HomeMy WebLinkAboutPRODUCT DATA - HANGING MATERIAL ANVIL CLAMP - 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
Typical Assembly
(Brace Pipe Below Service Pipe)
Fig. AF001
Q Brace Clamp
1" or 11/4"Sch. 40 Brace Pipe
Channel Bracket(shown outside service pipe)
Indicator Clip
Rod End
2" Min.
Fig. AF001 (Formerly Anvil Fig. 770 & Afcon Fig. 001/020) Q Brace Clamp
Size Range: Service Pipe: 1" through 6", Brace Pipe: 1" or 11/4" Sch. 40
Material: Carbon steel
Finish: q Plain or q Electro-Galvanized per ASTM B633
Service: Designed to rigidly brace and restrain piping systems subjected to lateral seismic
loads. May also be installed to brace piping systems subjected to vertical seismic loads. For
vertical load capacities, reference OSHPD OPM-0351-13.
Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950-13). OSHPD
Pre-Approved (OPM-0351-13 and OPA-2804-10). Complies with the hanging and bracing
requirements listed in NFPA 13.
Features:
• Field adjustable design requires no threading of the brace pipe
• Indicator clip provides a visual indication that the desired torque value has been achieved
Installation Instructions:
• Place the 3/8" diameter threaded rod hoop over the service pipe and slide the Sch. 40
brace pipe through the open ends of the threaded rod hoop. The end of the brace pipe
must extend at least 2" past the channel bracket.
• Note: The brace pipe may be installed above or below the service pipe.
• Ensure brace pipe is set to the desired installation brace angle.
• Torque hex nuts alternately and equally to the listed torque. Ensure the indicator clip is
completely flattened and the brace pipe is tight against the service pipe.
• For riser/4-way brace installations, two Q Brace clamps must be installed within 6" of
each other.
• Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes.
Ordering: Specify service pipe size, brace pipe size, figure number, finish and description.
OPM-0351-13
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
PH-1.18
Max. 6"
Fig. AF001 (Formerly Anvil Fig. 770 & Afcon Fig. 001/020) Q Brace Clamp (cont.)
Plain View
Riser/4-Way Brace Assembly
Elevated View
FIG. AF001 cULus MAX SEISMIC LATERAL LOADS:
DIMENSIONS (IN) • LOADS (LBS)
ServicePipe Size BracePipe Size
Max Seismic Brace Load Max Seismic Restraint LoadSchedule 10 Schedule 40
1
1 - 11/4
–
1000 100011/4 - 2 100021/2 - 4
–5 1 1600 160061 - 11/4
FIG. AF001 FM MAX SEISMIC LATERAL ASD LOADS***:
DIMENSIONS (IN) • LOADS (LBS) • ANGLES (DEGREES)
ServicePipe Size BracePipe Size PipeSchedule
Max Seismic Brace Load at Brace Pipe Angle**
30 - 44 45 - 59 60 - 74 75 - 90
1 - 3 1 - 11/4
LW*250 360 440 500
Schedule 10 570 810 1000 1100Schedule 40
4 - 5 1 - 11/4
LW*410 590 720 800
Schedule 10 760 1070 1320 1470Schedule 40
6 1 - 11/4
LW*250 360 440 500
Schedule 10 770 1090 1340 1490Schedule 40
* Load Rating for LW above refers to FM Approved Lightwall pipe, commonly referred to as Sch. 7 and Flow Pipe. See FM Approval Guide for approved Lightwall pipe.** 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 mulitplied by 1.5.
FIG. AF001 cULus & FM INSTALLATION TORQUE:
DIMENSIONS (IN) • TORQUE (FT•LBS) • WEIGHT (LBS)
ServicePipe Size Installation Torque 1" BracePipe Weight 11/4" BracePipe Weight
1
14
0.82 0.87
11/4 0.86 0.90
11/2 0.90 0.95
2
16
0.96 1.00
21/2 1.02 1.06
3 1.09 1.13
4 17 1.23 1.26
5 1.32 1.36
6 20 1.49 1.53