HomeMy WebLinkAboutPRODUCT DATA - HANGING MATERIAL ANVIL EAR - 18-00176 - 220 S 2nd W - Arbor Cove - Bldg (C) #2 - 32 Units - New Dormitory HousingPROJECT INFORMATION APPROVAL STAMP
Project:q Approved
Address:q Approved as noted
Contractor:q Not approved
Engineer:Remarks:
Submittal Date:
Notes 1:
Notes 2:
SEISMIC BRACES
PH-1.18
Fig. AF075 (Formerly Afcon Fig. 075) Sway Brace Swivel Attachment
Size Range: Brace Pipe: 1" through 2" Sch. 40; Anchor Size: 1/2"
Material: Ductile Iron Cast Hoop End with Carbon Steel Baseplate and Hardware
Finish: q Plain or q Electro-Galvanized per ASTM B633
Service: A seismic swivel attachment designed to connect brace pipe to the building
structure or to a seismic structural attachment. The Sway Brace Swivel Attachment rigidly
braces piping systems subjected to horizontal seismic loads.
Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950-13). Complies
with the hanging and bracing requirements listed in NFPA 13.
Features:
• Large installation hole in the cast hoop end allows the brace pipe to pass through
easily without interference.
• Field adjustable design requires no threading of the brace pipe
• The set screw design provides a visual indication that the desired torque value has
been achieved
Installation Instructions:
• Insert anchor through the mounting hole and into the structure or seismic structural attachment.
• For connection to Fig. AF085, AF086, AF087, and AF779 seismic structural attachments, the bolt and nuts shall be installed
wrench tight (typically finger tight plus 1/4 to 1/2 turns).
• For connection to concrete, wood, timber, steel, and other structures, install fasteners per the fastener manufacturer’s
installation instructions.
• Insert Sch. 40 brace pipe into the cast hoop end. The brace pipe should extend a minimum of 0.50" past the back of the
cast hoop end.
• Torque set screw until the head bottoms out on the cast hoop end.
• Check the cross bolt and nut and ensure the nut is wrench tight.
• Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes.
Ordering: Specify brace pipe, figure number, finish and description.
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 and updated FM approval information may be viewed at www.approvalguide.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.
SeisBrace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com
SEISMIC BRACES
FIG. AF075: DIMENSIONS (IN) • WEIGHT (LBS)
Fastener Size Brace Size A B C D E L W Weight
1⁄2
1
1.00 1.83 1.25 1.38 15⁄16 25⁄16 21⁄8
1.70
11⁄4 1.80
11⁄2 1.90
2 2.04
W
Set Screw C FastenerHole
L
E
D
AB Set Screw Installation
Fig. AF075 (Formerly Afcon Fig. 075) Sway Brace Swivel Attachment (cont.)
FIG. AF075 cULus MAX SEISMIC HORIZONTAL LOADS:
DIMENSIONS (IN) • LOADS (LBS)
Brace Pipe Size Fastener
Size
Max Seismic
Brace Load
Max Service
Pipe Size
1 - 2 1/2 2015 8
FIG. AF075 FM MAX SEISMIC HORIZONTAL ASD LOADS**:
DIMENSIONS (IN) • LOADS (LBS)
BracePipe Size FastenerSize
Max Seismic Brace Load at Brace Pipe Angle*
30-44 45-59 60-74 75-90
1 - 2 1/2 1410 2000 2450 2740
* Brace Pipe Angles are determined from vertical.
**The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress
Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will
need to be multiplied by 1.5.
FIG. AF075 HORIZONTAL PRYING FACTORS (Pr) PER NFPA: ANGLES (DEG)
Brace 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
Prying Factor (Pr)3.724 2.150 1.375 2.150 2.150 2.250 2.750 1.945 1.588
* Brace Orientation per NFPA 13-2016 Figure 9.3.5.12.1.
** Brace Pipe Angles are determined from vertical.
0.50" Min.
PH-1.18