Concrete Inserts
Fig. 109A - Concrete Deck Insert - Hanger Application
Component of State of
California OSHPD Approved
Seismic Restraints System
Size Range: 3/8"-16 thru 7/8"-9 rod
Material: Steel
Function: For use in metal deck formed concrete to attach hanger
rods. Allows for pre-positioning of hanger rods in poured concrete
decks.
Approvals: 3/8" - 5/8" rod size is Underwriters Laboratories listed in
the USA (UL) and Canada (cUL). Included in our Seismic Restraints
Catalog approved by the State of California Office of Statewide Health
Planning and Development (OSHPD). For additional load, spacing and
placement information relating to OSHPD projects, please refer to the
TOLCO Seismic Restraints Systems Guidelines.
Standard Bolt Length
8” (203.2mm)
Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for
alternative finishes and materials.
Concrete Inserts
Order By: Part number, rod size and finish. Contact B-Line for
custom rod lengths.
12” (305mm)
Minimum
12” (305mm)
Minimum
1” (25.4mm)
Minimum
25/8”
(66.7mm)
Edge of Concrete
Edge of Concrete
Edge of Concrete
Max.
Pipe Size
Part No.
Max. Hanger
Spacing
Fig. 109A
Max. Recommended
Loads
1” (25.4mm)
Minimum
25/8”
(66.7mm)
25/8”
(66.7mm)
Fig. 109A
Rod
Size
12” (305mm)
Minimum
1” (25.4mm)
Minimum
Approx.
Wt./100
in.
(mm)
in.
(m)
lbs.
(kN)
lbs.
(kg)
109A-3/8
3/8"-16
4"
(101.6)
15’-0”
(4.57)
572
(2.54)
67.0
(30.4)
109A-1/2
1/2"-13
8"
(203.2)
15’-0”
(4.57)
579
(2.57)
69.0
(31.3)
109A-5/8
5/8"-11
Contact B-Line
715
(3.18)
71.0
(32.2)
109A-3/4
3/4"-10
Contact B-Line
1000
(4.45)
213.0
(96.6)
109A-7/8
7/8"-9
Contact B-Line
1000
(4.45)
217.0
(98.4)
1” (25.4mm)
Minimum
Fig. 109A
NOTES:
1. Mounting holes are standard. If the
plate is not mechanically secured to
the deck ribs, a jam nut is required
to prevent the anchor bolt from laying
over when concrete is poured.
2. Minimum spacing between inserts
shall be not less than 41⁄2" (114.3mm)
for 3⁄8" and 6" (1152.4mm) for 1⁄2"
Max. Recommended Loads shown include safety factor of 5.
Weight is based on the standard bolt length.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Pipe Hangers & Supports
192
Revised 11/4/2014
Concrete Inserts
Component of State of
California OSHPD Approved
Seismic Restraints System
Fig. 109A - Concrete Deck Insert - Brace Application
Size Range: 3/8"-16 thru 7/8"-9 rod
Material: Steel
Function: For use in metal deck formed concrete to attach hanger rods.
Allows for pre-positioning of hanger rods in poured concrete decks.
Approvals: Included in our Seismic Restraints Catalog approved by
the State of California Office of Statewide Health Planning and
Development (OSHPD). For additional load, spacing and placement
information relating to OSHPD projects, please refer to the TOLCO
Seismic Restraints Systems Guidelines. Hangers certified by a
registered professional engineer to conform to Section 6-1.1 of
NFPA #13 (1999) and Section 9.1.1.2 of NFPA 13 (2002).
Standard Bolt
Length
8” (203.2mm)
Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line
for alternative finishes and materials.
Order By: Figure number, rod size and finish. Contact B-Line for
custom rod lengths.
12” (305mm)
Minimum
12” (305mm)
Minimum
1” (25.4mm)
Minimum
1” (25.4mm)
Minimum
‘D’
Concrete Inserts
Qualifies as an acceptable alternate seismic brace fastener per Section
9.3.5.9.6 Certification calculations for this application are available upon
request. See dimensions and installation Detail below.
1” (25.4mm)
Minimum
12” (305mm)
Minimum
‘D’
Edge of
Concrete
Edge of
Concrete
Edge of
Concrete
‘D’
Fig. 109A
1” (25.4mm)
Minimum
Fig. 109A
Fig. 109A
‘D’
Rod
Size
Max. Horizontal Load
Brace At 45°
Part No.
109A-3/8
109A-1/2
109A-5/8
109A-3/4
109A-7/8
3/8"-16
1/2"-13
5/8"-11
3/4"-10
7/8"-9
‘D’ Min. Anchor
Embedment Depth
lbs.
(kN)
in.
(mm)
lbs.
(kg)
(2.49)
25/8"
25/8"
25/8"
25/8"
25/8"
(66.7)
67.0
69.0
71.0
213.0
217.0
(30.4)
(3.02)
(3.11)
(3.11)
(66.7)
(66.7)
(66.7)
(66.7)
A
(31.3)
Max. Horizontal Load
Brace At 45°
Part No.
lbs.
109A-3/8
3/8"-16
109A-1/2
109A-5/8
109A-3/4
109A-7/8
1/2"-13
5/8"-11
3/4"-10
7/8"-9
337
395
395
395
395
‘D’ Min. Anchor
Embedment Depth
(96.6)
(98.4)
Approx.
Wt./100
(kN)
in.
(mm)
lbs.
(kg)
(1.50)
25/8"
(66.7)
25/8"
25/8"
25/8"
25/8"
(66.7)
67.0
69.0
71.0
213.0
217.0
(30.4)
(1.75)
(1.75)
(1.75)
(1.75)
(66.7)
(66.7)
(66.7)
Fig. 109A
(32.2)
Seismic bracing design load calculated in compliance with the requirements
of IBC 2009 / CBC 2010.
Rod
Size
(31.3)
(32.2)
(96.6)
NOTES:
1. Mounting holes are standard. If the
plate is not mechanically secured to
the deck ribs, a jam nut is required
to prevent the anchor bolt from laying
over when concrete is poured. There
is no structural strength added from
the use of a mechanical fastener to
hold the product in place before the
pour.
2. Minimum spacing between inserts
shall be not less than 41⁄2" (114.3mm)
for 3⁄8" and 6" (1152.4mm) for 1⁄2"
(98.4)
Seismic bracing design load calculated in compliance with the requirements
of IBC 2012 / CBC 2013.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Pipe Hangers & Supports
192a
1î
Approx.
Wt./100
560
660
680
700
700
(2.93)
1” (25.4mm)
Minimum
Revised 8/8/2014