Fig. 109A - Concrete Deck Insert - Hanger Application

advertisement
Concrete Inserts
Fig. 109A - Concrete Deck Insert - Hanger 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: 3/8" - 5/8" rod size is Underwriters Laboratories Listed in
the USA (UL) and Canada (cUL).
Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for
alternative finishes and materials.
Standard Bolt Length
8” (203.2mm)
Applications Per NFPA 13 (2010): UL Listed as a component of a
hanger assembly per Section 9.1.1.4.1
See dimensions and installation Detail below.
11/4”
(31.7mm)
1” (25.4mm)
Minimum
1î
A
Fig. 109A
12” (305mm)
Minimum
12” (305mm)
Minimum
1” (25.4mm)
Minimum
Edge of Concrete
Edge of Concrete
Part No.
Max.
Pipe Size
in.
(mm)
Fig. 109A
Max. Hanger
Spacing
in.
(m)
Approx.
Wt./100
lbs.
(kg)
109A-3/8
3/8"-16
4" (101.6)
15’-0” (4.57)
67.0 (30.4)
109A-1/2
1/2"-13
8" (203.2)
15’-0” (4.57)
69.0 (31.3)
109A-5/8
5/8"-11
Contact B-Line
71.0
109A-3/4
3/4"-10
Contact B-Line
213.0 (96.6)
109A-7/8
7/8"-9
Contact B-Line
217.0 (98.4)
(32.2)
1” (25.4mm)
Minimum
11/4”
(31.7mm)
11/4”
(31.7mm)
Fig. 109A
Rod
Size
12” (305mm)
Minimum
1” (25.4mm)
Minimum
11/4”
(31.7mm)
Edge of Concrete
Concrete Inserts
Order By: Figure number, rod size and finish. Contact B-Line for
custom rod lengths.
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. 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"
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
74
Fire Protection Solutions
Concrete Inserts
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.
Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line
for alternative finishes and materials.
Standard Bolt Length
8” (203.2mm)
Concrete Inserts
Order By: Figure number, rod size and finish. Contact B-Line for
custom rod lengths.
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.
12” (305mm)
Minimum
12” (305mm)
Minimum
1” (25.4mm)
Minimum
1” (25.4mm)
Minimum
‘D’
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
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
Max. Horizontal Load
Brace At 45°
‘D’ Min. Anchor
Embedment Depth
Approx.
Wt./100
lbs.
(kN)
in.
(mm)
lbs.
(kg)
560
660
680
700
700
(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)
(2.93)
(3.02)
(3.11)
(3.11)
(66.7)
(66.7)
(66.7)
(66.7)
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
Max. Horizontal Load
Brace At 45°
‘D’ Min. Anchor
Embedment Depth
(96.6)
(98.4)
Approx.
Wt./100
lbs.
(kN)
in.
(mm)
lbs.
(kg)
(1.50)
25/8"
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)
(66.7)
(66.7)
(66.7)
(66.7)
A
Fig. 109A
(32.2)
337
395
395
395
395
(1.75)
(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.
Fire Protection Solutions
75
1î
(31.3)
Seismic bracing design load calculated in compliance with the requirements
of IBC 2009 / CBC 2010.
Rod
Size
1” (25.4mm)
Minimum
Revised 8/8/2014
Download