (.) C C ·-4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 <ll ' -~ =se-5 (127) 0.93 0.80 0.70 0.89
Ql gi 5-1/2 (140) 0.98 0.83 0.72 0.93
Cl Ql 6 (152) 1.00 0.86 0.74 0.97 cJ C Q) .>< 7 (178) 0.92 0.78 1.00 -...... .2 ~.c ~-8 (203) 0.98 0.82
Cl 9 (229) 1.00 0.86 C ·u 10 (254) 0.89 <ll a. 11 (279) 0.93 en 12 (305) 0.97
14 (356) 1.00
Table 6 -Load adjustment factors for 1/4-in. diameter Hilti KWIK HUS-EZ I and KWI K HUS-EZ E in cracked concrete1•2
Edge distance in shear I
Spacing factor Edge distance Spacing factor II to and away Cone. thickness
1/4-in. KH-EZ in tension factor in tension in shear3 .L toward edge from edge factor in shear4
cracked concrete !,,. / RN / AV /RV /RV / HV
Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2
hnom (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64)
1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a
2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a
¥ 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a
3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a
0 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.89 n/a C 0 0 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a -------. E 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a ~E "' -: 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 0 C C ·-4-1/2 (114) 0.89 0.77 0.68 1.00 0.85 "' ~£ 5 (127) 0.93 0.80 0.70 0.89
a, ::l 5-1/2 (140) 0.98 0.83 0.72 0.93 Cl a, -0 C 6 (152) 1.00 0.86 0.74 0.98 a,~ ........... 2 7 (178) 0.92 0.78 1.00 -.c .!!l.-8 (203) 0.98 0.82 Cl C 9 (229) 1.00 0.86 ·u "' 10 (254) 0.90 a. (/) 11 (279) 0.94
12 (305) 0.98
14 (356) 1.00
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 PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17.
3 Spacing factor reduction in shear, f AV' assumes an influence of a nearby edge. If no edge exists, then f Av = f AN'
4 Concrete thickness reduction factor in shear, f""' assumes an influence of a nearby edge. If no edge exists, then f Hv = 1.0.
c::::J 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 section 3.3.6 to calculate permissable edge distance, spacing and concrete thickness combinations.
Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR 339
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Table 7 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in the soffit of uncracked lightweight concrete over metal deck1,z3•4•5•5
Installation in lower flute Installation in upper flute
Nominal Tension -q,Nn Shear -q,V" Tension -q,Nn Shear -q,Vn Nominal internal Nominal
anchor thread embed. V'c = 3,000 psi 'if'c = 4,000 psi f'c = 3,000 psi V'c = 4,000 psi f'c = 3,000 psi v·c = 4,000 psi ''c = 3,000 psi f'c = 4,000 psi
diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa)
in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
1-5/8 545 595 515 515 670 730 610 610
1/4-20 (41) (2.4) (2.6) (2.3) (2.3) (3.0) (3.2) (2.7) (2.7)
UNC 2-1/2 1,220 1,410 515 515 1,275 1,470 610 610
(64) (5.4) (6.3) (2.3) (2.3) (5.7) (6.5) (2.7) (2.7)
1/4
1-5/8 545 595 615 615 670 730 915 915
3/8-16 (41) (2.4) (2.6) (2.7) (2.7) (3.0) (3.2) (4.1) (4.1)
UNC 2-1/2 1,220 1,410 615 615 1,275 1,470 915 915
(64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (4.1) (4.1)
1/2-13 2-1/8 1,120 1,295 1,430 1,430 1,730 2,000 2,190 2,190
3/8
UNC (54) (5.0) (5.8) (6.4) (6.4) (7.7) (8.9) (9.7) (9.7)
Table 8 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in the soffit of cracked lightweight concrete over metal deck1•2•3·4·5·6·7·8
Installation in lower flute Installation in upper flute
Nominal Tension -q,N" Shear -q,V" Tension -q,Nn Shear -q,Vn Nominal internal Nominal
anchor thread embed. V'0 = 3,000 psi f'c = 4,000 psi /'0 = 3,000 psi f'c = 4,000 psi f 'c = 3,000 psi V'c = 4,ooo psi
diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa)
in. in. in.(mm) lb (kN) lb (kN) lb (kN) lb(kN) lb (kN) lb (kN)
1-5/8 280 305 610 610 330 360
1/4-20 (41) (1 .2) (1.4) (2.7) (2.7) (1.5) (1.6)
UNC 2-1/2 605 700 610 610 635 735
(64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3)
1/4
380 1-5/8 280 325 915 915 330
3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1 .7)
UNC 2-1/2 605 700 915 915 635 735
(64) (2.7) (3.1) (4.1) (4.1) (2.8) (3.3)
1/2-13 2-1/8 795 920 1,430 1,430 1,225 1,415
3/8 UNC (54) (3.5) (4.1) (6.4) (6.4) (5.4) (6.3)
1 See Section 3.1.8 to convert design strength value to ASD value.
2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h00m (nominal embedment).
4 Tabular values are lightweight concrete and no additional reduction factor is needed.
5 No additional reduction factors for spacing or edge distance need to be applied.
6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control.
f'c = 3,000 psi
(20.7 MPa)
lb (kN)
610
(2.7)
610
(2.7)
915
(4.1)
915
(4.1)
2,190
(9.7)
7 Tabular values are for static loads only. For seismic tenison loads, multiply cracked concrete tabular values in tension by ex"·"''= 0.75.
8 For seismic shear, an additional factor must be applied to the cracked concrete tabular values for seismic conditions:
1/4-in diameter by 1-5/8-in nominal embedment depth -ex,,,,.,, = 0.44
1/4-in diameter by 2-1/2-in nominal embedment depth -ex,, . = 0.85
See Section 3.1.8 for additional information on seismic apprr;ations.
f'c = 4,000 psi
(27.6 MPa)
lb (kN)
610
(2.7)
610
(2.7)
915
(4.1)
915
(4.1)
2,190
(9.7)
I
I
340 Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR
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Anchor Fastening Technical Guide, Edition 19
Figure 2 -Installation of Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in soffit of concrete
over steel deck floor and roof assemblies
1 Min.3/4"
I
Min. 3-7/8" Locho,
1-
Min. 4-1/2"
(typical)
Flute edge
\_ Minimum
20 gauge
\_ steel deck
Lower
flute (typica~
Min. 1-1/4" --Min. 12" (typical) (ridge)
Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum concrete cover above the drilled hole is
satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset m
distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge
distance is also satisfied.
DESIGN INFORMATION IN CONCRETE PER CSA A23.3
Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and
assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the
Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services
ESR-3027. These tables are followed by factored resistance tables. The factored resistance tables have characteristic design
loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge
distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17
design section are applicable to Limit State Design and the tables will reference these figures.
For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical
assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.com.
Table 9 -Steel resistance for Hilti KWIK HUS-EZ I and KWIK HUS-EZ E
carbon steel screw anchor1•2
Nominal Internal Seismic
anchor thread Tensile3 Shear' shear"
diameter diameter N.., v.., V ...-.eq
in. (UNG) lb (kN) lb (kN) lb (kN)
3,370 750 335 1/4 1/4-20 (15.0) (3.3) (1 .5)
3,370 725 620 1/4 3/8-16 (15.0) (3.2) (2.8)
3/8 1/2-13 5,515 1,040 1,040
(24.5) (4.6) (4.6)
See Section 3.1.8 of Hilti Product Technical Guide Ed 17 to convert factored resistance value to ASD value.
2 Hilti KWIK HUS-EZ I carbon steel screw anchors are to be considered brittle steel elements.
3 Tensile N.., = AH,N <I>, f0,. R as noted in CSA A23.3-14 Annex D.
4 Shear determined by static shear tests with V.., < 0.6 A,.,v <I>, fut, R as noted in CSA A23.3-14 Annex D.
5 Seismic shear values determined by seismic shear tests with V ....... :s 0.60 A.,,v <1>, fut, R as noted in CSA A23.3-14 Annex D.
See Section 3.1.8 of Hilti Product Technical Guide Ed17 for additional information on seismic applications.
Anchor Fastening Technical Guide Edition 19 I 3.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR 341
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Table 10 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E design information in accordance with CSA A23.3-14 Annex D1 l♦I
Design parameter Symbol Units Nominal anchor diameter Ref
1/4 3/8 A23.3-14
AnchorO.D. d. in. 0.25 0.375
(mm) (6.4) (9.5)
Effective embedment2 h.,
in. 1.18 1.92 1.54
(mm) (30) (49) (39)
Minimum nominal embedment2 h in. 1-5/8 2-1/2 2 1/8
nom (mm) (41) (64) (54)
Minimum concrete thickness in. 3-1 /4 4-1/8 3 5/8
hmin (mm) (83) (105) (92)
Critical edge distance in. 2.00 2.78 2.75
c.c (mm) (51) (71) (70)
Minimum spacing at critical edge distance in. 1.5 2.25
5min,cac (mm) (38) (57)
Minimum edge distance in. 1.50 1.5
Cmln (mm) (38) (38)
Minimum anchor spacing at minimum edge distance for s > in. 3.0 3
(mm) (76) (76)
Mininimum hole depth in concrete in. 2 2-7/8 2 3/8 ho (mm) (51) (73) (60)
Minimum specified ultimate strength futa
psi 125,000 106,975
(N/mm2) (862) (826)
Effective tensile stress area A •• ,N
in2 0.045 0.086
(mm2) (29.0) (55.5)
Steel embed. material resistance factor for reinforcement q> -0.85 8.4.3
Resistance modification factor for tension, steel failure modes3 R -0.70 D.5.3
Resistance modification factor for shear, steel failure modes3 R -0.65 D.5.3
Factored steel resistance in tension N .. , lb 3,370 5,475 D.6.1.2 (kN) (15.0) (24.4)
Factored steel resistance in shear lb 750 N/A D.7.1 .2
1/4-20 UNG v.., (kN) (3.3)
internal thread lb 335 Factored steel resistance in shear, seismic V N/A sar,eq (kN) (1 .5)
Factored steel resistance in shear v.., lb 725 N/A D.7.1.2
3/8-16 UNG (kN) (3.2)
internal thread lb 620 Factored steel resistance in shear, seismic V N/A sar,eq (kN) (2.8)
Factored steel resistance in shear V lb 1040
sar (4.6) 1/2-13 UNG (kN) N/A internal thread lb 1040 Factored steel resistance in shear, seismic V sa,-,eq (kN) (4.6)
Coeff. for factored cone. breakout resistance, uncracked concrete kr.unr.r -10 D.6.2.2
Coeff. for factored cone. breakout resistance, cracked concrete kC.C, -7 D.6.2.2
Modification factor for anchor resistance, tension, uncracked cone.• ljl,N -1.0 D.6.2.6
Anchor category --3 1 1 D.5.3 (c)
Concrete material resistance factor q>c -0.65 8.4.2
Resistance modification factor for tension and shear, concrete failure R -0.75 1.00 1.00 0.5.3 (c) modes, Condition 85
Factored pullout resistance in 20 MPa uncracked concretes N lb 665 1,645 N/A D.6.3.2 pr,uncr (kN) (3.0) (7.3)
Factored pullout resistance in 20 MPa cracked concretes N lb 340 815 N/A D.6.3.2 pr,cr (kN) (1 .5) (3.6)
Factored seismic pullout resistance in 20 MPa cracked concretes lb 275 815 N/A D.6.3.2 N (1 .2) (3.6) p<,eq (kN)
Design information in this table is taken from ICC-ES ESR-3027, dated June, 2018, tables 6, 7, and 8, and converted for use with CSA A23.3-14 Annex D.
2 See figure 1 of this section.
3 The KWIK HUS-EZ I is considered a brittle steel element as defined by CSA A23.3-14 Annex D section D.2.
4 For all design cases, ljJ,.N = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (kc.) or uncracked concrete (kc.,..) must be used.
5 For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in confomnance with CSA A23.3-14
section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the
resistance modification factors associated with Condition A may be used.
6 For all design cases, ljJ,.e = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESR-3027 for additional infomnation.
342 Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR
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Anchor Fastening Technical Guide, Edition 19
Table 11 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E carbon steel screw anchor factored resistance
with concrete/pullout failure in uncracked concrete1•2•3•4•5
Tension -N, Shear -V,
f'.-20 f'. • 25 f'. • 30 f'. • 40 f'. •20 f'. = 25
Nominal Strength Concrete Pullout MPa MPa MPa MPa MPa
anchor Effective Nominal Effec-Reduction material Strength (2,900 (3,625 (4,350 (5,800 (2,900
diameter embed. embed. tiveness Factor resistance (2500 psi psi) psi) psi) psn psi)
in. in. (mm) in.(mm) Factor Tension factor concrete) lb (kN) lb(kN) lb (kN) lb (kN) lb (kN)
1.18 1-5/8 1305 665 710 750 820 805
10 0.75 0.65
(30) (41) (5.8) (3.0) (3.2) (3.3) (3.6) (3.6) 1/4 1.92 2-1/2 2350 1,645 1,840 2,015 2,325 2,225
10 1 0.65 (49) (64) (10.5) (7.3) (8.2) (9.0) (10.3) (9.9)
1.54 2-1/8 1,595 1,785 1,955 2,260 1,595
3/8 10 1 0.65 N/A (39) (54) (7.1) (7.9) (8.7) (10.0) (7.1)
Table 12 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E carbon steel screw anchor factored resistance
with concrete/pullout failure in cracked concrete1·2•3•4·5
MPa
(3,625
pSij
lb (kN)
900
(4.0)
2,490
(11 .1)
1,785
(7.9)
/'0 = 30
MPa
(4,350
psi)
lb (kN)
985
(4.4)
2,725
(12.1)
1,955
(8.7)
Tension -N, Shear -V,
f'. = 20 f'. = 25 f'. =30 f'. = 40 f'. = 20 f'. = 25 f'. =30
Nominal Strength Concrete Pullout MPa MPa MPa MPa MPa MPa MPa
anchor Effective Nominal Effec-Reduction material Strength (2,900 (3,625 (4,350 (5,800 (2,900 (3,625 (4,350
diameter embed. embed. tiveness Factor resistance (2500 psi psi) pSij psi) psi) psi) psi) psi)
in. in.(mm) in. (mm) Factor Tension factor concrete) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb(kN)
d. in h., hnom kc, R ¢,c N 20 25 30 40 20 25 30 p,uncr (mm) (mm) (mm) (N/mm')
1.18 1-5/8 665 340 360 385 415 565 630 690
7 0.75 0.65
1/4 (30) (41) (3.0) (1.5) (1.6) (1 .7) (1.9) (2.5) (2.8) (3.1)
1.92 2-1/2 1165 815 910 1,000 1,155 1,800 1,740 1,910
7 1 0.65
(49) (64) (5.2) (3.6) (4.1) (4.4) (5.1) (8.0) (7.7) (8.5)
1.54 2-1/8 1,120 1,250 1,370 1,580 1,120 1,250 1,370
3/8 7 1 0.65 N/A (39) (54) (5.0) (5.6) (6.1) (7.0) (5.0) (5.6) (6.1)
1 See section 3.1 .8 to convert design strength value to ASD value.
2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
3 Apply spacing, edge distance, and concrete thickness factors in tables 5 to 6 as necessary. Compare to the steel values in table 9.
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 >-. as follows:
for sand-lightweight, >-. = 0.68; for all-lightweight, >-. = 0.60
l+I
f'. = 40
MPa
(5,800
pSij
lb (kN)
1,135
(5.1)
3,145
(14.0)
2,260
(10.0)
l+I
f'. = 40
MPa
(5,800
psi)
lb (kN)
40
795
(3.5)
2,205
(9.8)
1,580
(7.0)
5 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 by the following reduction factors:
1/4-in diameter by 1-5/8-in nominal embedment depth -aN,se,, = 0.60
1/4-in diameter by 2-1/2-in nominal embedment depth -aN . = 0.75.
No reduction needed for seismic shear. See section 3.1 .8 fo;•~dditional information on seismic applications.
Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR 343
Hilti, Inc. (U.S.) 1-800-879-8000 I en espaiiol 1-800-879-5000 I www.hilti.com I Hilti (Canada) Corporation I www.hilti.com 11-800-363-4458
Table 13 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in the soffit of uncracked lightweight concrete
over metal deck1•2•3•4•5•6•7
Installation in lower flute Installation in upper flute
Nominal
Nominal internal Nominal Tension -N, Shear -V, Tension -N, Shear -V,
anchor thread embed. f' = 20 MPa C f'0 = 30 MPa f'0 = 20 MPa f'0 = 30 MPa f'0 = 20 MPa /10 = 30 MPa
diameter diameter depth (2,900 psQ (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi)
in. in. in.(mm) kN kN kN kN kN kN
1-5/8 585 660 720 810
1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6)
1/4 UNC 2-1/2 1,200 1,470 (2.1) (2.1) 1,255 1,535
(64) (5.3) (6.5) (5.6) (6.8)
1-5/8 585 660 720 810
3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6)
1/4 UNC 2-1/2 1,200 1,470 (2.5) (2.5) 1,255 1,535
(64) (5.3) (6.5) (5.6) (6.8)
1/2-13 2-1/8 1,100 1,345 1,315 1,315 1,700 2,080
3/8 UNC (54) (4.9) (6.0) (5.8) (5.8) (7.6) (9.3)
Table 14 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in the soffit of cracked lightweight concrete
over metal deck1•2·3•4•5•6•7•8
f'0 = 20 MPa /'0 = 30 MPa
(2,900 psi) (4,350 psi)
kN kN
560 560
(2.5) (2.5)
845 845
(3.8) (3.8)
2,015 2,015
(9.0) (9.0)
Installation in lower flute Installation in upper flute
Nominal Tension -N, Shear -V, Tension -N, Nominal internal Nominal
anchor thread embed. /'0 = 20 MPa f'c = 30 MPa f'c = 20 MPa f'c = 30 MPa f'0 = 20 MPa
diameter diameter depth (2,900 psQ (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi)
in. in. in. (mm) kN kN kN kN kN
1-5/8 300 340 365
1/4-20 (41) (1 .3) (1.5) 475 475 (1 .6)
1/4 UNC 2-1/2 595 730 (2.1) (2.1) 625
(64) (2.6) (3.2) (2.8)
1-5/8 300 340 365
3/8-16 (41) (1.3) (1 .5) 565 565 (1 .6) 1/4 UNC 2-1/2 595 730 (2.5) (2.5) 625
(64) (2.6) (3.2) (2.8)
1/2-13 2-1/8 780 955 1,440 1,440 1,305
3/8 UNC (54) (3.5) (4.2) (6.4) (6.4) (5.8)
1 See Section 3.1.8 to convert design strength value to ASD value.
2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 6 3/8 inches.
4 Tabular value is for lightweight concrete and no additional reduction factor is needed.
5 No additional reduction factors for spacing or edge distance need to be applied.
6 Comparison of the tabular values to the steel strength is not necessary. Tabular values control.
7 Tabular values are for static loads only. For seismic conditions a" ... ~ = 0. 75
/'0 = 30 MPa
(4,350 psi)
kN
415
(1.8)
765
(3.4)
415
(1.8)
765
(3.4)
1,595
(7.1)
Shear -V,
f'0 = 20 MPa /'0 = 30 MPa
(2,900 psi) (4,350 psi)
kN kN
560 560
(2.5) (2.5)
845 845
(3.8) (3.8)
2,210 2,210
(9.8) (9.8)
8 For seismic shear, an additional factor must be applied to the cracked concrete tabular values for seismic conditions: a . , = 0.85
See Section 3.1.8 for additional information on seismic applications. , ... $
ALLOWABLE STRESS DESIGN FOR FM SPRINKLER SYSTEMS
Table 15 -Hilti KWIK HUS-EZ I and KWIK HUS-EZ E tested load values for FM approval for automatic sprinkler systems1
I Anchor diamenter Nominal embedment FM tension test load FM maximum pipe diameter
in. Hanger rod size in. lb. in.
1/4 3/8-16 UNC 1-5/8
2-1/2
1,475 4
3/8 1/2-13 UNC 2-1/8 3,800 8
1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951 , 1952 and 1953.
I
344 Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS 13.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR
Hilti, Inc. (U.S.) 1-800-879-8000 I en espaiiol 1-800-879-5000 I www.hilti.com I Hilti (Canada) Corporation I www.hilti.com 11-800-363-4458
. BEAM CLAMPS
Fig. 92 (Formerly Afcon Fig. 100) Universal C-type Clamp (Standard Throat)
Size Range: 3/s" and 1/z"
Material: Ductile iron, hardened steel cup point set screw and locknut.
Finish:0 Plain orD Zinc Plated (Hot-Dip Galvanized optional)
Service: Recommended for use under roof installations with bar joist type construction,
or for attachment to the top or bottom flange of structural shapes where the
vertical hanger rod is required to be offset from the edge of the flange and where
the thickness of joist or flange does not exceed 3 //.
Approvals: Complies with Federal Specification A-A-1192A (Type 19 & 23)
WW-H-171-E {Type 23), ANSI/MSS SP-69 and MSS SP-58 (Type 19 & 23).
UL, ULC Listed and FM Approved.
How to size: Size of clamp is determined by size of rod to be used.
Installation: Follow recommended set screw torque values per MSS-SP-69.
Features:
• They may be attached to horizontal flanges of structural members in either the top beam or
bottom beam positions.
• Secured in place by a cup-pointed Set Screw tightened against the flange.
A Jam Nut is provided for tightening the Set Screw against the Body Casting.
• Thru tapping of the body casting permits extended adjustment of the threaded rod.
• Can be used with Fig 89X retaining clip for seismic applications.
Ordering: Specify rod size, figure number, name of clamp and finish.
1·-
c@us
LISTED
<8>
APPROVED
FIG. 92: DIMENSIONS (IN) • LOAD {LBS} • TORQUE {IN-LBS) • WEIGHT (LBS)
Rod Size Set Screw Torque Max Loads ■ Weight C D E F G H A Size Value Top Bottom
¾ ¾ 60 500 250 0.34 15/is 1% % 13fi6 ¾ ½
½ ½ 125 950 760 0.63 1¾ 111/is ½ 11/,s 7/is 2½2
■ Maximum temperature of 450° F
PROJECT INFORMATION APPROVAL STAMP
Project: □Approved
Address: □Approved as noted
Contractor: D Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
PH-1.18
·A Fcon® SEISMIC RESTRAINTS ~ 4NVIL:
~INTlltO.NATIONAI
Fig. AF09QR {Formerly Afcon Fig. 162) Retrofit Restraining Strap
Size Range: 3 /s" and 1/i" Threaded Rod
Material: Carbon Steel
Finish: Pre-Galvanized per ASTM A653
Service: Secures beam clamps to the beam where building
movement is expected due to seismic activity. NFPA 13 requires the
use of restraining straps in seismic areas. For use with Anvil Fig. 86,
88, 92, 93, and 95 beam clamps.
Approvals: cULus Listed. Complies with the hanging and bracing requirements listed in NFPA 13.
Features:
• Universal hook allows for installation on 3 / a" and 1/i" rod.
• Unique hook design allows for easy installation on existing piping systems.
Installation Instructions:
• Install beam clamp per manufacturer's installation instructions.
• Hook the end of the retrofit restraining strap around the rod or beam clamp set screw.
c@us
LISTED
• Pull tight and wrap the opposite end of the retrofit restraining strap around the beam flange. At least l" must wrap around
the beam. For best performance, ensure the retrofit restraining strap is tight against the beam.
• For rod which extends less than l" past the retrofit restraining strap, a nut must be installed to secure the retrofit restraining
strap to the beam clamp and rod.
• Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes.
Patent: No. 5,897,088
Ordering: Specify size, length, figure number and description.
½" Rod r:[=I ====L__:__:~715---+ 3
/s' Rod
FIG. AF090R: DIMENSIONS {IN}
L w T
Length Width Thickness
6
8 1 15 ga. 10
12
Notes: Anvil International® brand bracing components are designed to be
compatible ONLY with other Anvil International" brand bracing components,
resulting in a Listed seismic bracing assembly. Updated UL listing information
may be viewed at www.ul.com
Disclaimer: Anvil International ("Anvil") does not provide any warranties and
specifically disclaims any liability whatsoever with respect to Anvil bracing
products and components that are used in combination with products, parts or
systems not manufactured or sold by Anvil. In no event shall Anvil be liable for
any incidental. direct, consequential, special or indirect damages or lost profits
where non-Anvil bracing components have been, or are used.
PROJECT INFORMATION
Project:
Address:
Contractor:
Engineer:
Submittal Date:
Notes 1:
Notes 2:
PH-1.18
1"Min.L
APPROVAL STAMP
□Approved
□Approved as noted
D Not approved
Remarks:
.RING HANGERS
Fig. 6 9 (Formerly Afcon Fig. 300) Adjustable Swivel Ring, Tapped Per NFPA Standards
Size Range: 1/i" through 8"
Material: Carbon steel
Finish: Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated.
Service: Recommended for suspension of non-insulated stationary pipe line.
Maximum Temperature: 450' F
Approvals: Complies with Federal Specification A-A-1192A (Type 10), WW-H-171-E (Type 10},
and ANSI/MSS SP-58 (Type 10}. UL Listed and FM Approved (Sizes 3 // -8"}.
Features:
• 1/i" -2" sizes designed for use with steel and CPVC piping and manufactured with
FBC System Compatible oil.
• Threads are countersunk so that they cannot become burred or damaged.
• Knurled swivel nut provides vertical adjustment after piping is in place.
• Captured swivel nut in the 1/i" through 6" sizes. The capture is permanent in the bottom
portion of the band, allowing the hanger to be opened during installation if desired, but
not allowing the nut to fall completely out.
Ordering: Specify size, figure number and name.
Non-captured nut also available upon request.
jAj
1/," through 1" pipe 11// through 2" pipe
-.. -A
~
F C B
G
21/," through 8" pipe
FIG. 69: DIMENSIONS (IN} • LOADS (LBS) • WEIGHT (LBS}
Pipe Size Max Load Weight Rod Size B C F G
A Width
½ 0.10 27/a 2 1%
¾ 0.10 2¾ 17/s 13/,6
1 300 0.10 2% 111/,6 1 51s 1¼ 0.10 2¾ 1¾
1½ 0.10 ¾ 2¾ 17/s 71a
2 0.11 3¼ 2¾ 1¼
2½ 525 0.20 4 2¾ 13/is
3 0.20 313/,s 211/is 1%
4 650 0.30 411/,6 313/,s 1% ¾ 5 0.54 55/,6 4¾
6 1,000 0.65 ½ 611/,6 5% 2¼
8 1.00 8% 7% 3¼
PROJECT INFORMATION
Project: □Approved
1/," through 2" Size
Rounded Edge Design
c@us <§>
LISTED APPROVED
21/," through 8" Size
APPROVAL STAMP
Address: D Approved as noted
Contractor: 0 Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
PH-1.18
·AFcon® SEISMIC RESTRAINTS ~ A.NVIC
~I ... TaUWATOO .... AO.
Fig. AF310 (Formerly Afcon Fig. 310) Surge Restrainer
Size Range: l" thru 2" Figure 69, Swivel Ring Hanger
Material: Carbon steel
Finish: Pre-Galvanized per ASTM A653
Restrainer Service: Prevents vertical movement of horizontal sprinkler piping from thrust loads due to
sprinkler activation. The surge restrainer is intended to be installed with Anvil's Figure 69 Swivel Ring Hanger.
Restraint Service: May be installed as part of a branch line seismic restraint assembly per the requirements
of NFPA 13. The surge restrainer is intended to be installed with Anvil's Figure 69 Swivel Ring Hanger.
Approvals: cULus Listed (UL 203 and UL 203a). Complies with the hanging and restraint requirements
listed in NFPA 13.
Features:
• One universal size accommodates Fig. 69 sizes l" through 2''.
• Simple design allows for quick installation on existing sprinkler systems.
Installation Instructions:
• Snap surge restrainer onto the Fig. 69 knurl nut.
• The gap between the surge restrainer and service pipe shall not exceed 1/s''.
• Fire Protection applications shall also be installed per the requirements of NFPA 13.
Ordering: Specify figure number and description.
3/s'' Rod
Fig. AF310
Fig. 69
Fig. 69 Knurl Nut
FIG. AF310:
LOADS (LBS) • DIMENSIONS (IN} • WEIGHT (LBS}
Service Rod UL Max Seismic Restraint Load Approx.
Pipe Size Size (UL 203a) Weight/100
1 thru 2 3/s 300 4
PROJECT INFORMATION
Project:
Address:
Contractor:
Engineer:
Submittal Date:
Notes 1:
Notes 2:
PH-1 .18
Surge Restraint
Assembly
rj! ~ ri=t~ ,, ,,
Seismic Restraint
Assembly
Notes: Anvil International"' brand bracing components are designed to be
compatible ONLY with other Anvil International" brand bracing components,
resulting in a Listed seismic bracing assembly. Updated UL listing information
may be viewed at www.ul.com
Disclaimer: Anvil International ("Anvil") does not provide any warranties and
specifically disclaims any liability whatsoever with respect to Anvil bracing
products and components that are used in combination with products, parts
or systems not manufactured or sold by Anvil. In no event shall Anvil be liable
for any incidental, direct, consequential, special or indirect damages or lost
profits where non-Anvil bracing components have been, or are used.
APPROVAL STAMP
□Approved
D Approved as noted
D Not approved
Remarks: