Anvil 770, 770 User Manual

SWAY BRACE – SEISMIC
Fig. 771 Sway Brace Swivel Attachment
Fig. 770 Q Brace Clamp
Size Range: Service Pipe: 1" through 6" Sch. 10 and Sch. 40 IPS UL and FM Approved Service Pipe: 1" through 6" Flow Pipe FM Approved Brace Pipe: 1" or 11/4" Sch. 40 IPS
Material: Carbon steel Finish: Brace Rod q Plain or q Galvanized, Channel bracket EG Service: Used to rigidly brace piping systems subjected to sway and seismic disturbances. Pipe
clamp component of Anvil's 700 series sway brace assembly. Primarily a lateral brace clamp and applicable as a riser/four way brace. Approvals: UL and ULC Listed (UL 203A:2009), and FM Approved (FM 1950:2010). Complies with seismic bracing requirements of NFPA-13. Office of Statewide Health Planning and Development (OSHPD) State of California approved.
Features:
• Used to brace schedules 10 IPS, 40 IPS (UL and FM), and Sch. 7 IPS flow pipe (FM).
• Field adjustable design requires no threading of bracing pipe
• Can be used as a component of a four-way brace support
• Functions as a lateral brace application
Installation Instructions:
1. Minimum brace pipe extension 2" beyond channel bracket or brace clamp rod end. Note: 6" sizes are supplied with retaining plate that assembles between sprinkler system pipe and brace pipe. Not required for FM applications.
2. The brace clamp channel bracket can be installed inside or outside the service pipe at the end of the brace pipe.
3. The Q brace clamp must be a minimum of 6" away from a pipe joint in order to not weaken the pipe joint.
4. Riser/4-way brace - The Q brace clamps must be installed within 6" of each other.
5. Adjust brace angle as necessary.
6. Tighten hex nuts until spring indicating clip is completely flattened and the required torque of 14 Ft-Lbs is achieved. For sizes 2" - 3", 4" x 1", 5" x 1", and 6" continue tightening to a torque of 16 Ft-Lbs.
Ordering: Specify service pipe diameter, brace pipe diameter, figure number, name and finish.
OPA-2804-10
Notes:
1. For fire protection installations - sway braces are intended to be installed in accordance with NFPA-13 and Anvil's installations instructions and local codes.
2. The required type, number and size of fasteners used for the structural attachment fitting shall be in accordance with NFPA-13.
3. To assure proper performance, installer is responsible for:
a. Structural integrity of attachment member to safely handle
load requirements.
b. Securely tightening the component on the brace pipe.
4. 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.
5. Updated UL listing information may be viewed at www.ul.com and FM approvals may be viewed at www.fmgobal.com
1" or 11/4" Sch. 40 Brace Pipe
Rod End
Channel Bracket (shown outside service pipe)
(Brace Pipe Below Service Pipe)
Indicator Clip
Typical Assembly
PROJECT INFORMATION APPROVAL STAMP
Project:
Address:
Contractor:
Submittal Date:
Notes 1:
Notes 2:
Seismic-10.13
Approved
q
Approved as noted
q
Not approved
q
Fig. 770 Q Brace Clamp
2" Min.
SWAY BRACE – SEISMIC
Fig. 770 Q Brace Clamp (cont.)
FIG. 770 FM MAX LOAD:
LOADS (LBS) • DIMENSIONS (IN) • ANGLES (DEGREES)
Plain View
Max. 6"
Elevated View
Riser/4-Way Brace Assembly
FIG. 770 UL MAX LOAD:
LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS (IN)
UL
Service
Pipe Size
1 (A, B)
1
1
/4 (B) .86 .90
11/2 (B) .90 .95
2 (B) .96 1.00
21/2 1.02 1.06
3 1.09 1.13 4 1.23 1.26 5 6 1.49 1.53
A - Schedule 40 only. B - UL Listed as a restraint and sway brace.
Max Load
Sch. 10 Sch. 40
1000
1600
Brace Pipe
Weight
1"
.82 .87
1.32 Not Listed
11/4"
Brace Pipe
Service Pipe Size
1
(1" or 1
/4" Brace Pipe)
1
1
1
/4
11/2
2
21/2
3
4
5
6
* See FM Approval guide for approved flow pipe. ** The allowable FM approved capacity of brace subassemblies have been determined
by resolving the load rating to the horizontal direction and dividing by a safety factor of 1.5 to allow the values to be used directly for Allowable Stress Design. For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5.
*** Brace Pipe Angles are determined from vertical.
Brace Angle***
30-44 1110 250 45-59 1500 360 60-74 1900 440 75-90 2100 500 30-44 570 250 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 570 250 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 570 250 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 570 250 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 570 250 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 760 410 45-59 1070 590 60-74 1320 720 75-90 1470 800 30-44 760 410 45-59 1070 590 60-74 1320 720 75-90 1470 800 30-44 770 450 45-59 1090 630 60-74 1340 780 75-90 1490 870
FM Max Load** (Horizontal)
Sch. 10 Sch. 40
Flow Pipe
FIG. 770: TORQUE VALUE (FT-LBS)
Service Pipe Size Torque Value
1 thru 11/2, 4 x 11/4, 5 x 11/4 14
2 thru 3, 4 x 1, 5 x 1, 6 16
Go to www.anvilintl.com/OPA for State of California Office of Statewide Health Planning and Development (OSHPD) for design information relating to OSHPD projects.
Seis Brace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.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.
Seismic-10.13
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