HomeMy WebLinkAboutANVIL SWIVEL ATTACHMENT - 23-00006 - Hibbard Elemenatry - Fire SprinklerPROJECT INFORMATION APPROVAL STAMP
Project: Approved
Address: Approved as noted
Contractor: Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
SS-05.21 page 1 SS-SUB-AF700-v02 20220408
AFCON® Seismic Braces
Material Specifications
Size Range
Brace Member: See Table
Anchors: ½"- ¾" (M12—M18)
Material
Ductile Iron with Carbon Steel Hardware
Finish
Plain
Electro-Galvanized per ASTM B633
Service
A seismic swivel attachment designed to connect
a brace member to the building structure or to a
seismic structural attachment. The AF700 rigidly
braces piping systems subjected to horizontal
and vertical seismic loads.
Approvals
cULus Listed (ANSI/UL 203a) ), FM Approved (FM
1950-13), & FM Tested (FM 1950-16). FM Tested
(ANSI/FM 1950-16). Complies with NFPA 13, ASCE
7, IBC, & MSS SP-127 bracing requirements.
Features
• The set screw provides a visual indication that
proper installation has been achieved
• Eliminates brace member eccentricity by
concentrically loading 1" and 1 ¼" brace pipes
Ordering
Specify figure number, fastener size, finish and
description.D
L
X Y B
A C
FIG. AF700 Dimensions and Weight
A B C D L X Y Weight
In./mm In./mm In./mm In./mm In./mm In./mm In./mm lbs/kgs
1.40
35.56
1.983
50.37
1.400
35.56
1.280
32.51
6.40
162.6
2.80
71.1
1.91
48.5
2.25
1.02
Disclaimer:
ASC Engineered Solutions does not provide any warranties
and specifically disclaims any liability whatsoever with
respect to ASC bracing products and components that are
used in combination with products, parts or systems not
manufactured or sold by ASC. In no event shall ASC be liable
for any incidental, direct, consequential, special or indirect
damages or lost profits where non-ASC bracing components
have been, or are used.
Seis Brace® Seismic Fire Protection Design Tool may be
accessed at www.seisbrace.com
Notes:
ASC Engineered Solutions™ brand bracing components are designed to be compatible ONLY with other
ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly.
Updated UL listing information may be viewed at www.ul.com and updated FM approval information
may be viewed at www.approvalguide.com.
Universal Swivel Attachment
Fig. AF700
asc-es.com
AFCON® Seismic Braces
SS-05.21 page 2 SS-SUB-AF700-v02 20220408
FIG. AF700 cULus Listing per ANSI/UL 203a (ASD)
Brace Member Fastener Size Horizontal Load Rating at Brace Angle
30°- 44°45°- 59°60°- 90°Listed
1" – 2"
Sch 40 Pipe
(DN25 – DN50)
½"- ¾"
(M12-M18)
942 lbf
(4.19 kN)
1333 lbf
(5.93 kN)
1632 lbf
(7.26 kN)
1885 lbf
(8.38 kN)
1) Load ratings may apply to NPFA 13 fastener orientations A, B, C, D, E, F, G, H, or I.
2) Brace Angles are determined from Vertical.
3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3.
4) See table below for listed brace members.
5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3.
FIG. AF700 FM Approved (Listing) per FM 1950-13 (ASD)
Brace Member Fastener Size Horizontal Load Rating at Brace Angle
30°-44°45°-59°60°-74°74°-90°
1" – 2"
Sch 40 Pipe
(DN25 – DN50)
½"- ¾"
(M12-M18)
1780 lbf
(7.92 kN)
2510 lbf
(11.17 kN)
3080 lbf
(13.70 kN)
3440 lbf
(15.30 kN)
1) Load ratings may apply to NPFA 13 fastener orientations A, B, C, D, E, F, G, H, or I.
2) Brace Angles are determined from Vertical.
3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3.
4) See table below for listed brace members.
5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings
above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68.
6) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5.
FIG. AF700 FM Listed, Approved & Tested Brace Members
Brace Member Brace Size Standard (or Equivalent)UL FM
Sch. 40 NPS Pipe 1", 1¼", 1½", 2"ASTM A53, A106,A135, or A795
Sch. 40 Metric Pipe DN25
DN32
DN40
DN50
KS S 3562
EN10255H
Metric Pipe GB/T 3091
JIS G3454
FIG AF700 Horizontal Prying Factors (Pr) Per NFPA 13: Angles (Deg)
Fastener Orientation A B C D E F G H I
Brace Angle 30°-44°45°-59°60°-90°30°-44°45°-59°60°-90°30°-44°45°-59°60°-90°
AF700 2.55 1.09 0.91 1.41 1.45 2.00 1.83 1.29 1.06
AF700 w/ Metal Deck1 2.55 1.09 1.14 ––––––
AF700 w/ Metal Deck2 2.75 1.11 1.14 ––––––
1) Prying factors reflect the baseplate “B” dimension overhanging the edge of the metal deck. Used for DeWalt
anchor loads.
2) Prying factors reflect the baseplate “A” or “B” dimension overhanging the edge of the metal deck. Used for
NFPA & Hilti anchor loads.
3) Prying Factors calculated in accordance with NFPA 13-2019 Section A.18.5.12.2.
NFPA 13 Orientations G, H, or I
NFPA 13 Orientations D, E, or F
NFPA 13 Orientations A, B, or C
Universal Swivel Attachment
Fig. AF700
asc-es.com
SS-05.21 page 3 SS-SUB-AF700-v02 20220408
AFCON® Seismic Braces
Method 1 – Connection to Brace Member First
1 Slide the brace member over the lower jaw until it contacts the back wall.
2 Hand tighten the set screw until it contacts the brace member. Continue to torque the set
screw until the head breaks off.
3 Rotate the brace assembly up to the fastener or the related seismic structural attachment
and connect through the mounting hole.
4 Tighten per the fastener or structural attachment specifications.
5 Ensure the brace angle is within the range specified.
Notes: The cross bolt should be hand tight. For visual inspection, at least one thread should be exposed.
Method 2 – Connection to Structure First
1 Connect the AF700 to the fastener or the related seismic structural attachment.
2 Tighten per the fastener or structural attachment specifications.
3 Slide the brace member over the lower jaw until it contacts the back wall.
4 Hand tighten the set screw until it contacts the brace member. Continue to torque the
set screw until the head breaks off.
5 Rotate the brace member until the brace angle is within the specified range.
Notes: The cross bolt should be hand tight. For visual inspection, at least one thread should be exposed..
Structural Attachments, Anchors, & Fasteners Listed, Approved, & Tested with the AF700
Structural Attachment Structure
AF085 Steel Joist (Top Chord)
AF086 Horizontal Steel Flange (I-Beam Bottom Flange)
AF772 Horizontal Steel Flange (I-Beam Bottom Flange)
AF778 Horizontal Steel Flange (I-Beam Top or Bottom Flange)C-Channel (Top or Bottom Flange)Vertical Flange of a Joist (Top Chord)
AF779 All Structures with the ApplicableApproved Anchor or Fastener
DeWaltPower-Stud®+ SD1 Cracked ConcreteCracked Concrete Filled Metal Deck
DeWaltPower-Stud®+ SD2 Cracked ConcreteCracked Concrete Filled Metal Deck
DeWaltWood-Knocker®II+Cracked Concrete
DeWalt Bang-It®+Cracked Concrete Filled Metal Deck
DeWalt DDI+™Cracked Concrete Filled Metal Deck
Anchors & FastenersPer NFPA 13
Cracked ConcreteCracked Concrete Filled Metal DeckSteelWoodSaw Lumber or Glue-Laminated Timbers
Universal Swivel Attachment
Fig. AF700