Precast Forming and Accessories

Precast Forming
and Accessories
Table of Contents
Coil Inserts……………………………………………………………………………………………………3
Ferrule Inserts. …………………………………………………………………………………………….17
Ring-Lift System………………………………………………………………………………………….25
Uni-Lift System……………………………………………………………………………………………61
Easy-Lift System. …………………………………………………………………………………………71
Accessories. ………………………………………………………………………………………………..79
Anchor Rail……………………………………………………………………………………………..80
C-Connector……………………………………………………………………………………………89
Chord Connector……………………………………………………………………………………..82
Column Base Connector. …………………………………………………………………………..83
Deformed GFRP Reinforcement Bar…………………………………………………………..92
Edge Connector. ………………………………………………………………………………………86
FRP Truss. ………………………………………………………………………………………………88
Groutec…………………………………………………………………………………………………..91
M-Connector……………………………………………………………………………………………89
Plastics…………………………………………………………………………………………………..90
Panel Base Connector. ……………………………………………………………………………..85
SureGrip…………………………………………………………………………………………………93
Wall Base Connector………………………………………………………………………………..84
Wire Truss. ………………………………………………………………………………………………87
Safety Information……………………………………………………………………………………….95
Product Index. ……………………………………………………………………………………………105
Product specifications subject to change without notice.
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Coil Inserts
Coil Bolt
Coil Insert – Criss Cross
Coil Insert – Double
Flare Coil Insert – Flare
Coil Insert – L-Leg
Coil Insert – Loop
Coil Insert – Open Coil
Coil Insert – Thin Slab
Coil Nut
Coil Rod
Coil Rod Coupler
Coil Tie 2-Strut
Coil Tie 4-Strut
Double Swivel Lift Plate
Edge Lift Plate
Flat Washer
Lift Angle Bracket
Locator Plug
Pick-Up Insert
Setting Plug
Swivel Lift Plate
Threaded Plug
13
8
8
7
9
6
9
10
14
13
14
4
5
15
16
15
16
12
11
12
15
12
Product specifications are subject to change without notice.
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Coil Tie 2-Strut
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Used in situations when the ends of the tie be
placed away from the face of the wall.
Coils are welded to medium carbon steel wire
struts for a consistently safe weld.
Safe Working Load (SWL) based on 1/2” setback
from face of concrete.
Other sizes and finishes available on request.
Coil Tie 4-Strut
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Used with heavy crane-handled forms or pre-
cast concrete segments.
Coils are welded to medium carbon steel wire
struts for a consistently safe weld.
Safe Working Load (SWL) based on 1/2” set-
back from face of concrete.
Other sizes and finishes available on request.
HD Coil Tie 4-Strut
P/N Length
(A)
Coil Length
(B)
Insert Width
(C)
Wire Dia.
(D) Bolt Dia Min Edge
Distance** Tension* Shear*
SBHCT3464S 6” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs
Coil Tie 2-Strut*
SBHCT3474S 7” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs
P/N
Length
(A) Coil Length
(B)
Insert Width
(C)
Wire Dia.
(D) Bolt Dia Distance** Min Edge
SBHCT3484S 8” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs
Tension***
SBHCT3494S 9” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs
SBSCT346 6” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs
SBHCT34104S 10” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs
SBSCT347 7” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs
SBHCT0164S 6” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs
SBSCT348 8” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs
SBHCT0174S 7” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs
SBSCT349 9” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs
SBHCT0184S 8” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs
SBSCT3410 10” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs
SBHCT0194S 9” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs
SBSCT016 6” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs
SBHCT01104S 10” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs
SBSCT017 7” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs
SBHCT01124S 12” 3” 2-1/2” .440 1” 15” 13,500 lbs 12,000 lbs
SBSCT018 8” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs
SBHCT11464S 6” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs
SBSCT019 9” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs
SBHCT11474S 7” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs
SBSCT0110 10” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs
SBHCT11484S 8” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs
SBSCT1146 6” 2-1/16” 2-1/2” .440 1-1/4” 10” 7,500 lbs
SBHCT11494S 9” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs
SBSCT1147 7” 2-1/16” 2-1/2” .440 1-1/4” 10” 7,500 lbs
SBHCT114104S 10” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs
SBSCT1148 8” 2-1/16” 2-1/2” .440 1-1/4” 10” 7,500 lbs
SBSCT1149 9” 2-1/16” 2-1/2” .440 1-1/4” 10” 7,500 lbs
SBSCT1140 10” 2-1/16” 2-1/2” .440 1-1/4” 10” 7,500 lbs
* Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBHCT3464SD
** Use additional tension bar if edge distance is less than the minimum specified.
* 2-Strut Inserts are not recommended for edge lifts.
* To order domestic product, add “D” at the end of the part number i.e. SBSCT346D
** Use additional tension bar if edge distance is less than the minimum specified.
*** Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
HD Coil Tie 6-Strut
P/N Length
(A)
SBHCT11486S 8” 16” 20,000 lbs SBHCT11496S 9” 16” 20,000 lbs SBHCT114106S 10” SBHCT114116S 11” SBHCT114126S 12” Coil Length
(B)
3” 3” 3” 3” 3” Insert Width
Wire Dia.
(C)
(D) Bolt Dia Min Edge
Distance** Tension** Shear**
2-1/2” .440 1-1/4” 2-1/2” 2-1/2” 2-1/2” 2-1/2” .440 .440 .440 .440 1-1/4” 1-1/4” 1-1/4” 1-1/4” 20,000 lbs
20,000 lbs
16” 20,000 lbs 20,000 lbs
16” 20,000 lbs 20,000 lbs
16” 20,000 lbs 20,000 lbs
* Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBHCT11486SD
** Use additional tension bar if edge distance is less than the minimum specified.
Product specifications are subject to change without notice.
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Coil Insert – Loop
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Helix coils are electrically welded to the struts
resulting in a consistently safe weld
Struts fabricated from medium carbon steel (avail-
able in stainless steel SS304 and SS216)
SWL based on 1/2” setback from face of concrete
Coil Insert – Flare
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Develops load in low strength concrete better
than straight loops
Develops load over a greater area of concrete
than other inserts.
Struts fabricated from medium carbon steel wire
(available in stainless steel SS304 and SS216)
Helix coils are electrically welded to the struts
resulting in a consistently safe weld
SWL based on 1/2” setback from face of concrete
Coil Insert – Loop*
Coil Insert – Flare*
P/N
Length
(A) Coil Length
(B)
Insert Width
(C)
Wire Dia.
(D) Bolt Dia Distance** Min Edge
Tension***
P/N Length
(A)
Coil Length
(B)
Insert Width
(C)
Wire Dia.
(D)
Loop Width
(E) Bolt Dia Tension***
SBCIF346 6” 1-3/4” 1-3/4” .375 3-1/2” 3/4” 4,750 lbs
SBCIL124 4” 1-3/16” 1-5/16” .225 1/2” 8” 2,250 lbs
SBCIF349 9” 1-3/4” 1-3/4” .375 5-1/2” 3/4” 4,750 lbs
SBCIL126 6” 1-3/16” 1-3/8” .306 1/2” 8” 3,600 lbs
SBCIF19 9” 2-1/16” 2” .375 5-1/2” 1” 4,750 lbs
SBCIL1344 4” 1-5/8” 1-5/8” .306 3/4” 8” 3,750 lbs
SBHCIF19 9” 2-1/16” 2-1/2” .440 5-3/4” 1” 8,000 lbs
SBCIL346 6” 1-5/8” 1-7/8” .375 3/4” 8” 4,500 lbs
SBCIF112 12” 2-1/16” 2” .375 5-1/2” 1” 4,750 lbs
SBCIL14 4” 2” 2-1/16” .375 1” 8” 3,750 lbs
SBHCIF112 12” 2-1/16” 2-1/2” .440 5-3/4” 1” 8,000 lbs
SBCIL16 6” 2” 2-1/16” .375 1” 8” 4,500 lbs
SBCIF114 12” 2-5/16” 2-1/2” .375 5-3/4” 1-1/4” 4,750 lbs
SBCIL18 8” 2” 2-1/16” .375 1” 8” 4,500 lbs
SBHCIF114 12” 2-5/16” 2-1/2” .440 5-3/4” 1-1/4” 8,000 lbs
* 1/2” Coil Insert – Loop are not recommended for edge lifts.
* To order domestic product, add “D” at the end of the part number i.e. SBCIL124D
** Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
SBCIFL1212 12” 2-5/16” 2-3/4” .440 5-3/4” 1-1/2” 8,000 lbs
* 1/2” Coil Insert – Loop are not recommended for edge lifts.
* To order domestic product, add “D” at the end of the part number i.e. SBCIF346D
** Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
Product specifications are subject to change without notice.
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Coil Insert – Double Flare
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Primarily used for lifting precast sections
Greater capacity than the single loop
Second loop welded to same coil for extra strength
Gives 2X the cross-sectional area of embedment
while increasing shear cone surface area
Gap between the two loops allows for the straddling
of reinforcing steel.
Minimum edge distance is 15 inches
SWL based on 1/2” setback from face of concrete
Coil Insert – L-Leg
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Composed of a four strut insert
Available in bolt diameters of 3/4 to 1-1/2 inches
Struts fabricated from medium carbon steel wire
Helix coils are electrically welded to the struts
resulting in a consistently safe weld
SWL based on 1/2” setback from face of concrete
Coil Insert – Double Flare
Coil Insert – L-Leg
P/N Insert Length
(A)
Coil Length
(B)
Coil Dia.
(C)
Wire Dia.
(D) Loop Dia. Bolt Dia. Tension*
P/N Insert Height
(A)
Coil Length
(B)
Coil Dia.
(C)
Leg Length
(D)
Wire Dia.
(E) Bolt Dia.
Min Edge
Distance Tension*
SBCIDF112 12” 2-1/16” 2-1/16” .375 5-1/2” 1” 9,500 lbs
SBCILL343 3” 1-3/4” 1-5/8” 7-1/8” .306 3/4” 9” 2,500 lbs
SBHCIDF112 12” 2-1/16” 2-1/4” .440 5-3/4” 1” 13,500 lbs
SBCILL14 4” 2-1/16” 1-7/8” 9-1/2” .306 1” 12” 3,500 lbs
SBCIDF11412 12” 2-1/16” 2-5/16” .375 5-3/4” 1-1/4” 9,500 lbs
SBCILL1144 4” 2-1/16” 2-1/4” 9-3/4” .375 1-1/4” 12” 4,000 lbs
SBHCIDF11412 12” 2-1/16” 2-1/2” .440 5-3/4” 1-1/4” 13,500 lbs
SBCILL1124 4” 2-1/16” 2-1/2” 10” .375 1-1/2” 12” 4,000 lbs
SBCIDF11212 12” 2-3/8” 2-9/16” .375 5-3/4” 1-1/2” 9,500 lbs
SBHCIDF11212 12” 2-3/8” 2-3/4” .440 5-3/4” 1-1/2” 13,500 lbs
* Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBCIDF112D
Coil Insert – Criss Cross
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Primarily used for lifting precast sections
More compact allowing for use in tighter situa-
tions
Minimum edge distance is 15 inches
SWL based on 1/2” setback from face of concrete
* Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBCILL343D
Coil Insert – Open Coil
•
Designed to give additional load strength in con-
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•
crete
without increasing the depth of the anchor
Available in plain steel or electro-galvanized
Available with 2, 4 or 6 struts
Accompanying washers are available
SWL based on 1/2” setback from face of concrete
Coil Insert – Open Coil
Coil Insert – Criss Cross
P/N
Insert
Height
(A)
Coil Dia.
(B)
Coil
Length
(C)
Wire
Dia Struts* Bolt
Dia.
Min Edge
Distance** Tension*** Shear***
P/N Length
(A)
Coil Length
(B)
Insert
Width
(C)
Wire Dia.
(D) Loop Dia. Bolt Dia. Tension***
SBCIOC34412 4-1/2” 2-1/8” 1-1/2” .375 2 3/4” 6” 4,250 lbs 4,250 lbs
SBCIOC1512 5-1/2” 2-1/2” 2-1/4” .440 2 1” 7” 6,250 lbs 6,250 lbs
SBCICC11238 12-3/8” 2-1/16” 2-1/16” .375 5-1/2” 1” 9,500 lbs
SBCIOC1712 7-1/2” 2-3/4” 2-3/4” .440 4 1” 10” 10,000l bs 12,000 lbs
SBHCICC11212 12-1/2” 2-1/16” 2-1/4” .440 5-3/4” 1” 13,500 lbs
SBCIOC114712 7-1/2” 3” 2-3/4” .440 4 1-1/4” 10” 12,000 lbs 12,000 lbs
SBCICC1141238 12-3/8” 2-1/16” 2-5/16” .375 5-3/4” 1-1/4” 9,500 lbs
SBCIOC114912 9-1/2” 3” 3-5/8” .440 6 1-1/4” 12” 16,000 lbs 16,000 lbs
SBHCICC1141212 12-1/2” 2-1/16” 2-1/2” .440 5-3/4” 1-1/4” 13,500 lbs
SBCIOC1112912 9-1/2” 3-3/8” 3-5/8” .440 6 1-1/2” 12” 16,000 lbs 16,000 lbs
SBCICC1121238 12-3/8” 2-3/8” 2-9/16” .375 5-3/4” 1-1/2” 9,500 lbs
SBHCICC1121212 12-1/2” 2-3/8” 2-3/4” .440 5-3/4” 1-1/2” 13,500 lbs
* Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBCICC11238D
* 2-Strut inserts are not recommended for edge lifts.
* To order domestic product, add “D” at the end of the part number i.e. SBCIOC34412D
** Use additional tension bar if edge distance is less than the minimum specified.
*** Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
Product specifications are subject to change without notice.
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Coil Insert – Thin Slab
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Designed for use in small sections or thin slabs
where larger inserts will not fit
Used for small loads only
Fixing plate available
SWL based on 1/2” setback from face of concrete
Pick-Up Insert
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Used for stripping and handling precast segments
Swivel Lift Plates are recommended for lifting.
Plastic feet to minimize surface corrosion
Fractional sizes available on request
Minimum distance from segment edge is 12”
Pick-Up Insert with Plug*
P/N Insert Height Coil Size Wire Dia. Panel
Thickness
Min Edge
Distance Tension** Shear**
SBPUI344 4” 3/4” 0.375 4” 12” 2,270 lbs 4,539 lbs
Coil Insert – Thin Slab*
SBPUI345 5” 3/4” 0.375 5” 12” 3,442 lbs 5,400 lbs
P/N Insert Height
(A)
Insert Width
(B)
Length
(C)
Coil Dia
(D)
Wire Dia.
(E)
Bolt
Dia
Min Edge
Distance Tension**
SBPUI346 6” 3/4” 0.375 6” 12” 4,766 lbs 5,400 lbs
SBPUI347 7” 3/4” 0.375 7” 12” 6,228 lbs 5,400 lbs
SBCITS12214 2-1/4” 4-1/8” 1-1/8” 1-1/4” .225 1/2” 4” 950 lbs
SBPUI348 8” 3/4” 0.375 8” 12” 7,820 lbs 5,400 lbs
SBCITS34214 2-1/4” 5” 1-5/8” 1-5/8” .306 3/4 5” 2,000 lbs
SBPU14 4” 1” 0.375 4” 12” 2,270 lbs 4,539 lbs
SBCITS34312 3-1/2” 6” 2” 2” .306 3/4” 6” 3,400 lbs
SBPU15 5” 1” 0.375 5” 12” 3,442 lbs 5,520 lbs
SBCITS1212 2-1/2” 6” 2” 2” .306 1” 5” 2,000 lbs
SBCITS1412 4-1/2” 6” 2” 2” .306 1” 8” 4,750 lbs
SBPU16 6” 1” 0.375 6” 12” 4,766 lbs 5,520 lbs
SBPU17 7” 1” 0.375 7” 12” 6,228 lbs 5,520 lbs
* Recommended for thin slabs only. Limited load capacity.
* To order domestic product, add “D” at the end of the part number i.e. SBCITS12214D
** Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
SBPU18 8” 1” 0.375 8” 12” 7,820 lbs 5,520 lbs
SBPU1144 4” 1-1/4” 0.375 4” 12” 2,270 lbs 4,539 lbs
SBPU1145 5” 1-1/4” 0.375 5” 12” 3,442 lbs 5,520 lbs
SBPU1146 6” 1-1/4” 0.375 6” 12” 4,766 lbs 5,520 lbs
SBPU1147 7’ 1-1/4” 0.375 7” 12” 6,228 lbs 5,520 lbs
SBPU1148 8” 1-1/4” 0.375 8” 12” 7,820 lbs 5,520 lbs
SBPU1124 4’ 1-1/2” 0.375 4” 12” 2,270 lbs 4,539 lbs
SBPU1125 5” 1-1/2” 0.375 5” 12” 3,442 lbs 5,520 lbs
SBPU1126 6” 1-1/2” 0.375 6” 12” 4,766 lbs 5,520 lbs
SBPU1127 7” 1-1/2” 0.375 7” 12” 6,228 lbs 5,520 lbs
SBPU1128 8” 1-1/2” 0.375 8” 12” 7,820 lbs 5,520 lbs
* Not recommended for edge or end of concrete segments.
* To order domestic product, add “D” at the end of the part number i.e. SBPUI344D
** Safe Working Load (SWL) based on a 4:1 safety factor in 3,000 psi concrete.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Locator Plug
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•
•
Two-piece plastic design snaps together within coil
Plug creates void for subsequent bolt engagement
Antenna identifies plug location at concrete surface
Coil Rod
Common uses for Coil Rod in precast concrete operations include:
• Anchors
• Coil Tie combination for variable wall thickness
• External tie method for corner or column forms
Locator Plug
Coil Rod
P/N Description Length Below
Coil
P/N Description Load Rating*
SBLP34 Locator Plug 3/4” Coil 1-1/2”
SBCR12 Coil Rod 1/2” x 12’ 9,000 lbs
SBLP1 Locator Plug 1” Coil 1-5/8”
SBCR58 Coil Rod 5/8” x 12’ 12,000 lbs
SBP114 Locator Plug 1-1/4” Coil 1-3/4”
SBCR34 Coil Rod 3/4” x 12’ 18,000 lbs
SBCR78 Coil Rod 7/8” x 12’ 24,000 lbs
SBCR1 Coil Rod 1” x 12’ 38,000 lbs
Threaded Plug
Threaded plugs can be used with coil inserts and anchors
to keep the threads clean during concrete placement.
SBCR114 Coil Rod 1-1/4” x 12’ 56,000 lbs
SBCR112 Coil Rod 1-1/2” x 12’ 68,000 lbs
Threaded Plug
P/N Description
* To order domestic product, add “D” at the end of the part number i.e. SBCR12D
Coil Bolts
Reusable, coarse thread, self-cleaning, grade 5 bolt for forming applications.
SBTPPC38 Threaded Plug 3/8” (10)
Coil Bolts
SBTPPC12 Threaded Plug 1/2” (13)
SBTPPC58 Threaded Plug 5/8” (16)
Part No. Description SBTppC34 Threaded Plug 3/4” (19)
Thread
Length
Threads
per inch
Ultimate
Shear Load
(lbs)
Ultimate Ten-
sion Load (lbs)
SBCB123 Coil Bolt 1/2”x3” 2-1/4” 6 12,000 18,000
Setting Plug
Setting plugs are used to position and fasten inserts
to forms. The nail hole through the center of the plug
provides access and quick attachment.
SBCB124 Coil Bolt 1/2”x4” 3-1/4” 6 12,000 18,000
SBCB125 Coil Bolt 1/2”x5” 4-1/4” 6 12,000 18,000
SBCB126 Coil Bolt 1/2”x6” 5” 6 12,000 18,000
SBCB1212 Coil Bolt 1/2”x12” 11” 6 12,000 18,000
SBCB1224 Coil Bolt 1/2”x24” 23” 6 12,000 18,000
SBCB343 Coil Bolt 3/4”x3” 2-1/4” 4-1/2 26,500 40,000
Setting Plug—Plastic
SBCB344 Coil Bolt 3/4”x4” 3-1/4” 4-1/2 26,500 40,000
P/N Description
SBCB345 Coil Bolt 3/4”x5” 4-1/4” 4-1/2 26,500 40,000
SBPSP12 Setting Plug 1/2”x2-1/2” Plastic
SBCB346 Coil Bolt 3/4”x6” 5” 4-1/2 26,500 40,000
SBPSP34 Setting Plug 3/4”x3-3/4” Plastic
SBCB3424 Coil Bolt 3/4”x24” 23” 4-1/2 26,500 40,000
SBPSP1 Setting Plug 1”x5” Plastic
SBCB13 Coil Bolt 1”x3” 2” 3-1/2 48,400 72,500
SBCB14 Coil Bolt 1”x4” 3” 3-1/2 48,400 72,500
Setting Plug—Steel with Magnet
SBCB15 Coil Bolt 1”x5” 4” 3-1/2 48,400 72,500
P/N Description
SBCB16 Coil Bolt 1”x6” 5” 3-1/2 48,400 72,500
SBGB100126CR Setting Plug 1/2”x6” wMagnet
SBCB1143 Coil Bolt 1-1/4”x3” 2” 3-1/2 67,800 101,500
SBCB1144 Coil Bolt 1-1/4”x4” 3” 3-1/2 67,800 101,500
SBGB100346CR Setting Plug 3/4”x6” wMagnet
SBCB1145 Coil Bolt 1-1/4”x5” 4” 3-1/2 67,800 101,500
SBGB10016CR Setting Plug 1”x6” wMagnet
SBCB1146 Coil Bolt 1-1/4”x6” 5” 3-1/2 67,800 101,500
SBGB1001146CR Setting Plug 1-1/4”x6” wMagnet
* To order domestic product, add “D” at the end of the part number i.e. SBCB123D
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Coil Rod Coupler
The coupler is used to maintain the load rating when joining two
lengths of coil rod. The coupler is tapped from each end,
providing a stop at the center to indicate full thread engagement.
Flat Washer
Flat washers are used with all sizes of coil rod. The washers are
designed to provide adequate bearing at walers or form joints.
Flat Washer
P/N Description Bolt Size Load Rating*
SBFW1434916 Flat Washer 1/4”x4”x3” with 9/16” hole 1/2” 1,800 lbs
Coil Rod Coupler
SBFW14451316 Flat Washer 1/4”x4”x5” with 13/16” hole 3/4” 2,700 lbs
P/N Description Length Dia Load Rating*
SBFW12551116 Flat Washer 1/2”x5”x5” with 1-1/16” hole 1” 7,200 lbs
SBCRC12 Coil Rod Coupler 1/2” 2-3/4” 1/2” 9,000 lbs
SBFW12551516 Flat Washer 1/2”x5”x5” with 1-5/16” hole 1-1/4” 10,800 lbs
SBCRC58 Coil Rod Coupler 5/8” 3-1/4” 5/8” 12,000 lbs
SBFW34551916 Flat Washer 3/4”x5”x5” with 1-9/16” hole 1-1/2” 15,000 lbs
SBCRC34 Coil Rod Coupler 3/4” 3-1/4” 3/4” 18,000 lbs
SBCRC78 Coil Rod Coupler 7/8” 4-1/4” 7/8” 24,000 lbs
SBCRC1 Coil Rod Coupler 1” 4-1/2” 1” 38,000 lbs
SBCRC114 Coil Rod Coupler 1-1/4” 5-3/4” 1-1/4” 56,000 lbs
SBCRC112 Coil Rod Coupler 1-1/2” 7” 1-1/2” 68,000 lbs
* Load rating based on double waler channel at 2:1 safety factor.
* To order domestic product, add “D” at the end of the part number i.e. SBFW1434916D
Swivel Lift Plate
•
•
Designed for attaching to any type of single lift insert
Available in 3/4” and 1” coil bolt sizes
* Load rating based on 2:1 safety factor.
* To order domestic product, add “D” at the end of the part number i.e. SBCRC12D
Coil Nut
Swivel Lift Plate
Coil Nut
P/N A B C D Bolt Dia. Min Bolt
Length Tension*
SBSLP34 SBSLP1 5” 5” 2-5/8” 2-5/8” 5-1/8” 5-1/8” 5/8” 5/8” 3/4” 1” 4” 7,000 lbs
5” 10,000 lbs
P/N Description Height Width at
Flats w/Single Nut* w/Double
Nut*
SBCN12 Coil Nut 1/2” 1/2” 7/8” 6,000 lbs 9,000 lbs
SBCN58 Coil Nut 5/8” 5/8” 1” 8,000 lbs 12,000 lbs
SBCN34 Coil Nut 3/4” 3/4” 1-1/8” 9,000 lbs 18,000 lbs
SBCN78 Coil Nut 7/8” 7/8” 1-3/8” 15,000 lbs 24,000 lbs
SBCN1 Coil Nut 1” 1” 1-5/8” 24,000 lbs 38,000 lbs
SBCN114 Coil Nut 1-1/4” 1-1/4” 2” 36,000 lbs 56,000 lbs
SBCN112 Coil Nut 1-1/2” 1-1/2” 2-3/8” 47,500 lbs 68,000 lbs
* Load rating based on 5:1 safety factor
* To order domestic product, add “D” at the end of the part number i.e. SBSLP34D
Double Swivel Lift Plate
•
•
Permits rotation of the bail in the direction of the rigging and
applied loading
Bail portion of the lift plate rotates a full 360° in horizontal
plane and will also swivel 180° in a vertical plane
SBCN12HH Coil Nut 1/2” Heavy Hex 1” 7/8” 9,000 lbs —
SBCN58HH Coil Nut 5/8” Heavy Hex 1-1/4” 1” 12,000 lbs —
Double Swivel Lift Plate
SBCN34HH Coil Nut 3/4” Heavy Hex 1-1/2” 1-1/8” 18,000 lbs —
SBCN78HH Coil Nut 7/8” Heavy Hex 1-3/4” 1-3/8” 24,000 lbs —
SBCN1HH Coil Nut 1” Heavy Hex 2” 1-5/8” 38,000 lbs —
SBCN114HH Coil Nut 1-1/4” Heavy Hex 2-1/2” 2” 56,000 lbs —
SBCN112HH Coil Nut 1-1/2” Heavy Hex 3” 2-3/8” 68,000 lbs —
SBDSLP34 SBDSLP1 SBDSLP114 SBDSLP112 P/N H W Bolt Dia. Min Bolt
Length Tension*
1-1/2” 2” 2-3/4” 2-3/4” 5” 5” 7” 7” 3/4” 1” 1-1/4” 1-1/2” 4-1/2” 7,000 lbs
5” 10,000 lbs
6” 15,000 lbs
6” 20,000 lbs
* Load rating based on 2:1 safety factor
* To order domestic product, add “D” at the end of the part number i.e. SBCN12D
Product specifications are subject to change without notice.
* Minimum 150ksi bolt required.
* To order domestic product, add “D” at the end of the part number i.e. SBDSLP34
** Load rating based 5:1 safety factor.
Product specifications are subject to change without notice.
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Lift Angle Bracket
The Lift Angle Bracket is generally used for face lifting tilt-up
panels, but it can also be used for edge lift conditions when the
panel thickness is 6” or greater. Cut washers are required under
the head of each bolt.
Ferrule Inserts
Lifting Angle
P/N A B L T W Bolt
Dia.
Min Bolt
Length Tension*
SBLAB1 12” – 21” 3/4” 6” 1” 4” 12,000 lbs
SBLAB114 – 15” 21” 3/4” 6” 1-1/4” 4” 18,000 lbs
SBLAB112 – 15” 21” 3/4” 6” 1-1/2” 4” 18,000 lbs
* Load rating based 5:1 safety factor.
* To order domestic product, add “D” at the end of the part number i.e. SBLAB1D
Ductile Ferrule Insert 22
Ferrule 18
Ferrule Insert – Flare 19
Ferrule Insert – L-Leg 20
Ferrule Insert – Loop 18
Ferrule Insert – Open Coil 21
Ferrule Insert – Thin Slab 20
Ferrule Insert – Wing 19
Plastic Insert 24
Plastic Plug 23
Precast Insert 24
Threaded Plug 23
Edge Lift Plate
The Edge Lifting Plate is designed to be used with either the
double edge or double end pick-up insert. Minimum coil bolt
length to be used is 4”. Cut washers are required for each bolt.
Edge Lifting Plate
P/N H L S T W Bolt
Dia.
Min Bolt
Length Tension*
SBELP34 5-1/2” 18” 12” 1” 4” 3/4” 4” 8,800 lbs
SBELP1 5-1/2” 18” 12” 1” 4” 1” 4” 8,800 lbs
* Load rating based 5:1 safety factor.
* To order domestic product, add “D” at the end of the part number i.e. SBELP34
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
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Ferrule
The ferrule is made from solid bar stock and available in all bolt
diameters. The bottom end of the ferrule is closed to prevent
concrete from entering. The minimum bolt engagement for
a ferrule is the bolt diameter plus 1/8” inch. Ferrules accept
NC threaded bolts or rod. Bolt lengths are important because
ferrules are closed at the bottom end.
A ferrule may be substituted in a coil product (see previous
section). Ferrules and coils (of same diameter) will have the
same load capacities.
Ferrule Insert – Flare
The Flared Loop is designed to permanently attach a precast
panel to a building frame or as a mechanical connection for elec-
trical trays, pipe hangers, sprinkler systems or other suspended
items. Ferrules accept NC threaded bolts or rod. Bolt lengths are
important because ferrules are closed at the bottom end.
Ferrule Insert – Flare*
Ferrule Only
P/N Diame-
ter (D)
Ferrule
(F)
Length
(L)
Radius
(R)
Wire
(W)
Bolt
Dia
Min Edge
Distance Tension**
P/N Description Diameter
(D)
Length
(L) Threads Engagement
Maximum
SBFIF38234 9/16” 1-1/4” 2-3/4” 9/16” .243 3/8” 5” 2,000 lbs
SBFO38PL Ferrule Only 3/8” 9/16” 1-1/4” 16/inch 3/4”
SBFIF12234 11/16” 1-3/8” 2-3/4” 9/16” .243 1/2” 5” 2,000 lbs
SBFIF58312 7/8” 1-5/8” 3-1/2” 13/16” .262 5/8” 5” 2,300 lbs
SBFO12PL Ferrule Only 1/2” 11/16” 1-3/8” 13/inch 1”
SBFIF34312 1” 1-5/8” 3-1/2” 13/16” .262 3/4” 5” 2,400 lbs
SBFO58PL Ferrule Only 5/8” 7/8” 1-5/8” 11/inch 1-1/8”
SBFIF786 1-1/4” 1-5/8’ 6” 1-3/8” .375 7/8” 8” 5,300 lbs
SBFO34PL Ferrule Only 3/4” 1” 1-5/8” 10/inch 1-1/8”
SBFIF16 1-3/8” 6” 1-3/8” .375 1” 8” SBFO78PL Ferrule Only 7/8” 1-3/8” 1-5/8” 9/inch 1-1/8”
* To order domestic product, add “D” at the end of the part number i.e. SBFO38PLD
Ferrule Insert – Loop
Ferrule Inserts are designed to permanently attach a precast
panel to a building frame or as a mechanical connection for elec-
trical trays, pipe hangers, sprinkler systems or other suspended
items.
Ferrules accept NC threaded bolts or rod. Bolt lengths are impor-
tant because ferrules are closed at the bottom end.
1-5/8” * Ferrule Insert – Flared Loop is not recommended as a lifting insert.
* To order domestic product, add “D” at the end of the part number i.e. SBFIF38234D
** Safe Working Load (SWL) based on 3:1 safety factor in 3,000 psi concrete with 1/2” set-back from surface
Ferrule Insert – Wing
The Wing Loop is designed for a limited concrete
clearance when other inserts will not fit. The insert
provides more capacity than standard inserts of the
same height.
5,300 lbs
Ferrule Insert – Straight Loop
P/N Diameter
(D)
Ferrule
(F)
Length
(L)
Wire
(W)
Bolt
Dia.
Min Edge
Distance Tension*
SBFIL124 11/16” 1-3/8” 4-1/8” .225 1/2” 5” 3,000 lbs
Ferrule Insert – Wing*
SBFIL126 11/16” 1-3/8” 6-1/8” .306 1/2” 8” 4,000 lbs
P/N Diameter
(D)
Ferrule
(F)
Height
(H)
Length
(L)
Wire
(W)
Bolt
Dia
Min Edge
Distance Tension**
SBFIL584 7/8” 1-5/8” 4-1/8” .225 5/8” 5” 3,000 lbs
SBFIW12134 11/16” 1-3/8 1-3/4” 4-1/2” .225 1/2” 5” 1,200 lbs
SBFIL586 7/8” 1-5/8” 6-1/8” .375 5/8” 8” 5,000 lbs
SBFIW582716 7/8” 1-5/8 2-7/16” 4-3/4” .306 5/8” 6” 2,500 lbs
SBFIL344 1” 1-5/8” 4-1/8” .225 3/4” 5” 3,000 lbs
SBFIWI342716 1” 1-5/8 2-7/16” 4-7/8” .306 3/4” 6” 2,650 lbs
SBFIL346 1” 1-5/8” 6-1/8” .375 3/4” 9” 5,000 lbs
SBFIW34358 1-3/8” 1-5/8 3-5/8” 4-7/8” .306 3/4” 8” 4,500 lbs
SBFIL786 1-3/8” 1-5/8” 6-1/8” .375 7/8” 9” 5,000 lbs
SBFIW12716 1-3/8” 1-5/8 2-7/16” 5-1/8” .375 1” 6” 4,500 lbs
SBFIL16 1-3/8” 1-5/8” 6-1/8” .375 1” 9” 5,000 lbs
SBFIL18 1-3/8” 1-5/8” 8-1/8” .375 1” 9” 6,000 lbs
SBFIW1458 1-3/8” 1-5/8 4-5/8” 5-1/8” .375 1” 9” 6,500 lbs
* Safe Working Load (SWL) based on 3:1 safety factor in 3,000 psi concrete with 1/2” set-back from surface.
* To order domestic product, add “D” at the end of the part number i.e. SBFIL124D
Product specifications are subject to change without notice.
* Ferrule Insert – Flared Loop is not recommended as a lifting insert.
* To order domestic product, add “D” at the end of the part number i.e. SBFIW12134D
** Safe Working Load (SWL) based on 3:1 safety factor in 3,000 psi concrete with 1/2” set-back from surface.
Product specifications are subject to change without notice.
18 19
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Ferrule Insert – L-Leg
The L-Leg is designed to permanently attach a precast panel to
a building frame or as a mechanical connection for electrical
trays, pipe hangers, sprinkler systems or other suspended items.
Ferrules accept NC threaded bolts or rod. Bolt lengths are
important because ferrules are closed at the bottom end.
Ferrule Insert – Open Coil
•
•
Designed to develop higher load capacities without increas-
ing depth of insert
Adequate vibration is necessary to assure concrete sur-
rounds the open coil
Ferrule Insert – Open Coil
P/N Ferrule Insert – L-Leg*
Length
(A)
Coil Dia
(B) Coil (C) (W) Wire Dia
Struts Bolt Dia Min Edge
Distance Tension* Shear*
P/N Diameter
(D)
Height
(H)
Length
(L)
Leg Length
(R)
Wire
Dia (W) Bolt Dia Min Edge
Distance SBFIOC34458 4-5/8” 2-1/8” 1-1/2 .375 2 3/4” NC 6” 4,250 lbs 4,250 lbs
Tension**
SBFIOC78618 6-1/8” 2-1/2” 2-1/4 .375 2 7/8” NC 7” 5,000 lbs 5,000 lbs
SBFILL34318 1” 3-1/8” 1-5/8” 7” .306 3/4” 7” 3,500 lbs
SBFIOC1558 5-5/8” 2-1/2” 2-1/4 .440 2 1” NC 7” 6,250 lbs 6,250 lbs
SBFILL1418 1-3/8” 4-1/8” 1-5/8” 9-1/2” .306 1” 9” 4,500 lbs
SBFIOC1758 7-5/8” 2-3/4” 2-3/4 .440 4 1” NC 10” 10,000 lbs 12,000 lbs
* When used as a lifting insert, the Safe Working Load (SWL) must be calculated on 4:1 safety factor
* To order domestic product, add “D” at the end of the part number i.e. SBFILL34318D
** Safe Working Load (SWL) based on 3:1 safety factor in 3,000 psi concrete with 1/2” set-back from surface.
SBFIOC114758 7-5/8” 3” 2-3/4 .440 4 1-1/4” NC 10” 12,000 lbs 12,000 lbs
SBFIOC114958 9-5/8” 3” 3-5/8 .440 6 1-1/4” NC 12” 16,000 lbs 16,250 lbs
SBFIOC112958 9–5/8” 3-3/8” 3-5/8 .440 6 1-1/2” NC 12” 16,000 lbs 16,250 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,000 psi concrete with 1/2” set-back from surface.
* To order domestic product, add “D” at the end of the part number i.e. SBFIOC34458
Ferrule Insert – Thin Slab
The Thin Slab 2-Strut is designed for limited concrete clearance
when no other insert type will fit. The 4” strut lengths are welded
near the bottom of the ferrule.
Note: The capacity of this insert is limited and the working load
should never be exceeded.
Ferrule Insert – Thin Slab
P/N Diameter
(D)
Length
(L)
Wire Dia
(W)
Bolt
Dia Tension*
SBFITS38114 9/16” 1-1/4” .261 3/8” 450 lbs
SBFITS12138 11/16” 1-3/8” .261 1/2” 900 lbs
SBFITS58158 7/8” 1-5/8” .261 5/8” 1,000 lbs
SBFITS34158 1” 1-5/8” .261 3/4” 1,600 lbs
SBFITS78158 1-3/8” 1-5/8” .261 7/8” 1,600 lbs
SBFITS1158 1-3/8” 1-5/8” .261 1” 1,600 lbs
* Safe Working Load (SWL) based on 3:1 safety factor in 3,000 psi concrete with 1/2” set-back.
* To order domestic product, add “D” at the end of the part number i.e. SBFITS38114D
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Ductile Ferrule Insert
The Ductile Ferrule Insert provides additional load
strength in concrete segments. These inserts can be
used for lifting, handling and mounting structural
concrete components.
The foot creates a large shear area in the concrete.
Couplers, bolts and nuts can be supplied in round or hex
versions. Use with the Double Swivel Lift Plate for
maximum capacity.
Also available in coil thread, example SBDC1125.
Threaded Plug – Plastic and Zinc
The Threaded Plug is designed to be threaded into a ferrule
to keep concrete out and bolt holes clean.
It may also be used to attach the ferrule insert to the inside
of a form by pre-nailing the plug to the form.
NC Threaded Plug—Plastic
NC Threaded Plug—Zinc
P/N Dia (D)
P/N Dia (D)
SBTPP14 1/4” NC
SBTPZ14 1/4” NC
SBTPP38 3/8” NC
SBTPZ38 3/8” NC
Ductile Insert*
SBTPP12 1/2” NC
SBTPZ12 1/2” NC
P/N Length
(A)
Foot Dia.
(C) Thread Depth Bolt
Dia
Min Edge
Distance Ultimate**
SBTPP58 5/8” NC
SBTPZ58 5/8” NC
SBTPP34 3/4” NC
SBTPZ34 3/4” NC
SBDFI125 5” 1 7/8” 1/2” NC 8” 18,000 lbs
SBDFI586 6” 1-1/4 1” 5/8” NC 10” 24,000 lbs
SBDFI347 7” 1-1/2 1-1/4” 3/4” NC 12” 34,600 lbs
SBDFI78712 7-1/2” 1-3/4 1-3/8” 7/8” NC 15” 43,000 lbs
SBDFI18 8” 2 1-1/2” 1” NC 16” 59,000 lbs
SBDFI11810 10” 2-1/4 1-3/4” 1-1/8” 20” 75,500 lbs
12” 2-1/2 2” 1-1/4” 24” 96,000 lbs
SBDFI11412 * When used as a lifting insert, the Safe Working Load (SWL) must be calculated using a 4:1 safety factor.
* When used as a permanent connection, the Safe Working Load (SWL) must be calculated at 3:1 safety factor.
* When used as a temporary connection, the Safe Working Load (SWL) must be calculated at 2:1 safety factor.
* To order domestic product, add “D” at the end of the part number i.e. SBDFI125D
** Ultimate strength based on 3,500 psi concrete.
Plastic Plug
The Plastic Plug is designed to be pushed into the open end
of a ferrule to keep concrete and bolt holes clean.
It may also be used to attach the ferrule insert to the inside
of a form by pre-nailing the plug to the form.
The bolt or rod connection must
be equal to a Grade 8 or A325.
Minimum bolt penetration for full
load transfer is minimum 1.5 x
bolt diameter. Rebar connection
meets minimum 125% of
specified yield requirements.
Plastic Plug
P/N Dia (D)
SBPPPC38 3/4”
SBPPPC12 1/2”
SBPPPC58 5/8”
SBPPPC34 3/4”
SBPPPC1 1”
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Precast Concrete Insert – Steel
Ring-Lift System
• Threaded precast concrete insert
• Made from corrosion resistant zinc alloy
• Foot creates large shear cone in thin panels
NC Precast Concrete Insert – Steel
P/N Bolt Dia. Length (L) Threads Safe Working Load*
SBPCIS14112 1/4” 1-1/2” 20/in 575 lbs
SBPCIS381 3/8” 1” 16/in 1,025 lbs
SBPCIS38138 3/8” 1-3/8” 16/in 1,200 lbs
SBPCIS12112 1/2” 1-1/2” 13/in 1,225 lbs
SBPCIS12278 1/2” 2-7/8” 13/in 2,025 lbs
SBPCIS581116 5/8” 1-11/16” 11/in 1,575 lbs
SBPCIS58278 5/8” 2-7/8” 11/in 2,500 lbs
SBPCIS3411116 3/4” 1-11/16” 10/in 1,725 lbs
SBPCIS34278 3/4” 2-7/8” 10/in 3,125 lbs
* Safe Working Load (SWL) based on 3:1 safety factor in 3000 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBPCIS14112D
Precast Concrete Insert – Plastic
• Threaded precast concrete insert
• Corrosion resistant plastic
• Foot creates large shear cone in thin panels
NC Precast Insert – Plastic
P/N Bolt Dia. Length (L) Tension*
Cable Lifter 56
Chain Lifter 56
Double Tee Anchor 31
Drop-Forged Foot Erection Anchor 44
Erection Anchor 34
Erection Anchor w/Shear Plate 35
Foot Anchor 28
HD Sandwich Panel Erection Anchors 46
Lifter 55
Magnet Plates 59
Mounting Plate for Recess Former 59
Plate Anchor 33
Recess Former – Plastic 57
Recess Former – Urethane 57
Recess Former – Steel 58
Ring-Lift Lifter 55
Sandwich Panel Erection Anchors 48
Shear Bar 42
Straight Leg Insert 30
T-Bar Anchor 27
Tension Bar 43
Two-Hole Anchor 26
Uni-Anchor 29
Wavy Tail Anchor 32
X-Foot Erection Anchors 37
X-Foot Erection Anchors w/Shear Plate 39
SBPCIP38 3/8” 1-1/2” 600 lbs
SBPCIP12134 1/2” 1-3/4” 1,100 lbs
SBPCIP12234 1/2” 2-3/4” 1,880 lbs
SBPCIP58 5/8” 3” 2,250 lbs
SBPCIP34 3/4” 3” 2,800 lbs
* Safe Working Load (SWL) based on 3:1 safety factor in 3000 psi concrete.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
24 25
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Two-Hole Anchor
The Two-Hole Anchor is used for stripping panels from tilt tables
and handling panels. The anchor is also appropriate for highten-
sion loads that cannot be held with other anchors or panels
constructed of lightweight concrete.
The full safe working load of the Two-Hole Anchor can be
achieved in a thin slab or with low concrete strength by using a
Tension Bar (see below). The wider distribution of shear forces
allows for the raising thin or low compressive strength panels.
Available in black, galvanized (G) and hot-dip galvanized (HDG)
finish.
T-Bar Anchor
The T-Bar Anchor can be placed at the face, back or
edge of precast panels to allow for back-stripping and
rotation from horizontal-to-vertical.
Available in black, galvanized (G) and hot-dip galva-
nized (HDG) finish.
Two-Hole Anchor
P/N Tons Clutch ID Length (L) Width (W) SBTHA2T384 2T 2-2.5T 4” 1-1/4” SBTHA4T584 4T 4-5T 4” 1-1/2” Thickness
(T) Tension*
4,000 lbs
8,000 lbs
3/8” T-Bar Anchor*
5/8” P/N Tons Length
(L)
WIDTH
(W)
Thickness
(T)
Bar Dia
(B)
Minimum
Panel
Tension and
Shear**
SBTHA8T347 8T 8-10T 7” 2-1/2” 3/4” 16,000 lbs
SBTBA2T434 2T 4” 1-1/4” 3/8” 1/2” 4-3/4” 4,000 lbs
SBTBA2T578 2T 5-1/2” 1-1/4” 3/8” 1/2” 5-7/8” 4,000 lbs
SBTBA4T458 4T 4-1/4” 1-1/2” 5/8” 1/2” 4-5/8” 5,500 lbs
SBTBA4T518 4T 4-3/4” 1-1/2” 5/8” 1/2” 5-1/8” 7,100 lbs
Tension Bar
The Tension Bar is used with the Erection Anchor to distribute
tension loads into the precast segment.
SBTBA4T558 4T 5-1/4” 1-1/2” 5/8” 1/2” 5-5/8” 8,000 lbs
SBTBA4T618 4T 5-3/4” 1-1/2” 5/8” 1/2” 6-1/8” 8,000 lbs
SBTBA4T658 4T 6-1/4” 1-1/2” 5/8” 1/2” 6-5/8” 8,000 lbs
SBTBA4T718 4T 6-3/4” 1-1/2” 5/8” 1/2” 7-1/8” 8,000 lbs
Tension Bar Length (L) Requirement*
SBTBA4T758 4T 7-1/4” 1-1/2” 5/8” 1/2” 7-5/8” 8,000 lbs
Concrete Strength
P/N Load Rebar
SBTBA4T818 4T 7-3/4” 1-1/2” 5/8” 1/2” 8-1/8” 8,000 lbs
SBTB2T 2-2.5T #4 SBTB4T 4-5T #5 SBTB8T 6-8-10T #6 2,000 psi 3,000 psi 2’-9” 3’-6” 5’-6” 2’-6” 3’-0” 4’-6” 5,000 psi
SBTBA8T1112 8T 6-1/8” 2-1/2” 3/4” 3/4” 11-1/2” 8,900 lbs
1’-8”
2’-2”
SBTBA8T1134 8T 11-1/8” 2-1/2” 3/4” 3/4” 11-3/4” 16,000 lbs
3’-3”
* Minimum reinforcing length (L) needed to develop the full strength of the anchor.
* Minimum edge distance is 2x embedded depth. Minimum anchor spacing is 4x embedded depth.
* To order domestic product, add “D” at the end of the part number i.e. SBTBA2T434D
** Safe Working Load based on a safety of 4:1 in 3,500 psi concrete.
*** Handling panels requires sufficient sling or cable length., Sling angle inclination factors apply.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Foot Anchor
The drop-forged Foot Anchor handles most face
lifting applications by developing a shear cone. The
strong forged metal ensures structural integrity for
consistently safe lifts.
The foot develops a high-tension, high-capacity shear
cone in concrete slabs. It is available in many sizes
and can handle most face lifting applications.
For reduced edge distance, spacing or low strength
concrete, add additional rebar around the anchor.
Uni-Anchor
The Uni-Anchor is used for back stripping and all types of face
lifting. The foot designed for handling large anchoring forces in
concrete.
The wider distribution of shear forces created by the Uni-Anchor
allows for very thin-walled panels and concrete units that must
be handled at low compressive strength.
Each anchor is produced in compliance with a quality control
system and each batch is sampled and tested for safety.
Foot Anchor*
Uni –Anchor
P/N Tons Clutch Length
(L)
Width
(W)
Shaft
(S)
Foot Dia
(C)
Min Edge
Distance**
Tension and
Shear***
P/N Tons Clutch
ID
Shaft Dia.
(D)
Length*
(L)
Width
(W)
Thickness
(T)
Foot Dia.
(A) Tension**
SBRFA25312G 2.5T 2-2.5T 3-1/2” 1-5/16” 1/2” 1-1/2” 6” 3,900 lbs
SBRUA34512G 4T 4-5T 3/4” 5-1/2” 1-1/2” 5/8” 1.417” 6,000 lbs
SBRFA25512G 2.5T 2-2.5T 5-1/2” 1-5/16” 1/2” 1-1/2” 10-1/2” 4,510 lbs
* Minimum reinforcing length (L) needed to develop the full strength of the anchor.
** Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
SBRFA25612G 2.5T 2-2.5T 6-1/2” 1-5/16” 1/2” 1-1/2” 11” 5,000 lbs
SBRFA5312G 5T 4-5T 3-1/2” 1-13/16” 3/4” 2-1/4” 6” 4,400 lbs
SBRFA5512G 5T 4-5T 5-1/2” 1-13/16” 3/4” 2-1/4” 10-1/2” 8,500 lbs
SBRFA5712G 5T 4-5T 7-1/2” 1-13/16” 3/4” 2-1/4” 12-1/2” 9,000 lbs
SBRFA5912G 5T 4-5T 9-1/2” 1-13/16” 3/4” 2-1/4” 16” 11,000 lbs
SBRFA10512G 10T 8-10T 5-1/2” 2-5/8” 1-1/8” 2-7/8” 10” 8,800 lbs
SBRFA107G 10T 8-10T 7” 2-5/8” 1-1/8” 2-7/8” 12” 12,500 lbs
SBRFA1010G 10T 8-10T 10” 2-5/8” 1-1/8” 2-7/8” 17” 22,000 lbs
* Minimum spacing distance of 4x anchor depth.
** Minimum edge distance of 2x embedded anchor depth.
*** Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
28 29
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Straight Leg Insert
The Straight Leg Insert is designed for back-shipping and
rotating segments using standard Ring-Lift hardware.
The L-shaped legs are designed for handling large anchoring
forces in concrete segments. The insert can be further reinforced
by adding rebar over the feet.
Each insert includes a one-time disposable plastic void former.
An optional reusable steel void former is also available.
A wide-leg design, plastic feet, and galvanized finish are also
available.
Available in black, galvanized (G) and hot-dip galvanized (HDG)
finish.
Double Tee Anchor
The Double Tee Anchor is designed for lifting single or double tee precast concrete segments. The anchor is
recessed to eliminate the removal costs associated with other lifting schemes. The design uses 5/8” square
or 3/4” round bar for the 8T anchor and 3/4” square or 7/8” round bar for the 10T anchor. The wavy end of the
anchor ensures proper engagement in the surrounding concrete.
Straight Leg Insert
P/N Tons Clutch
ID Height Leg Thickness Tension*
SBRSL2.5T312 2.5T 2-2.5T 3-1/2” 3/8” 3,900 lbs
SBRSL2.5T512 2.5T 2-2.5T 5-1/2” 3/8” 4,600 lbs
SBRSL5T312 5T 4-5T 3-1/2” 1/2” 4,400 lbs
SBRSL5T412 5T 4-5T 4-1/2” 1/2” 6,200 lbs
SBRSL5T512 5T 4-5T 5-1/2” 5/8” 8,000 lbs
SBRSL5T912 5T 4-5T 9-1/2” 5/8” 11,000 lbs
SBRSL10T512 10T 8-10T 5-1/2” 3/4” 8,800 lbs
SBRSL10T7 10T 8-10T 7” 3/4” 12,500 lbs
SBRSL10T9 10T 8-10T 9” 3/4” 20,000 lbs
SBRSL10T12 10T 8-10T 12” 3/4” 22,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBRSL2.5T312D
Based on full embedment, edge distance 1.5x height, and spacing 3x embedded depth.
Single and Double Tee Anchor*
P/N Tons Thickness
(B)
Width
(FW)
Length
(L) Width (W) Capacity** Ultimate
SBDTA8T23 (S/D) 8T 3/4” Ø 1-1/4” 23” 5” (D) / 4” (S) 16,000 lbs 64,000 lbs
SBDTA10T23 (S/D) 10T 3/4” x 3/4” 1-1/2” 23” 5” (D) / 4” (S) 22,000 lbs 88,000 lbs
* Available in Single (S) and Double (D). Optional zinc finish.
* To order domestic product, add “D” at the end of the part number i.e. SBDTA8T23SD
** Safe Working Load (SWL) based on 4:1 safety factor in 6,000 psi concrete.
Based on minimum coverage of 3/4” from side of foot to edge of concrete and minimum spacing of 9” from end of beam.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
30 31
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Wavy Tail Anchor
The Wavy Tail Anchor is ideal for lifting pipes, tanks and
other thin-wall concrete segments. Built for the 2.5T Ring-Lift
lifting hardware.
The embedded tensile strength of the Wavy Tail Anchor in
a slim wall section is noted below. The anchor must be in
the center of the segment. Always secure the anchor to the
reinforcing or form to maintain the position during concrete
placement.
Plate Anchor
The Plate Anchor is used for face- and back-lifts of thin-walled
segments. The low profile and wide, flat base provide excellent
anchorage.
The welded horizontal plate at the bottom develops high pull-out
strength in stripping, handling and erecting segments.
Wavy Tail Anchor
P/N Tons Clutch ID Length (L) Width (W) Capacity*
SBWTA14434 1T 2-2.5T 4-3/4” 1-1/4” 2,000 lbs
Plate Anchor*
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBWTA14434D
Shear capacities are based on lifter casting bearing against concrete.
Note: When used as a “back-stripping” anchor, the minimum corner distance is 1.5x
the anchor length and the minimum distance between adjacent anchors is 3x the
anchor length.
P/N Tons Clutch
ID
Length
(L)
WIidth
(A)
Thick-
ness (T)
Plate
(C)
Min Edge
Distance* Shear** Tension***
SBRPA38214G 2T 2-2.5T 2-1/4” 1-1/4” 3/8” 2-1/2” 4-1/2” 1,100 lbs 1,100 lbs
SBRPA583G 4T 4-5T 3” 1-1/2” 5/8” 3” 6” 3,800 lbs 3,500 lbs
SBRPA58312G 4T 4-5T 3-1/2” 1-1/2” 5/8” 3” 7” 4,700 lbs 4,700 lbs
Wavy Tail Anchor (Length 4-3/4”) Capacity
SBRPA58438G 4T 4-5T 4-3/8” 1-1/2” 5/8” 4” 8” 5,200 lbs 5,200 lbs
PANEL
THICKNESS
(T)
TENSION*
T / 2 TC Shear*
SBRPA34512G 8T 8-10T 5-1/2” 2-1/2” 3/4” 4” 12” 6,350 lbs 6,350 lbs
8” 12”
SBRPA34718G 8T 8-10T 7-1/8” 2-1/2” 3/4” 4” 15” 10,000 lbs 10,000 lbs
4” 2” 1.375” 403 lbs 1,400 lbs 1,600 lbs
5” 2-1/2” 1.875” 450 lbs 1,700 lbs 2,000 lbs
5 1/2” 2-9/16” 1.925” 550 lbs 2,000 lbs 2,000 lbs
* Minimum edge distance is 2x embedded depth.
* To order domestic product, add “D” at the end of the part number i.e. SBRPA38214DG
** Safe Working Load (SWL) based on 4:1 safety factor in 3,000 psi concrete.
Allowable shear face loads equal to or greater than unreinforced tension loads for anchors located at the minimum edge distance.
*** Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
Minimum corner distance is 1.5x anchor length and minimum spacing is 3x anchor length.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
32 33
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Erection Anchor
The Erection Anchor combines reinforcing capabilities
with spall-free performance. It is ideal for an A-frame,
tilt table or whenever the lift is not straight up.
While the shear capacity is less than a standard erec-
tion anchor because of the shorter length, the full safe
working load can be achieved in thin slabs by using a
reinforcement Tension Bar through the second hole.
The Erection Anchor head is equal to a standard erec-
tion anchor because of the length. The convex sides
build better strength without any more material.
Erection Anchor with Shear Plate
The Erection Anchor combines reinforcing capabilities with spall-
free performance. It is ideal for an A-frame, tilt table or whenever
the lift is not straight up.
While the shear capacity is less than a standard erection anchor
because of the shorter length, the full safe working load can be
achieved in thin slabs by using a reinforcement Tension Bar
through the second hole.
The Erection Anchor head is equal to a standard erection anchor
because of the length. Convex sides build better strength with-
out
any added material.
The shear plate replaces the need for a shear bar making it
easier to install.
Erection Anchor
P/N Tons Clutch
ID
Length
(L)
Width
(W)
Thickness
(T)
Tension w/ Tension
Bar
Erection Anchor with Shear Plate
Anchor Dimension Plate Dimension SBDEA384G 2T 2-2.5T 4” 2” 3/8” 4,000 lbs
P/N Tons Clutch
ID
SBDEA587G 4T 4-5T 7” 2-1/2” 5/8” 8,000 lbs
LENGTH
(L)
WIDTH
(W)
THICK
(T)
WIDTH
(A)
POSI-
TION (B)
LENGTH
(C)
THICK
(D)
Tension
with Ten-
sion Bar*
SBDEA5876TG 6T 8-10T 7” 3-1/2” 5/8” 12,000 lbs
SBDEA384SPG 2T 2-2.5T 4” 2” 3/8” 2-1/2” 3/4” 3” 1/4” 4,000 lbs
SBDEA347G 8T 8-10T 7” 3-1/2” 3/4” 16,000 lbs
SBDEA341312G 8T 8-10T 13-1/2” 3-1/2” 3/4” 16,000 lbs
SBDEA38425TSPG 2.5T 2-2.5T 4” 2” 3/8” 2-1/2” 3/4” 3” 1/4’7” 5,000 lbs
* To order domestic product, add “D” at the end of the part number i.e. SBDEA384DG
Tension Bar
The Tension Bar is used with the Erection Anchor to distribute
tension loads into the precast segment.
SBDEA587SPG 4T 4-5T 7” 2-1/2” 5/8” 2-1/2” 1-1/4” 3” 3/8” 8,000 lbs
SBDEA347SPG 8T 8-10T 7” 3-1/2” 3/4” 3” 1-5/8” 3-1/2” 3/8” 16,000 lbs
SBDEA341312SPG 8T 8-10T 13-1/2” 3-1/2” 3/4” 3” 1-5/8” 3-1/2” 3/8” 16,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBDEA384SPDG
Tension Bar Length (L) Requirement*
P/N SBTB2T 1’-8”
SBTB4T SBTB8T Load 2-2.5T 4-5T 6-8-10T Rebar Concrete Strength
2,000 psi 3,000 psi #4 #5 #6 5,000 psi
2’-9” 2’-6” 3’-6” 3’-0” 5’-6” 4’-6” 2’-2”
3’-3”
* Minimum reinforcing length (L) needed to develop the full strength of the anchor.
* To order domestic product, add “D” at the end of the part number i.e. SBTB2TD
Product specifications are subject to change without notice. Note: There is load data on the following pages. If higher loads are desired, then a Tension Bar should be placed through the lower hole of the anchor.
Consult the Tension Bar chart for rebar length, diameter and bend angle.
Product specifications are subject to change without notice.
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Erection Anchor with Shear Plate Load Table
P/N Tons Clutch
ID
Panel
Thickness
Shear Load*
with Shear Plate
Transport Value
Shear Load*
with Shear Plate
Tilt-Up Value**
Tension Load*
with Tension Bar
SBDEA3842TSPG 2T x 4” 2-2.5T 3-1/2” min 1,325 lbs 1,990 lbs 4,000 lbs
SBDEA3842TSPG 2T x 4” 2-2.5T 4” 1,525 lbs 2,290 lbs 4,000 lbs
SBDEA3842TSPG 2T x 4” 2-2.5T 5” 1,525 lbs 2,290 lbs 4,000 lbs
SBDEA3842TSPG 2T x 4” 2-2.5T 6” 1,750 lbs 2,630 lbs 4,000 lbs
SBDEA3842TSPG 2T x 4” 2-2.5T 7” 1,900 lbs 2,850 lbs 4,000 lbs
SBDEA3842TSPG 2T x 4” 2-2.5T 8” 2,075 lbs 3,120 lbs 4,000 lbs
SBDEA5874TSPG 4T x 7” 4-5T 5-1/2” min 2,025 lbs 3,045 lbs 8,000 lbs
SBDEA5874TSPG 4T x 7” 4-5T 6” 2,250 lbs 3,380 lbs 8,000 lbs
SBDEA5874TSPG 4T x 7” 4-5T 7” 2,600 lbs 3,900 lbs 8,000 lbs
X-Foot Erection Anchor
The X-Foot Erection Anchor is designed for horizontal to vertical
edge lifts and shear rotation of thin-walled units.
The specially designed head has two “ears” at the top protect
against spalling. These ears hug either side of the ring clutch,
restricting its rotation during lateral pulls. As a result, lateral
forces are transmitted directly to the edges of the anchor instead
of the concrete.
The body of the Erection Anchor is shaped to allow full
reinforcement for secure support. Because of the stress caused
by the shear lift of a thin panel, reinforcement is necessary in the
direction of the lift.
The full safe working load can be achieved in thin slabs or when
there is low concrete strength by using a Tension Bar in the
second hole.
SBDEA5874TSPG 4T x 7” 4-5T 8” 3,000 lbs 4,500 lbs 8,000 lbs
SBDEA5874TSPG 4T x 7” 4-5T 9” 3,375 lbs 5,075 lbs 8,000 lbs
SBDEA5874TSPG 4T x 7” 4-5T 10” 3,750 lbs 5,630 lbs 8,000 lbs
X-Foot Erection Anchor
SBDEA3413128TSPG 8T x 13-1/2” 8-10T 7-1/2” min 4,010 lbs 6,030 lbs 16,000 lbs
P/N Tons Clutch
ID
Width
(W)
Length
(L)
Thickness
(T) Tension*
SBDEA3413128TSPG 8T x 13-1/2” 8-10T 8” 4,010 lbs 6,030 lbs 16,000 lbs
SBSFEA2TG 2T 2-2.5T 2” 8” 3/8” 4,000 lbs
SBDEA3413128TSPG 8T x 13-1/2” 8-10T 9” 4,120 lbs 6,190 lbs 16,000 lbs
SBSFEA4TG 4T 4-5T 2-1/2” 9-1/2” 5/8” 8,000 lbs
SBDEA3413128TSPG 8T x 13-1/2” 8-10T 10” 4,280 lbs 6,430 lbs 16,000 lbs
SBSFEA8TG 8T 8-10T 3-1/2” 13-1/2” 3/4” 16,000 lbs
SBDEA3413128TSPG 8T x 13-1/2” 8-10T 11” 4,420 lbs 6,645 lbs 16,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBSFEA8TDG
SBDEA3413128TSPG 8T x 13-1/2” 8-10T 12” 4,550 lbs 6,845 lbs 16,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor with full embedment, reinforcement and 3,500 psi concrete.
** Tilt-Up values can be used for shear if an anchor is used only once for erecting the panel.
Shear Bar
The Shear Bar is used with the Erection Anchor to distribute
tension loads into the precast segment. The bar is stronger,
less expensive, and easier to use than fabricated rebar.
Shear Bar
P/N Tons Clutch ID Height Min Panel Thickness
SBSB2T 2T 2-2.5T 2-1/2” 4”
SBSB4T 4T 4-5T 3-5/16” 5-1/2”
SBSB8T 8T 8-10T 4-15/16” 7-1/2”
Note: During rotation the sling angle should be perpendicular
to the surface. While the panel is being rotated on its edge,
the load can usually be factored by 0.5. During this phase
of the lift, the anchors are not bearing the full weight of the
panel. The rated loads and minimum panel thicknesses can
be found in the accompanying table. Once the panel has
been rotated to vertical, the tension lift is initiated.
* To order domestic product, add “D” at the end of the part number i.e. SBSB2TD
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
36 37
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X-Foot Erection Anchor Load Table
Tons Clutch ID Panel Thickness Shear Load
with Shear Bar
Tension Load
w/o Tension Bar
Tension Load with
Tension Bar
2T x 8” 2-2.5T 4” min 1,490 lbs 3,190 lbs 4,000 lbs
2T x 8” 2-2.5T 5” 2,110 lbs 3,900 lbs 4,000 lbs
2T x 8” 2-2.5T 5-1/2” 2,130 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 6” 2,520 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 7” 2,870 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 8” 3,160 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 9” 3,420 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 10” 3,640 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 11” 3,840 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 12” 4,000 lbs 4,000 lbs 4,000 lbs
4T x 9-1/2” 4-5T 5-1/2” min 2,670 lbs 4,970 lbs 8,000 lbs
4T x 9-1/2” 4-5T 6” 2,990 lbs 5,170 lbs 8,000 lbs
4T x 9-1/2” 4-5T 7” 3,170 lbs 6,030 lbs 8,000 lbs
X-Foot Erection Anchor with Shear Plate
The X-Foot Erection Anchor with Shear Plate is designed for horizon-
tal-to-vertical edge lifts and shear rotation of thin-walled units.
The welded shear plate replaces the need for a shear bar, reducing
the number of components needed and making it easier to install. No
special ring clutch is necessary.
The specially designed head has two “ears” at the top protect against
spalling. These ears hug either side of the ring clutch, restricting its
rotation during lateral pulls. As a result, lateral forces are transmitted
directly to the edges of the anchor instead of the concrete.
The body of the Erection Anchor is shaped to allow full reinforcement
for secure support. Because of the stress caused by the shear lift of
a thin panel, reinforcement is necessary in the direction of the lift.
The full safe working load can be achieved in thin slabs or when
there is low concrete strength by using a Tension Bar in the second
hole.
4T x 9-1/2” 4-5T 8” 3,430 lbs 6,910 lbs 8,000 lbs
4T x 9-1/2” 4-5T 9” 3,650 lbs 7,750 lbs 8,000 lbs
4T x 9-1/2” 4-5T 10” 3,860 lbs 8,000 lbs 8,000 lbs
X-Foot Erection Anchor w/ Shear Plate
4T x 9-1/2” 4-5T 11” 3,930 lbs 8,000 lbs 8,000 lbs
X-Foot Dimension Shear Plate Dimension
4T x 9-1/2” 4-5T 12” 4,010 lbs 8,000 lbs 8,000 lbs
P/N Tons Clutch
ID
8T x 13-1/2” 8-10T 7-1/2” min 4,010 lbs 7,220 lbs 16,000 lbs
Width(W) Length
(L)
Thick-
ness
(T)
Tension
Width
(A)
From Top
(B)
Length
(C)
Thick-
ness (D)
8T x 13-1/2” 8-10T 8” 4,010 lbs 7,690 lbs 16,000 lbs
SBSFEA2TPG 2T 2-2.5T 2” 8” 3/8” 2-1/2” 3/4” 3” 1/4” 4,000 lbs
8T x 13-1/2” 8-10T 9” 4,120 lbs 8,640 lbs 16,000 lbs
SBSFEA4TPG 4T 4-5T 2-1/2” 9-1/2” 5/8” 2-1/2” 1-1/4” 3” 3/8” 8,000 lbs
8T x 13-1/2” 8-10T 10” 4,280 lbs 9,580 lbs 16,000 lbs
SBSFEA8TPG 8T 8-10T 3-1/2” 13-1/2” 3/4” 3” 1-5/8” 3-1/2” 3/8” 16,000 lbs
8T x 13-1/2” 8-10T 11” 4,420 lbs 10,610 lbs 16,000 lbs
8T x 13-1/2” 8-10T 12” 4,550 lbs 11,680 lbs 16,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
* To order domestic product, add “D” at the end of the part number i.e. SBSFEA8TPDG
* Safe Working Load (SWL) based on 4:1 safety factor with full embedment, reinforcement and 3,500 psi concrete.
Note: During rotation the sling angle should be perpendicular to the surface. While the panel is being rotated on its edge, the load can usually be
factored by 0.5. During this phase of the lift, the anchors are not bearing the full weight of the panel. The rated loads and minimum panel thickness-
es can be found in the accompanying table. Once the panel has been rotated to vertical, the tension lift is initiated.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
38 39
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X-Foot Erection Anchor w/ Shear Plate Load Table
Tons Clutch ID Panel Thickness Shear Load with
Shear Plate
Tension Load
w/o Tension Bar
Tension Load with
Tension Bar
2T x 8” 2-2.5T 3-1/2” min 1,490 lbs 2,640 lbs 4,000 lbs
2T x 8” 2-2.5T 4” 1,940 lbs 3,190 lbs 4,000 lbs
2T x 8” 2-2.5T 5” 2,110 lbs 3,900 lbs 4,000 lbs
2T x 8” 2-2.5T 5-1/2” 2,130 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 6” 2,520 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 7” 2,870 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 8” 3,160 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 9” 3,420 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 10” 3,640 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 11” 3,840 lbs 4,000 lbs 4,000 lbs
2T x 8” 2-2.5T 12” 4,000 lbs 4,000 lbs 4,000 lbs
4T x 9-1/2” 4-5T 4” min 1,800 lbs 3,400 lbs 8,000 lbs
4T x 9-1/2” 4-5T 5-1/2” 2,670 lbs 4,970 lbs 8,000 lbs
4T x 9-1/2” 4-5T 6” 2,990 lbs 5,170 lbs 8,000 lbs
Mitered X-Foot Erection Anchor with Shear Plate
When the lifting edge is beveled at a 45° angle, the mitered X-Foot
Erection Anchor with Shear Plate is needed.
The factory miter the concrete design and the and shear plate eliminates
the need for any shear reinforcement. This makes it easier to install. No
special clutch is necessary.
The specially designed head has two “ears” at the top protect against
spalling. These ears hug either side of the ring clutch, restricting its
rotation during lateral pulls. As a result, lateral forces are transmitted
directly to the edges of the anchor instead of the concrete.
The body of the Erection Anchor is shaped to allow full reinforcement for
secure support. Because of the stress caused by the shear lift of a thin
panel, reinforcement is necessary in the direction of the lift.
The full safe working load can be achieved in thin slabs or when there is
low concrete strength by using a Tension Bar in the second hole.
4T x 9-1/2” 4-5T 7” 3,170 lbs 6,030 lbs 8,000 lbs
4T x 9-1/2” 4-5T 8” 3,430 lbs 6,910 lbs 8,000 lbs
X-Foot Erection Anchor w/ 45o Miter and Shear Plate*
4T x 9-1/2” 4-5T 9” 3,650 lbs 7,750 lbs 8,000 lbs
P/N Tons Clutch ID 4T x 9-1/2” 4-5T 10” 3,860 lbs 8,000 lbs 8,000 lbs
Width
(W)
Length
(L)
Thickness
(T)
Panel
Thickness Shear** Tension**
w/Tension Bar
4T x 9-1/2” 4-5T 11” 3,930 lbs 8,000 lbs 8,000 lbs
SBSFEA2TMTRSPG 2T 2-2.5T 2” 8-1/2” 3/8” 6-1/2” 2,150 lbs 3,400 lbs
SBSFEA4TMTRSPG 4T 4-5T 2-1/2” 11-1/8” 5/8” 8” 3,500 lbs 5,400 lbs
4T x 9-1/2” 4-5T 12” 4,010 lbs 8,000 lbs 8,000 lbs
SBSFEA8TMTRSPG 8T 8-10T 3-3/4” 13-3/4” 3/4” 8” min 3,500 lbs 6,200 lbs
8T x 13-1/2” 8-10T 7” min 4,010 lbs 7,100 lbs 16,000 lbs
8T x 13-1/2” 8-10T 7-1/2” 4,010 lbs 7,220 lbs 16,000 lbs
* The concrete panel will not hang plumb when using the mitered anchor. Do not exceed the safe working load.
** Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
8T x 13-1/2” 8-10T 8” 4,010 lbs 7,690 lbs 16,000 lbs
8T x 13-1/2” 8-10T 9” 4,120 lbs 8,640 lbs 16,000 lbs
8T x 13-1/2” 8-10T 10” 4,280 lbs 9,580 lbs 16,000 lbs
8T x 13-1/2” 8-10T 11” 4,420 lbs 10,610 lbs 16,000 lbs
8T x 13-1/2” 8-10T 12” 4,550 lbs 11,680 lbs 16,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor with full embedment, reinforcement and 3,500 psi concrete.
Note: To install the X-Foot Erection Anchor with 45° Miter and Shear
Plate, position the anchor a minimum of 3/4” and a maximum of 1-1/2”
clear of the casting bed. After the anchor has been fastened in place,
tension reinforcement may be added as needed. After the concrete
has set, removal of the edge form and recess member will expose the
head of the anchor for attachment of the lifting eye.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
40 41
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Shear Bar
Tension Bar
The Shear Bar is used with the X-Foot Erection Anchor to
distribute tension loads into the precast segment. The bar
is stronger, less expensive, and easier to use than fabri-
cated rebar.
The Tension Bar is used with the X-Foot Erection Anchor
to distribute tension loads into the precast segment.
The Shear Bar provides economical reinforcement for
the X-Foot Erection Anchor during the rotation phase of
edge lifts. The loop on the shear bar fits over the anchor
to spread shear stress over a wide area and deep into the
concrete.
Tension Bar Length (L) Requirement*
Shear Bar
P/N Load Rebar P/N Tons Clutch
ID
Height
(A)
Length
(L) 2,000 psi Concrete Strength
3,000 psi 5,000 psi
Min Panel Thickness
SBTB2T 2T #4 2-9” 2’-6” 1’-8”
SBSB2T 2T 2-2.5T 2-1/2” 13-7/8” 4”
SBTB4T 4T #5 3’-6” 3’-0” 2’-2”
SBSB4T 4T 4-5T 3-5/16” 13-7/8” 5-1/2”
SBTB8T 8T #6 5’-6” 4’-6” 3’-3”
SBSB8T 8T 8-10T 4-15/16” 13-7/8” 7-1/2”
* To order domestic product, add “D” at the end of the part number i.e. SBTB2TD
* To order domestic product, add “D” at the end of the part number i.e. SBSB2TD
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
42 43
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D
B B
Drop-Forged Foot Erection Anchor
The Drop-Forged Foot Erection Anchor has a specially designed
shape that make it easier to install without reducing the load
capacity for concrete edge lifts.
The protrusions or “ears” at the top of the anchor restrict rotation
during lifting, protecting the concrete from spalling. The body is
shaped to allow for full panel reinforcement, providing support
during lifting. The integrated foot eliminates the need for an
additional shear bar, simplifying the anchor installation.
During panel rotation, the sling angle should always be
perpendicular to the surface or the anchors will not be bearing
the full weight of the panel.
Once the panel has been rotated to vertical, the tension is
initiated. During this phase, the drop-forged foot at the bottom of
the anchor, develops a tension load.
Drop-Forged Foot Erection Anchor Load Table
Anchor Lifter Panel
Thickness
Shear Load (no Shear
Bar) Transport Value*
Shear Load (no Shear
Bar) Tilt-Up Value**
Tension Load w/o
Tension Bar*
Tension Load With
Tension Bar***
2.5 Ton 2.5 Ton 4” 1,350 lbs 2,000 lbs 2,500 lbs 5,500 lbs
2.5 Ton 2.5 Ton 5” 1.650 lbs 2,500 lbs 3,100 lbs 5,500 lbs
2.5 Ton 2.5 Ton 6” 1,950 lbs 2,950 lbs 3,700 lbs 5,500 lbs
2.5 Ton 2.5 Ton 7” 2,250 lbs 3,450 lbs 4,300 lbs 5,500 lbs
2.5 Ton 2.5 Ton 8” 2,600 lbs 3,950 lbs 5,000 lbs 5,500 lbs
2.5 Ton 2.5 Ton 9” 2,950 lbs 4,400 lbs 5,300 lbs 5,500 lbs
2.5 Ton 2.5 Ton 10” 3,300 lbs 5,000 lbs 5,500 lbs 5,500 lbs
2.5 Ton 2.5 Ton 11” 3,650 lbs 5,550 lbs 5,500 lbs 5,500 lbs
2.5 Ton 2.5 Ton 12” 4,100 lbs 5,950 lbs 5,500 lbs 5,500 lbs
5 Ton 4-5 Ton 5-1/2” min 2,950 lbs 4,020 lbs 5,750 lbs 11,000 lbs
5 Ton 4-5 Ton 6” 3,200 lbs 4,200 lbs 7,200 lbs 11,000 lbs
Drop-Forged Foot Erection Anchor*
5 Ton 4-5 Ton 7” 3,400 lbs 4,670 lbs 8,000 lbs 11,000 lbs
5 Ton 4-5 Ton 8” 3,800 lbs 5.454 lbs 10,200 lbs 11,000 lbs
P/N SBDFFEA2.5TG SBDFFEA5TG 3”x4” 11,000 lbs
SBDFFEA10TG * Anchor is designed to match the capacity of the 5-Ton and 10-Ton Ring-Lift hardware.
** Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
Anchor C
Lifter 2.5 Ton 5 Ton 10 Ton 2.5 Ton 4-5 Ton 8-10 Ton Width Length Plate B
Tension**
A
A A
5 Ton 2-12” 8” 2-1/2”x3-1/2” 5,500 lbs
5 Ton 3-1/2” 10” 5 Ton 4-1/2” 12-1/2” 5 Ton 10 Ton 840 S. 25TH AVE. BELLWOOD, IL 60104
PHONE: (708) 493-9569 – FAX: (708) 493-9601
1
2
10 Ton 4-5 Ton 9” 4,400 lbs 6,212 lbs 11,000 lbs 11,000 lbs
4-5 Ton 10” 4,800 lbs 6,818 lbs 11,000 lbs 11,000 lbs
4-5 Ton 11” 5,200 lbs 7,272 lbs 11,000 lbs 11,000 lbs
3-1/4”x4” 22,200 lbs
4-5 Ton 12” 6,100 lbs 7,575 lbs 11,000 lbs 11,000 lbs
8-10 Ton 7-1/2” min 4,600 lbs 6,363 lbs 17,500 lbs 22,000 lbs
8-10 Ton 8” 4,800 lbs 6,666 lbs 17,500 lbs 22,000 lbs
4
MATERIAL:
TITLE:
DATE:
DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCE:
DRAWN:
DECIMAL: ±0.0313
NOTE: THE INFORMATION CONTAINED
FRACTOR: ±1/32″
PART NO:
DWG NO:
IN THIS DRAWING IS THE SOLE
PROPERTY OF SUREBUILT COMPANY.
ANGULAR: ±1°
FINISH: WEIGHT:
ANY REPRODUCTION IN PART OR AS A
UNLESS OTHERWISE SPECIFIED
WHOLE WITHOUT THE WRITTEN
REV: SIZE: SCALE:
SHEET:
PERMISSION OF SUREBUILT COMPANY
IS PROHIBITED. 1
DO NOT SCALE DRAWING LBS
1
B OF
CHECKED:
APPROVED:
3
2
8-10 Ton 9” 5,450 lbs 7,272 lbs 18,000 lbs 8-10 Ton 10” 6,100 lbs 7,878 lbs 19,000 lbs 11” 6,800 lbs 8,333 lbs 20,000 lbs D
C
B
12” 7,600 lbs 8,787 lbs 22,000 lbs 1
MATERIAL:
TITLE:
DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCE:
PHONE: (708) 493-9569 – FAX: (708) 493-9601
DECIMAL: ±0.0313
NOTE: THE INFORMATION CONTAINED
FRACTOR: ±1/32″
PART NO:
IN THIS DRAWING IS THE SOLE
PROPERTY OF SUREBUILT COMPANY.
ANGULAR: ±1°
FINISH: WEIGHT:
ANY REPRODUCTION IN PART OR AS A
UNLESS OTHERWISE SPECIFIED
WHOLE WITHOUT THE WRITTEN
REV: SIZE: SCALE:
PERMISSION OF SUREBUILT COMPANY
IS PROHIBITED. 1
DO NOT SCALE DRAWING LBS
6
5
6
5
4
3
the maximum tension strength with a Tension Bar. panel.
2
*** Given full embedment, reinforcement and minimum compressive strength, the anchor should achieve pullout strength equal to
D OF
4
** Tilt-Up Value can be used for shear if an anchor is used only once for erecting the panel.
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
DWG NO:
10 Ton SHEET:
1
10 Ton 1
8-10 Ton 8-10 Ton 3
840 S. 25TH AVE. BELLWOOD, IL 60104
DATE:
DRAWN:
CHECKED:
APPROVED:
10 Ton 10 Ton 22,000 lbs
22,000 lbs
22,000 lbs
A
1
7
Call 708-493-9569
www.surebuilt-usa.com
NOTE: THE INFORMATION CONTAINED
IN THIS DRAWING IS THE SOLE
PROPERTY OF SUREBUILT COMPANY.
ANY REPRODUCTION IN PART OR AS A
WHOLE WITHOUT THE WRITTEN
PERMISSION OF SUREBUILT COMPANY
IS PROHIBITED. 1
44 45
7
MATERIAL:
TITLE:
DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCE:
DECIMAL: ±0.0313
FRACTOR: ±1/32″
PART NO:
DWG NO:
ANGULAR: ±1°
FINISH: WEIGHT:
UNLESS OTHERWISE SPECIFIED
REV: SIZE: SCALE:
SHEET:
DO NOT SCALE DRAWING LBS
1
D OF
6
5
4
DATE:
DRAWN:
CHECKED:
840 S. 25TH AVE. BELLWOOD, IL 60104
22,000 lbs
APPROVED:
PHONE: (708) 493-9569 – FAX: (708) 493-9601
7
3
2
HD Sandwich Panel Erection Anchor
By delivering an even load distribution to both sides of a sand-
wich panel, the Sandwich Panel Erection Anchor transfers the
highest loads on panel edge without shear bars.
The anchor is easy to install and the design absorbs shear loads
without spalling concrete. Additional shear reinforcement can be
added if necessary to increase the shear capacity.
Given full embedment, reinforcement, and a minimum com-
pressive strength of 4,500 psi, the 8T Sandwich Panel Erection
Anchors will achieve a pullout strength equal to the ultimate
strength when reinforced with two #6 x3’-6″ long bent bars.
3/4” x 6” Sandwich Panel Erection Anchor
HD Sandwich Panel Erection Anchor wShear Plate
By delivering an even load distribution to both sides of a sandwich
panel, the Sandwich Panel Erection Anchor with Shear Plate transfers
the highest loads on panel edge without shear bars.
The anchor is easy to install and the design absorbs shear loads with-
out spalling concrete. Additional shear reinforcement can be added if
necessary to increase the shear capacity.
Given full embedment, reinforcement, and a minimum compressive
strength of 4,500 psi, the 10T Sandwich Panel Erection Anchors will
achieve a pullout strength equal to the ultimate strength when rein-
forced with two #6 x3’-6″ long bent bars.
Drop-Forged HD Sandwich Panel Erection Anchor
HD Sandwich Panel Erection Anchor wShear Plate
Part No. Tons Clutch
ID
Dimensions
P/N L A B C D
SBDFSPEA346G 10T 8-10T 6” 3-3/4” 2-29/32” 3/4” 4”
Plasma-Cut HD Sandwich Panel Erection Anchor wShear Plate 8T
* To order domestic product, add “D” at the end of the part number i.e. SBDFSPEA346DG
Tons SBPCSPEA346SPG 8T SBDFSPEA346SPG 10T Clutch
ID 8-10T 8-10T L A 6” 3-3/4” 6” 3-3/4” Dimensions
B C 2-29/32” 3/4” 2-29/32” 3/4” 4” 4” D E F
3” 3-1/2”
Drop-Forged HD Sandwich Panel Erection Anchor wShear Plate 10T
3” 3-1/2”
* To order domestic product, add “D” at the end of the part number i.e. SBPCSPEA346SDG
HD Sandwich Panel Erection Anchor wShear Plate for 9” Panel (3”x3”x3”)
Tons Tension Shear Parallel
to Thickness*
Shear Parallel
to Thickness**
Shear
Perpendicular to
Thickness**
8T 17,600 lbs 5,700 lbs 4,200 lbs 9,400 lbs
10T 20,000 lbs 5,700 lbs 4,200 lbs 10,500 lbs
* Safe Working Load (SWL) based on 2.66:1 safety factor.
** Safe Working Load based on 4:1 safety factor with 24” rebar #5 through holes.
3/4” x 6” Sandwich Panel Erection Anchor
Drop-Forged Heavy Duty Sandwich Panel Erection Anchor
HD Sandwich Panel Erection Anchor wShear Plate for 10” Panel (4”x3”x3”)
3”
Part No. Tons Clutch
ID L A SL SW T IT
SBDFSPEA347G SBDFSPEA348G 10T 10T 8-10T 7” 4-13/16” 1-13/16” 8-10T 8” 5” 1-13/16” * To order domestic product, add “D” at the end of the part number i.e. SBDFSPEA347DG
1-1/8” 1-1/8” 3/4” 3/4” Tons Tension Shear Parallel
to Thickness*
Shear Parallel to
Thickness**
Shear
Perpendicular to
Thickness**
8T 17,600 lbs 5,700 lbs 4,200 lbs 9,400 lbs
4”
10T 20,000 lbs 7,200 lbs 4,800 lbs 10,500 lbs
* Safe Working Load (SWL) based on 2.66:1 safety factor.
** Safe Working Load based on 4:1 safety factor with 24” rebar #5 through holes.
Product specifications are subject to change without notice. Scan for
data sheet
Product specifications are subject to change without notice.
46 47
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Sandwich Panel Erection Anchor
By delivering an even load distribution to both sides of a
sandwich panel, the Sandwich Panel Erection Anchor eliminates
the need for special lifting devices.
This easy-to-install anchor eliminates the need for special
spreader bars, distributes the load evenly and absorbs shear
loads without spalling concrete.
Sandwich Panel Erection Anchor – 8 Ton
P/N
PANEL
THICK-
NESS
LEVELS L B C D E
SBSPEA346G 8” 3x2x3 6” 3” 3/4” 3-3/4” 3”
SBSPEA346G 8” 4x2x2 6” 3” 3/4” 3-3/4” 4”
SBSPEA347G 9” 3x3x3 7” 3” 3/4” 5” 3-3/4”
SBSPEA348G 10” 3x4x3 8” 3” 3/4” 6” 4-3/4”
SBSPEA34812G 10” 3x4x3 8-1/2” 3” 3/4” 6” 4-3/4”
SBSPEA34812G 10” 4x3x3 8-1/2” 3” 3/4” 6” 4-3/4”
Drop-Forged Foot Erection Anchor*
SBSPEA34812G 10” 3x3x4 8-1/2” 3” 3/4” 6” 4-3/4”
P/N L A SBSPEA586G SBSPEA346G * To order domestic product, add “D” at the end of the part number i.e. SBSPEA586DG
Sandwich Panel Erection Anchor for 8” Thickness (3”x2”x3”)
Ton Clutch
ID B C D
4T 4-5T 6” 3-1/2” 1-3/8” 5/8” 3-3/4”
8T 8-10T 6” 3-3/4” 2-29/32” 3/4” 4”
TONS TENSION* SHEAR PARALLEL
TO THICKNESS**
SHEAR PERPENDICULAR
TO THICKNESS*
4T 8,000 lbs 4,500 lbs 8,000 lbs
8T 16,000 lbs 5,170 lbs 9,400 lbs
SBSPEA34834G 12” 6x3x3 8-3/4” 2-7/8” 3/4” 6-1/4” 5-3/4”
SBSPEA34834G 12” 3x3x6 8-3/4” 2-7/8” 3/4” 6-1/4” 5-3/4”
* To order domestic product, add “D” at the end of the part number i.e. SBSPEA346DG
Sandwich Panel Erection Anchor for 9” Thickness (3”x3”x3”)
Sandwich Panel Erection Anchor for 9” Thickness (3”x4”x3”)
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
** Safe Working Load (SWL) based on 2.66:1 safety factor in 3,500 psi concrete.
Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
Tons 8T 16,000 lbs 5,170 lbs 9,400 lbs
8T Tension* 5,170 lbs 9,400 lbs
Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
16,000 lbs Sandwich Panel Erection Anchor for 8” Thickness (4”x2”x2”)
TONS 4T 8T TENSION* 8,000 lbs 16,000 lbs SHEAR PARALLEL
SHEAR PERPENDICULAR
TO THICKNESS**
TO THICKNESS*
4,950 lbs 5,200 lbs 8,000 lbs
10,500 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
** Safe Working Load (SWL) based on 2.66:1 safety factor in 3,500 psi concrete.
Sandwich Panel Erection Anchor for 10” Thickness (4”x3”x3”)
Sandwich Panel Erection Anchor for 10” Thickness (3”x3”x4”)
Notes:
1. The 4:1 safety factor is used with precast work and normally requires no increases except for cable magnification.
2. Given full embedment, reinforcement, and a minimum compressive strength of 3,300 psi, the 4-5 ton Sandwich Panel Erection Anchors should
achieve a pullout strength equal to their Ultimate Mechanical Strength if reinforced with (2) #3 x2′-6″ long bent.
3. Given full embedment, reinforcement, and a minimum compressive strength of 4,500 psi, the 8-10 ton Sandwich Panel Erection Anchors should
achieve a pullout strength equal to their Ultimate Mechanical Strength if reinforced with (2) #5 x3’-6″ long bent.
4. The 2.66:1 safety factor, is a 2:1 safety factor, which is commonly used when back shipping, increased 33% to compensate for initial bond and
impact. Additional increases due to unusual live loads or cable magnification may be required for some applications.
Product specifications are subject to change without notice.
Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
Tons 8T 16,000 lbs 5,170 lbs 9,400 lbs
8T Tension* 5,200 lbs Shear Parallel to
Thickness**
16,000 lbs Shear Perpendicular
to Thickness*
10,500 lbs
Product specifications are subject to change without notice.
48 49
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Sandwich Panel Erection Anchor with Shear Plate
By delivering an even load distribution to both sides of a
sandwich panel, the Sandwich Panel Erection Anchor eliminates
the need for special lifting devices.
This easy-to-install anchor eliminates the need for special
spreader bars, distributes the load evenly and absorbs shear
loads without spalling concrete.
Sandwich Panel Erection Anchor for 12” Thickness (6”x3”x3”)
Sandwich Panel Erection Anchor for 12” Thickness (3”x3”x6”)
Tons Tension* Shear Parallel
to Thickness**
Shear Perpendicular to
Thickness*
Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
8T 16,000 lbs 5,170 lbs 10,900 lbs
8T 16,000 lbs 5,400 lbs 11,500 lbs
Sandwich Panel Erection Anchor with Shear Plate
P/N TONS
Clutch
ID
AN-
CHOR PLATE
(A) (L) (C) (D) (E)
SBSPEA586SPG 4T 4-5T 6” 3-1/2” 5/8” 3/8” 3”x3”
SBSPEA346SPG 8T 8-10T 6” 3-3/4” 3/4” 3/8” 3”x4”
* To order domestic product, add “D” at the end of the part number i.e. SBSPEA586SPDG
Sandwich Panel Erection Anchor with Shear Plate for
8” Thickness (3”x2”x3”)
Sandwich Panel Erection Anchor with Shear Plate for
9” Thickness (3”x3”x3”)
Tons Erection
Shear** Tension*
Tons Erection
Shear** Tension*
4T 4,800 lbs 8,000 lbs
4T 5,100 lbs 8,000 lbs
Mitered Sandwich Panel Erection Anchor for 10” Thickness
(4”x3”x3”)
Mitered Sandwich Panel Erection Anchor for 12” Thickness
(6”x3”x3”)
8T 5,300 lbs 16,000 lbs
8T 5,700 lbs 16,000 lbs
Tons Tension* Shear Parallel
to Thickness**
Shear Perpendicular to
Thickness*
8T Tons Tension* Shear Parallel
to Thickness**
Shear Perpendicular to
Thickness*
8T 16,000 lbs 5,170 lbs 9,400 lbs
16,000 lbs 5,170 lbs 11,500 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
** Safe Working Load (SWL) based on 2.66:1 safety factor in 3,500 psi concrete.
Notes:
1. The 4:1 safety factor is used with precast work and normally requires no increases except for cable magnification.
2. Given full embedment, reinforcement, and a minimum compressive strength of 3,300 psi, the 4-5 ton Sandwich Panel Erection Anchors should
achieve a pullout strength equal to their Ultimate Mechanical Strength if reinforced with (2) #3 x2′-6″ long bent.
3. Given full embedment, reinforcement, and a minimum compressive strength of 4,500 psi, the 8-10 ton Sandwich Panel Erection Anchors should
achieve a pullout strength equal to their Ultimate Mechanical Strength if reinforced with (2) #5 x3’-6″ long bent.
4. The 2.66:1 safety factor, is a 2:1 safety factor, which is commonly used when back shipping, increased 33% to compensate for initial bond and
impact. Additional increases due to unusual live loads or cable magnification may be required for some applications. Product specifications are subject to change without notice. Sandwich Panel Erection Anchor with Shear Plate for
10” Thickness (3-1/2”x3”x3-1/2”)
Sandwich Panel Erection Anchor with Shear Plate for
12” Thickness (4”x4”x4”)
Tons Erection
Shear** Tension*
Tons Erection
Shear** Tension*
4T 5,500 lbs 8,000 lbs
4T 5,800 lbs 8,000 lbs
8T 6,500 lbs 16,000 lbs
8T 7,200 lbs 16,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
** Safe Working Load (SWL) based on 2.66:1 safety factor in 3,500 psi concrete.
Product specifications are subject to change without notice.
50 51
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Sandwich Panel Erection Anchor – 8 Ton
P/N Panel
Thickness Levels L B C D E
SBSPEA346G 8” 3x2x3 6” 3” 3/4” 3-3/4” 3”
SBSPEA346G 8” 4x2x2 6” 3” 3/4” 3-3/4” 4”
SBSPEA347G 9” 3x3x3 7” 3” 3/4” 5” 3-3/4”
SBSPEA348G 10” 3x4x3 8” 3” 3/4” 6” 4-3/4”
SBSPEA34812G 10” 3x4x3 8-1/2” 3” 3/4” 6” 4-3/4”
Sandwich Panel Erection Anchor with Shear Plate for 12” Thick-
ness (6”x3”x3”)
Sandwich Panel Erection Anchor with Shear Plate for 12” Thick-
ness (3”x3”x6”)
SBSPEA34812G 10” 4x3x3 8-1/2” 3” 3/4” 6” 4-3/4”
SBSPEA34812G 10” 3x3x4 8-1/2” 3” 3/4” 6” 4-3/4”
Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
SBSPEA34834G 12” 6x3x3 8-3/4” 2-7/8” 3/4” 6-1/4” 5-3/4”
SBSPEA34834G 12” 3x3x6 8-3/4” 2-7/8” 3/4” 6-1/4” 5-3/4”
8T 16,000 lbs 5,700 lbs 11,500 lbs
8T 16,000 lbs 7,200 lbs 11,500 lbs
* To order domestic product, add “D” at the end of the part number i.e. SBSPEA346DG
Sandwich Panel Erection Anchor with Shear Plate for 9” Thickness
(3”x3”x3”)
Sandwich Panel Erection Anchor with Shear Plate for 10” Thick-
ness (3”x4”x3”)
Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
Mitered Sandwich Panel Erection Anchor with Shear Plate for
10” Thickness (4”x3”x3”)
Mitered Sandwich Panel Erection Anchor with Shear Plate for
12” Thickness (6”x3”x3”)
8T 16,000 lbs 5,700 lbs 9,400 lbs
8T 16,000 lbs 5,700 lbs 9,400 lbs
Tons Tension* Shear Parallel
to Thickness**
Shear Perpendicular to
Thickness*
Tons Tension* Shear Parallel
to Thickness**
Shear Perpendicular to
Thickness*
8T 16,000 lbs 5,400 lbs 9,400 lbs
8T 16,000 lbs 5,400 lbs 9,400 lbs
Sandwich Panel Erection Anchor with Shear Plate for 10” Thick-
ness (3”x3”x3”)
Sandwich Panel Erection Anchor with Shear Plate for 10” Thick-
ness (3”x3”x3”)
Tons 16,000 lbs 5,700 lbs 10,500 lbs
Tension* Shear Parallel to
Thickness**
Shear Perpendicular
to Thickness*
8T Tons Tension* Shear Parallel to
Thickness**
Shear Perpendicular to
Thickness*
8T 16,000 lbs 5,700 lbs 10,500 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.
** Safe Working Load (SWL) based on 2.66:1 safety factor in 3,500 psi concrete.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
52 53
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Tension Bar for Sandwich Panel Erection Anchor
• Easy to use
• Cost efficient
• Distributes tension loads into the precast element
• Can be used with a variety of anchors
Ring-Lift Lifter
• Configured with a curved and interlocking clutch body
• Bolt and a high-strength bail
• Attaches quickly and lifts smoothly
• Ring clutch rotates and locks onto anchor head
• Standard bail rotates 180° for spall-free lifting
• Once in locking position, the Ring Clutch cannot be released
• Capacity rated in metric tons
• All Lifters marked with individual ID number (per OSHA)
Ring-Lift Lifter*
P/N Tons Load
Range L B C D E
SBRL25T 2.5T 2-2.5T 10-15/16” 3-1/8” 3-1/16” 2-5/32” 3-3/4”
SBRL5T 5T 3-5T 12-31/32” 4-1/16” 3-15/16” 2-15/32” 4-19/32”
SBRL10T 10T 8-10T 17-3/8” 5-7/8” 5-1/4” 3-3/8” 6-11/32”
* Capacity based on 5:1 safety factor.
Sandwich Panel Erection Anchor Reinforcement*
Panel Thickness Reinforcement Required
Tons Panel
Thickness
Bottom
Thickness Insulation Thickness Top
Rebar Size Rebar
Length
Bend Req.
Bottom Bend Req.
4T 8” 3” 2” 3” #3 2’-6” No No
4T 8” 4” 2” 2” #3 2’-6” No Yes
4T 6” 2” 2” 2” #3 7’-0” Yes Yes
8T 8” 3” 2” 3” #5 3’-6” No Yes
8T 8” 4” 2” 2” #5 5’-6” No Yes
* Capacity based on 4:1 safety factor in 4,500 psi concrete.
Note: The bail, if positioned below the ring clutch, as shown, may lock itself in a position preventing free movement of the unit. In this position the bail
might bend during lift. As the panel is lifted the clutch may bend. As the panel reaches a more vertical position the clutch will unlock itself resulting in an
impact load.
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
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Cable Lifter
A length of chain or cable, attached to a standard Ring-Lift
Lifter, simplifies difficult “rotate-to-vertical” situations. Once
in the locking position and supporting the full load, the ring
clutch cannot be inadvertently released.
Both the Chain Lifter and Cable Lifter attach quickly and lift
smoothly. The capacity of the Chain Lifter and Cable Lifter
are designed to match the standard Ring-Lift Lifter rating,
based on a 5:1 safety factor.
Recess Former – Reusable Urethane
The Recess Former is used with any of the Ring-Lift anchors. It
provides a fast and accurate void, with a consistent shape for
smooth lifter attachment. The former is made with a durable
urethane for easy stripping and reusability.
A former is used when a hole in the formwork is undesirable. A
mounting plate with four 3/16″ diameter holes is used to fasten
the anchor and former to the formwork by nailing, screwing,
welding, or taping.
The anchor and former are attached to the mounting plate by
sliding the assembly over the two protruding pins on the plate.
Recess Former – Reusable Urethane
P/N Clutch ID Ring-Lift Cable Lifter
Load
Range
Length
(L)
Height
(H)
WIidth
(W) Slot (A) Spacing
(B)
Hole Dia
(C)
P/N Clutch ID Load
Range
Total
Length
Loop
Length
SBRLF1T 2.5T 1T 3-3/4” 1-15/16” 1-11/16” 3/16” 1-1/16” 0.406”
SBRLF2T 2.5T 2T-2.5T 3-3/4” 1-15/16” 1-11/16” 3/8” 1-1/16” 0.406”
SBRLCL25T 2.5T 2-2.5 Tons 24-1/2” 7”
SBRLF5T 5T 4T-5T 4-7/8” 2-1/4” 2-3/16” 5/8” 1-3/8” 0.406”
SBRLCL5T 5T 4-5 Tons 26-1/2” 9”
SBRLF10T 10T 8T-10T 6-1/2” 3-1/4” 3-1/2” 3/4” 1-15/16” 0.406”
SBRLCL10T 10T 8-10 Tons 37-1/2” 10-1/2”
Each former has two optional connections; one coil thread and one NC thread.
* Capacity based on 5:1 safety factor.
Ring-Lift Chain Lifter
P/N Clutch ID SBRLCHL25T SBRLCHL5T SBRLCHL10T 2.5T 5T 10T Load
Range
Total
Length
Recess Former – Disposable Plastic
2-2.5 Tons 14-1/2”
4-5 Tons 18”
8-10 Tons 29-1/2”
* Capacity based on 5:1 safety factor.
The Recess Former is used with any of the Ring-Lift anchors. It
provides a fast and accurate void, with a consistent shape for
smooth lifter attachment. The former is made with a durable
urethane for easy stripping and reusability
Ring-Lift Lifter Safety Inspection Guidelines
1. Inspection – Always inspect newly purchased/received Lifters. Always inspect Lifters before each applica-
tion. Always inspect the overall appearance for bends, kinks or other obvious damage.
2. Maintenance – Always inspect Lifters for bends, kinks, stress fractures, extreme wear or missing components
after each application. Always check the bail and handle for smooth rotation from the closed to open posi-
tion. Chain links should be inspected for weld fractures and cables should be inspected for raveling/rup-
tures.
3. Damage – If the chain, cable, crimp, or lifter is damaged, then it must be immediately segregated/removed
from service. Any replacement part must be an equivalent (or larger) size and capacity. It should be re-
placed, tested and certified for load equal to 5 times the rated load.
Product specifications are subject to change without notice. Recess Former – Disposable Plastic
P/N Clutch ID Load
Range Color
SBRLDF2T 2.5T 2-2.5 Tons Green
SBRLDF4T 5T 4-5 Tons Orange
SBRLDF8T 10T 8-10 Tons Blue
Product specifications are subject to change without notice.
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Recess Former – Reusable Steel
• Use with Ring-Lift anchors
• Fast, accurate installation that forms consistent shape
around the anchor for better lifter attachment
Mounting Plate
• Two pins align the Recess Former
• Allows for easy stripping and multiple reuse
Mounting Plate
Recess Former – Reusable Steel*
P/N Capacity Clutch ID Pin Diameter
SBRFFP12T 2T 2.5T 0.406”
P/N Capacity Clutch ID
SBRFFP34T 4T 5T 0.406”
SBRLSFH2T 2T 2T
SBRFFP68T 8T 10T 0.406”
SBRLSFH4T 4T 5T
SBRLSFH8T 8T 10T
* Complete Recess Former assembly.
Steel Wedge Only*
P/N Capacity Clutch ID
SBRLSFW2T 2T 2T
SBRLSFW4T 4T 5T
Magnet Plates
• Reusable magnet for fastening transport anchors
• Magnet securely holds the lifting device
• Easily attached to any location along forming side rail
• Can be quickly removed, repositioned and reused
SBRLSFW8T 8T 10T
* Used to lock anchor in place.
Magnet Plate
P/N Capacity Clutch ID
Foam Strip Only*
SBGB4049 2T-2.5T 2.5T
P/N Capacity Clutch ID L W T
SBGB4050 4T-5T 5T
SBRLSFW2T 2T 2T 3” 2” 1/4”
SBGB4051 8T-10T 10T
SBRLSFW4T 4T 5T 4” 2-1/2” 1/4”
SBRLSFW8T 8T 10T 6” 3” 1/4”
* Used to lock Steel Wedge and anchor in place.
Mounting Bolt and Wing Nut
Fastens Recess Former and Mounting Plate to form face.
Mounting Bolt and Wing Nut
P/N Capacity Clutch ID L Coil
Thread
1T 2.5T 6-3/8” 3/8“
SBAFR3863812TC
2T 2.5T 6-3/8” 3/8“
4T 5T 6-3/8” 3/8“
SBAFR12638810TC 8T 10T 6-3/8” 1/2“
Product specifications are subject to change without notice. Product specifications are subject to change without notice.
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Uni-Lift System
Edge-Lift Shear Bar
Lifter
Magnet Plate w/Recess Former
Mounting Bolt and Wing Nut w/Plate
Mounting Plate
Recess Former – Urethane
Uni-Eye Anchor
Uni-Lift Anchor
Uni-Lift Lifter
69
70
68
67
68
67
66
62
70
60 61
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Uni-Lift Anchor
The steel Uni-Lift Anchor remains ductile at low temperatures, making this
anchor safe to use, even in freezing conditions. Each anchor is clearly marked
for size and capacity.
The large, specially-formed head, provides more contact area, yet still fits most
existing and commonly used lifting hardware. Anchors are sampled, examined
and tested for conformance to specifications.
When using Uni-Lift Anchors in a face lift application, the capacity is determined
by the full shear cone, the mechanical strength of the anchor, or in some cases,
induced stresses.
Uni-Lift Anchor*
Safe Working Load (SWL) in Concrete**
P/N Anchor
Size
Former
Size
Lifter
Size T x Length Capacity
@ 1,500
psi
@ 2,500
psi
@ 3,500
psi
@ 5,000
psi
SBULA382.5G
1T x 2-1/2” 2,000 lbs 1,658 lbs 2,000 lbs 2,000 lbs 2,000 lbs
SBULA383.375G 1T 1T 1-1.3T
1T x 3-3/8” 2,000 lbs 2,000 lbs 2,000 lbs 2,000 lbs 2,000 lbs
SBULA384.75G 1T x 4-3/4” 2,000 lbs 2,000 lbs 2,000 lbs 2,000 lbs 2,000 lbs
SBULA9162.187G
2T x 2-3/16” 4,000 lbs 1,559 lbs 2,013 lbs 2,382 lbs 2,847 lbs
SBULA9162.5 2T x 2-1/2” 4,000 lbs 1,803 lbs 2,328 lbs 2,754 lbs 3,292 lbs
SBULA9162.75 2T x 2-3/4” 4,000 lbs 2,006 lbs 2,590 lbs 3,065 lbs 3,663 lbs
SBULA9163.375G 2T 1.5-2T 1.5-
2.5T
2T x 3-3/8” 4,000 lbs 2,546 lbs 3,286 lbs 3,888 lbs 4,000 lbs
SBULA9164.75G 2T x 4-3/4” 4,000 lbs 3,874 lbs 4,000 lbs 4,000 lbs 4,000 lbs
SBULA9165.5G 2T x 5-1/2” 4,000 lbs 4,000 lbs 4,000 lbs 4,000 lbs 4,000 lbs
SBULA9166.75G 2T x 6-3/4” 4,000 lbs 4,000 lbs 4,000 lbs 4,000 lbs 4,000 lbs
SBULA91611G 2T x 11” 4,000 lbs 4,000 lbs 4,000 lbs 4,000 lbs 4,000 lbs
SBULA343.75G
4T x 3-3/4” 8,000 lbs 3,201 lbs 4,133 lbs 4,890 lbs 5,844 lbs
SBULA344.25G 4T x 4-1/4” 8,000 lbs 3,697 lbs 4,773 lbs 5,647 lbs 6,749 lbs
SBULA344.75G 4T x 4-3/4” 8,000 lbs 4,216 lbs 5,443 lbs 6,440 lbs 7,697 lbs
SBULA345.5G 4T 4T 3-5T
4T x 5-1/2” 8,000 lbs 5,036 lbs 6,502 lbs 7,693 lbs 8,000 lbs
SBULA347.125G 4T x 7-1/8” 8,000 lbs 6,974 lbs 8,000 lbs 8,000 lbs 8,000 lbs
SBULA349.5G 4T x 9-1/2” 8,000 lbs 8,000 lbs 8,000 lbs 8,000 lbs 8,000 lbs
SBULA3413.375G 4T x 13-3/8” 8,000 lbs 8,000 lbs 8,000 lbs 8,000 lbs 8,000 lbs
SBULA118412G
8T x 4-1/2” 16,000 lbs 4,210 lbs 5,435 lbs 6,431 lbs 7,687 lbs
SBULA1184.75G 8T x 4-3/4” 16,000 lbs 4,478 lbs 5,781 lbs 6,840 lbs 8,175 lbs
SBULA1186.75G 8T 8T 6-10T
8T x 6-3/4” 16,000 lbs 6,807 lbs 8,788 lbs 10,398 lbs 12,428 lbs
Uni-Lift Anchor Thin-Wall Installation:
Uni-Lift Anchors in thin wall applications must be properly positioned to avoid reduced load capacities. Anchors
must be accurately positioned along the center line of the wall using spacers or rebar ties.
The Safe Working Load (SWL) tension (see table) is based on two or more anchors in thin walls, where the
spacing between anchors is less than 4 x L, and the minimum corner distance is 2 x L (L= anchor length).
As with all Uni-Lift Anchor applications, the anchor must be located along the center line. The critical wall thick-
ness will be 2 x L and the SWL must be reduced to that wall thickness.
When multiple anchors are used in thin walls, caution must be exercised to prevent anchor shear cones from
overlapping. Using a spacing of 4L between anchors will prevent overlap and maximize tensile capacity (see
table).
Proper positioning is extremely important. If the Uni-Lift Anchor foot is not in center, the SWL must be reduced
to the critical wall thickness. Multiply the table values by the reduction factor to determine the allowable load.
SBULA11810G 8T x 10” 16,000 lbs 11,233 lbs 14,501 lbs 16,000 lbs 16,000 lbs
SBULA11813.375G 8T x 13-3/8” 16,000 lbs 16,000 lbs 16,000 lbs 16,000 lbs 16,000 lbs
SBULA11210G
16/20T x 10” 40,000 lbs 11,770 lbs 15,196 lbs 17,980 lbs 21,490 lbs
SBULA11215G 20T 20T 12-
20T
16/20T x 15” 40,000 lbs 22,657 lbs 29,250 lbs 34,609 lbs 40,000 lbs
SBULA11220G 16/20T x 20” 40,000 lbs 35,983 lbs 40,000 lbs 40,000 lbs 40,000 lbs
SBULA211G
25T 32T 25-
32T
25T x 9-7/8” 50,000 lbs 12,286 lbs 15,861 lbs 18,767 lbs 22,431 lbs
SBULA220G 25T x 19-5/8” 50,000 lbs 32,691 lbs 42,204 lbs 49,936 lbs 50,000 lbs
* Minimum distance between anchors is 4x the embedded depth. Minimum edge distance is 1.5x the embedded depth.
* To order domestic product, add “D” at the end of the part number i.e. SBULA382.5DG
** Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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1 Ton Anchor*
8 Ton Anchor*
Ton x
Length Critical Wall
Thickness
Actual Edge
Thickness
Actual Corner Distance**
6 in. 12 in. 18 in. 24 in. 30 in.
2-1/2” 1-1/4” 1,000 lbs 1,200 lbs 1,300 lbs 1,300 lbs 1,300 lbs
2-3/4”” 1-3/8” 1,100 lbs 1,300 lbs 1,400 lbs 1,400 lbs 1,400 lbs
1 Ton x
4-3/4”
Ton x
Length 8 Ton x
6-3/4”
Critical Wall
Thickness
Actual Edge
Thickness
Actual Corner Distance**
10 in. 15 in. 20 in. 24 in. 30 in.
4-3/4” 2-3/8” 3,000 lbs 3,300 lbs 3,600 lbs 3,700 lbs 3,700 lbs
5” 2-1/2” 3,200 lbs 3,500 lbs 3,800 lbs 3,900 lbs 3,900 lbs
3” 1-1/2” 1,200 lbs 1,400 lbs 1,600 lbs 1,600 lbs 1,600 lbs
6” 3” 3,800 lbs 4,200 lbs 4,600 lbs 4,700 lbs 4,700 lbs
3-1/2” 1-3/4” 1,400 lbs 1,700 lbs 1,800 lbs 1,800 lbs 1,800 lbs
7” 3-1/2” 4,500 lbs 4,900 lbs 5,400 lbs 5,500 lbs 5,500 lbs
4” 2” 1,600 lbs 1,900 lbs 2,000 lbs 2,000 lbs 2,000 lbs
8” 4” 5,100 lbs 5,600 lbs 6,100 lbs 6,200 lbs 6,500 lbs
4-1/2” 2-1/4” 1,800 lbs 2,000 lbs 2,000 lbs 2,000 lbs 2,000 lbs
10” 5” 6,300 lbs 6,900 lbs 7,500 lbs 7,700 lbs 7,700 lbs
* Minimum distance between anchors is 4x the embedded depth. Minimum edge distance is 1.5x the embedded depth.
** Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
* Minimum distance between anchors is 4x the embedded depth. Minimum edge distance is 1.5x the embedded depth.
** Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
8 Ton Anchor*
2 Ton Anchor*
Ton x
Length 2 Ton x
6-3/4”
Critical Wall
Thickness
Actual Edge
Thickness
Actual Corner Distance**
6 in. 12 in. 18 in. 24 in. 30 in.
3” 1-1/2” 1,700 lbs 1,800 lbs 2,000 lbs 2,200 lbs 2,200 lbs
Ton x
Length 8 Ton x 13-
3/8”
Critical Wall
Thickness
Actual Edge
Thickness
Actual Corner Distance**
12 in. 18 in. 24 in. 36 in. 45 in.
5” 2-1/2” 4,500 lbs 5,500 lbs 5,900 lbs 6,500 lbs 7,000 lbs
6” 3” 5,500 lbs 6,500 lbs 7,100 lbs 7,800 lbs 8,000 lbs
3-1/4” 1-5/8” 1,900 lbs 2,000 lbs 2,200 lbs 12,500 lbs 13,200 lbs
7” 3-1/2” 6,500 lbs 7,600 lbs 8,300 lbs 9,100 lbs 10,000 lbs
3-1/2” 1-3/4” 2,000 lbs 2,200 lbs 2,400 lbs 14,400 lbs 15,100 lbs
8” 4” 7,300 lbs 8,700 lbs 9,500 lbs 10,800 lbs 11,500 lbs
4” 2” 2,300 lbs 2,500 lbs 2,700 lbs 3,000 lbs 3,000 lbs
10” 5” 9,100 lbs 11,000 lbs 12,000 lbs 13,500 lbs 14,000 lbs
5” 2-1/2” 2,900 lbs 3,100 lbs 3,400 lbs 3,700 lbs 3,700 lbs
12” 6” 11,000 lbs 13,000 lbs 14,200 lbs 16,000 lbs 16,000 lbs
6” 3” 3,500 lbs 3,700 lbs 4,000 lbs 4,000 lbs 4,000 lbs
* Minimum distance between anchors is 4x the embedded depth. Minimum edge distance is 1.5x the embedded depth.
** Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
* Minimum distance between anchors is 4x the embedded depth. Minimum edge distance is 1.5x the embedded depth.
** Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
16/20 Ton Anchor*
4 Ton Anchor*
Ton x
Length Critical Wall
Thickness
Actual Edge
Thickness
Actual Corner Distance**
Ton x
Length Critical Wall
Thickness
Actual Edge
Thickness
Actual Corner Distance**
12 in. 18 in. 24 in. 36 in. 45 in.
6-1/2” 3-1/4” 7,000 lbs 9,000 lbs 10,500 lbs 11,500 lbs 12,200 lbs
10 in. 15 in. 20 in. 24 in. 30 in.
7” 3-1/2” 8,000 lbs 10,000 lbs 11,500 lbs 12,500 lbs 13,200 lbs
3-3/4” 1-7/8” 2,900 lbs 3,200 lbs 3,400 lbs 3,500 lbs 3,800 lbs
20 Ton x 20”
8” 4” 9,200 lbs 11,200 lbs 13,000 lbs 14,400 lbs 15,100 lbs
4 Ton x
9-1/2”
4” 2” 3,100 lbs 3,400 lbs 3,600 lbs 3,800 lbs 4,000 lbs
10” 5” 11,500 lbs 14,300 lbs 16,000 lbs 18,000 lbs 19,000 lbs
5” 2-1/2” 3,800 lbs 4,300 lbs 4,600 lbs 4,800 lbs 5,100 lbs
12” 6” 14,000 lbs 17,300 lbs 20,000 lbs 21,500 lbs 22,800 lbs
6” 3” 4,600 lbs 5,200 lbs 5,500 lbs 5,700 lbs 6,100 lbs
14” 7” 16,200 lbs 20,200 lbs 23,000 lbs 25,000 lbs 26,600 lbs
7” 3-1/2” 5,400 lbs 6,000 lbs 6,400 lbs 6,700 lbs 7,200 lbs
8” 4” 6,200 lbs 6,900 lbs 7,300 lbs 7,600 lbs 8,000 lbs
* Minimum distance between anchors is 4x the embedded depth. Minimum edge distance is 1.5x the embedded depth.
** Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
* Minimum distance between anchors is 4x the embedded depth. Minimum edge distance is 1.5x the embedded depth.
** Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Uni-Eye Anchor with Rebar
The Uni-Eye Anchor with Rebar is used in conjunction
with the segment reinforcing. A bar is installed through
the anchor to develop deep tensile action. This
combination allows anchors to develop greater working
loads when used in thin concrete wall sections.
Recess Former
This Recess Former has a threaded hole plate located in the top
for installation of a threaded stud that can be removed before
form stripping. After removing the threaded stud, the concrete
element is removed from the forms with the stripping anchors.
The reusable urethane Recess Former can then be removed to
expose the anchor.
Recess Former
P/N Anchor
Size
Shank
(D)
Head
(H)
SBRRF1T 1T 3/8” 11/16” 1 3/8” SBRRF2T 2T 9/16” 31/32” SBRRF4T 4T 3/4” 1-11/32” Uni-Eye Anchor with Rebar
SBRRF8T 8T 1-1/8” 1-7/8” P/N Load
Rating
Length
(L)
Min Panel
Thickness
Min Corner
Distance
Min Anchor
Spacing*
Tension w/
Rebar**
SBRRF16/20T 16/20T 1-1/2” 2-3/4” SBRRF25T 25T 2” 3-15/32” Foot
(F)
1-3/8 2-3/4 3-7/8 5-5/16 Cover
(C)
7/16” 9/16” 9/16” 9/16” Width
(A)
Height
(B)
2-3/8” 1-3/16”
3” 1-9/16”
2 9/16” 3-3/4” 1-7/8”
4-3/4” 2-5/16”
6-3/8” 3-1/8”
8” 4”
SBULEA1TG 1T 2-5/8” 3” 8” 16” 2,000 lbs
SBULEA2TG 2T 3-1/2” 3” 4” 8” 4,000 lbs
SBULEA4TG 4T 4-3/4” 4” 6” 12” 8,000 lbs
SBULEA8T434G 8T 4-3/4” 5” 8” 16” 16,000 lbs
SBULEA8TG 8T 7-1/8” 5” 8” 16” 16,000 lbs
SBULEA16TG 16T 9-7/8” 6-1/2” 10” 18” 32,000 lbs
SBULEA25TG 25T 12” 7-7/8” 12” 24” 50,000 lbs
Mounting Bolt and Wing Nut with Plate
Supplied as part of rubber former with permanent threaded stud.
Available as a replacement part. Made with NC threads and
welded to plate at bottom of stud.
* Anchors must be centered when installed. Deviation will result in a reduced Safe Working Load..
** Safe Working Load (SWL) based on 4:1 safety factor with Tension Bar in 2,000 psi concrete minimum.
Mounting Bolt and Wing Nut with Plate
P/N Anchor
Size
Clutch
ID
Length
(W)
Bolt
(D)
Width
(W)
Height
(H)
SBFP1TWN 1T 1.3T 6-3/8” 5/16-18 NC 1.187” 0.500”
SBFP2TWN 2T 2.5T 6-3/8” 5/16-18 NC 1.500” 0.781”
Tension Bar
SBFP4TWN 4T 5T 6-3/8” 5/16-18 NC 1.875” 1.000”
Load
Rating
Rebar
Grade 60
Overall
Length (L) Spread (L) Radius (R)
Bending
SBFP8TWN 8T 10T 6-3/8” 3/8-16 NC 2.343” 1.187”
SBFP16/20TWN 16/20T 15-20T 6-3/8” 1/2-13 NC 3.031” 1.562”
1T #3 36” 12” 3/4”
SBFP25TWN 25T 32T 6-3/8” 5/8-11 NC 3.031” 1.562”
2T #3 24” 6” 1-1/4”
4T #5 24” 7” 2”
8T #6 48” 9” 2-1/2”
16T #8 86” 12” 3”
25T #10 100” 16” 4”
Recess Former with Mounting Bolt and Wing Nut
Rubber recess former with wing nut has a permanent threaded
stud with one wing nut to tighten securely against form. The
threaded stud is not removable and the form must be stripped
before the anchor can be exposed for lifting
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Mounting Plate
The Mounting Plate is used to accurately position the
Recess Former and anchor in the precast form.
Mounting Plate Only
P/N Anchor
Size
Clutch
ID Bolt Dia
Edge-Lift Shear Bar
When lifting a panel with an anchor in the panel edge
from horizontal to vertical, Edge-Lift Shear Bars must
be used. Without shear bars the load will likely bend
the anchor head, allowing the Lifter to apply the load
to the concrete above the anchor, which is very weak.
The shear bars transfer a portion of the load back into
the anchor and lower concrete area.
SBUFFP1T 1T 1.3T 5/16-18 NC
SBUFFP2T 2T 2.5T 5/16-18 NC
Edge-Lift Shear Bar
SBUFFP4T 4T 5T 5/16-18 NC
SBUFFP8T 8T 10T 3/8-16 NC
P/N Anchor
Size
Length
(L)
Width
(W)
Height
(H)
SBUFFP16T 16T 15-20T 1/2-13 NC
SBUSB1T 1T 8” 2-3/8” 2-1/2”
SBUFFP25T 25T 32T 5/8-11 NC
SBUSB2T 2T 8” 3” 3”
SBUSB4T 4T 12” 3-3/4” 3-3/4”
SBUSB8T 8T 14” 4-3/4” 3-3/4”
Magnet Plate and Recess Former
• Reusable magnet for fastening anchors
• Magnet securely holds the lifting device
• Easily attached to any location along steel forming side rail
• Can be quickly removed, repositioned and reused
Edge-Lift Shear Bar Load
Anchor
Size
Min.
Anchor
Length
Min. Wall
Thickness
Top Edge
Distance
Min
Corner
Distance
Shear*
6-3/4” 4” 2-1/2” 18” 3,000 lbs
2T
6-3/4” 5” 3” 24” 3,200 lbs
6-3/4” 6” 3-1/2” 24” 3,500 lbs
9-1/2” 6” 3-1/2” 24” 3,500 lbs
4T
9-1/2” 7” 4” 24” 4,000 lbs
13-3/8” 7” 4” 24” 4,500 lbs
8T
13-3/8” 8” 4-1/2” 24” 5,000 lbs
* Safe Working Load (SWL) based on 4:1 safety factor in 4,500 psi concrete.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Uni-Lift Lifter
The Uni-Lift Lifter is specially-designed with a T-shaped slot that
captures the anchor head.
The bail is a solid steel plate with a large hole to attach a cable
clevis. The bail rotates from front to back in the lifting body. This
action is an advantage over other systems as rigging does not
need to be reversed when rotating a panel up and down.
All Uni-Lift Lifters are proof loaded to 2.5x the Safe Working Load
(SWL) and marked with an individual ID number in compliance
with OSHA regulations.
SureBuilt recommends regular inspection to identify excessive
wear, damage, loading, misuse, modification or other factors
which may affect lifting performance.
Under no circumstances should user modify, heat, weld or grind
any part of the lifting hardware.
Easy-Lift System
Anchor 500
Cable Loop Anchors
Magnet Plate
Mounting Plate
Recess Former – Urethane
Recess Former – Anchor 500
Utility Anchor
Utility Anchor w/Snap Wires
77
78
76
76
74
77
74
75
Uni-Lift Lifter
P/N Lifter ID A B C D E F G Capacity*
SBUL1.3T 1-1.3 T 1.87” 2.95” 2.80” 2.20” 2.17” 1.30” 6.48” 2,850 lbs
SBUL2.5T 2-2.5 T 2.52” 3.86” 3.35” 2.68” 2.76” 1.65” 8.09” 5,500 lbs
SBUL5T 3.0-5.0 T 2.76” 4.65” 3.45” 3.46” 3.39” 2.24” 9.33” 11,000 lbs
SBUL10T 6.0-10.0 T 3.74” 10.24” 4.76” 4.41” 4.61” 2.87” 13.72” 22,000 lbs
SBUL20T 12.0-20.0 T 4.65” 7.32” 5.91” 5.98” 6.10” 4.33” 17.36” 44,000 lbs
SBUL32T 25.0-32.0 T 6.89” 10.59” 7.44” 7.68” 8.43” 6.02” 22.99” 70,000 lbs
* Safe Working Load (SWL) based on 5:1 safety factor in 3,500 psi concrete.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Easy-Lift System
Economical alternative for stripping, handling, and setting panels
Versatile system – applicable to any precast element, can be used as pulling iron or lifting and pulling iron.
High strength – Up to 6 Tons (12,000 lb) Tension SWL with an approximate 4:1 safety factor.
Easy to install and use. Utilizes reusable rubber recess former – one size plug fits all anchor sizes.
Used with a standard hook or clevis – no special lifting hardware required.
Eliminates “through holes” in the precast element.
The Easy Lift Utility Anchor Lifting System is designed to economically simplify the lifting and handling of pre-
cast concrete elements. Its economics, ease of use and versatility will be a welcome addition to your precast
operations.
The Easy Lift can be utilized for removing the precast elements from their forms, handling the elements in the
precast yard, loading for shipment and unloading and placement at the job site – all without any special lifting
equipment or hardware. Use a standard hook or clevis to connect to the Utility Anchor for a safe lift.
An added benefit is a design feature that enables the unit to be used effectively as a pulling iron.
Easy-Lift Anchor Placement
Placement of the Easy Lift anchor is dependent on the
structural shape of the precast unit and/or the precast
manufacturer’s preference.
The anchors are not designed for thin edge installations.
Always maintain minimum edge distances and adjust
anchor capacities if concrete strengths other than those
noted in the capacity chart are encountered.
Wet-Setting
1. Assemble Easy Lift anchor with steel plate and nut and
bolt assembly OR assemble Easy Lift anchor with wet-
set plate
inserted into holes.
2. Use duct tape to seal cavities in the setting plug.
3. Work the assembly down into the wet concrete until
the top surface of the plug is flush with the surface of
the concrete or use floating plate.
Through-Form Setting
1. Assemble recess former and Easy Lift anchor.
2. Insert holding coil rod through panel and line up for-
mer.
3. Finger tighten the holding rod and lock in place with
the corresponding wing nut.
In-Form Setting
1. Assemble recess former and Easy Lift anchor.
2. Affix reusable mounting plate (nail, weld or double-
sided tape) to form.
3. Push former onto the holding plate firmly against the
panel.
Caution: It is recommended when installing anchors to align recess formers with intended loading direction of cables (see drawing).
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Easy-Lift Utility Anchor
The Easy-Lift Utility Anchor is an efficient and economical way to handle
precast segments. The 0.450 and 0.670 legs, in combination with the
slab thickness, provide the necessary capacity for typical concrete
shapes.
The anchor is always used in combination with a Recess Former. The
former creates a void in the concrete for subsequent hooking and han-
dling.
Easy-Lift Utility Anchor with Snap Wires
Easily attaches to wire mesh for side or vertical mounting
• Ideal for handling concrete pipes
• Available in .670 or .450 wire diameter
• Use with Easy Lift 670 green or 450 orange rubber former
Easy-Lift Utility Anchor with Snap Wire
Easy-Lift Utility Anchor
P/N Thickness A* B F G Shear** Tension**
P/N Thick-
ness
A* B F G Shear** Tension**
SBUA450318 4” 3-1/8” 5.281 0.450 1.375 1,800 lbs 1,200 lbs
SBUA450318SW 4” 3-1/8” 5.281 0.450 1.375 1,800 lbs 1,200 lbs
SBUA450334 4-1/2” 3-3/4” 6.000 0.450 1.375 6,500 lbs 3,000 lbs
SBUA450334SW 4-1/2” 3-3/4” 6.000 0.450 1.375 6,500 lbs 3,000 lbs
SBUA450434 5-1/2” 4-3/4” 7.122 0.450 1.375 8,000 lbs 4,000 lbs
SBUA450434SW 5-1/2” 4-3/4” 7.122 0.450 1.375 8,000 lbs 4,000 lbs
SBUA450634 8” 6-3/4” 9.375 0.450 1.375 9,000 lbs 5,000 lbs
SBUA450634SW 8” 6-3/4” 9.375 0.450 1.375 9,000 lbs 5,000 lbs
SBUEL4 4” 3-1/8” 5.300 0.670 1.340 2,500 lbs 2,000 lbs
SBUEL4SW 4” 3-1/8” 5.300 0.670 1.340 2,500 lbs 2,000 lbs
SBUEL412 4-1/2” 3-3/4” 6.800 0.670 1.340 7,500 lbs 4,800 lbs
SBUEL412SW 4-1/2” 3-3/4” 6.800 0.670 1.340 7,500 lbs 4,800 lbs
SBUEL512 5-1/2” 4-3/4” 7.400 0.670 1.340 10,000 lbs 7,200 lbs
SBUEL512SW 5-1/2” 4-3/4” 7.400 0.670 1.340 10,000 lbs 7,200 lbs
SBUEL8 8” 0.670 1.340 13,500 lbs 6-3/4” 10.000 * Minimum edge distance in any direction is 2x anchor height.
* To order domestic product, add “D” at the end of the part number i.e. SBUA450318D
** Safe Working Load (SWL) based on 4:1 safety factor in 4,000 psi concrete.
Note: When the Easy-Lift Utility Anchor is used as a pulling iron, the SWL can be increased by 33%.
Easy-Lift Recess Former – Urethane
The Recess Former is used with any of the Ring-Lift anchors. It provides
a fast and accurate void, with a consistent shape for smooth lifter attach-
ment. The former is made with a durable urethane for easy stripping and
reusability.
A former is used when a hole in the formwork is undesirable. A mount-
ing plate with four 3/16” diameter holes is used to fasten the anchor and
former to the formwork by nailing, screwing, welding, or taping.
The anchor and former are attached to the mounting plate by sliding the
assembly over the two protruding pins on the plate.
12,000 lbs
SBUEL8SW 8” 6-3/4” 10.000 0.670 1.340 13,500 lbs 12,000 lbs
*
Minimum edge distance in any direction is 2x anchor height.
* To order domestic product, add “D” at the end of the part number i.e. SBUA450318SWD
**
Safe Working Load (SWL) based on 4:1 safety factor in 4,000 psi concrete
Easy-Lift Recess Former
P/N Anchor Dia. Color C D E
SBUAF450 .450 Orange 8” 3” 3-1/4”
SBUELF670 .670 Green 10” 3” 3-1/4”
SBELF670L .670 Black 10” 3” 3-1/4”
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Mounting Plate
Two pins align the Recess Former
Allows for easy stripping and multiple reuse
Mounting Plate
Easy-Lift Anchor 500
Applications
Ideal for flat concrete segments (ex. railroad crossings)
Suitable for wet-setting and through-form setting
P/N Type
SBRFFP68T Form Attachment
SBWRFFP68T Wet-Set Plate
Features
High-strength and quality material
Compatible with reusable Easy-Lift Former 500
Magnet Plate
Reusable magnet for fastening transport anchors
Magnet securely holds the lifting device
Easily attached to any location along forming side rail
Can be quickly removed, repositioned and reused
Benefits
Can be placed in panels with thickness of 5” and up
Galvanized finish for corrosion protection
Small 2” wide void, no patching needed
Handle with standard hook or clevis
Easy-Lift Anchor 500
Magnet Plate
P/N Wire Dia Width Length Tension
P/N Length
SBELA500 1/2” 3” 4-1/2” 3,500 lbs
SBGB4055 10”
Mounting Bolt and Wing Nuts
Fastens Recess Former and Mounting Plate to form
face.
Recess Former – Anchor 500
P/N Wire Dia Width Length Color
SBELF500 1/2” 2” 6-1/2” Blue
Mounting Bolt and Wing Nuts*
P/N Thread (D) Length
SBAFR12638810TC 1/2” Coil 6-3/8”
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Cable Loop Anchor
The Cable Loop Anchor is an efficient and economi-
cal method for handling precast concrete, including
beams, ballast and walls.
• Ideal for precast concrete units with unexposed
sides after lifting
• Capacities from 0.8 tons to 25 tons
• Protruding loops can be cut off or covered in
concrete
Cable Loop Anchor*
P/N Load Length B H D Tag Color Tension**
SB8WRA 0.8 Tons 21” 3-3/4” 8” 0.236” White 1,600 lbs
Accessories
Anchor Rail
Bearing Pads
C-Connector
Chord Connector
Column Base Connector
Edge Connector
Edge Protector – Plastic
FRP Truss
M-Connector
Maximum Strength GFRP Rebar
Plastic Chairs
Shims – Plastic
Slab Bolster – Plastic
Slant Anchor
Wall Base Connector
Wire Truss
80
81
89
82
83
86
91
88
89
92
90
91
91
85
84
87
SB12WRA 1.2 Tons 24” 4” 9” 0.276” Red 2,400 lbs
SB16WRA 1.6 Tons 26” 5” 10” 0.315” Purple 3,200 lbs
SB20WRA 2.0 Tons 31” 5-1/4” 12” 0.354” Green 4,000 lbs
SB25WRA 2.5 Tons 32-1/2” 5-1/2” 13” 0.394” Dark grey 5,000 lbs
SB40WRA 3.8 Tons 37” 6-1/2” 14-1/2” 0.472” Yellow 7,600 lbs
SB50WRA 5.0 Tons 38” 7” 15” 0.551” Dark blue 10,000 lbs
SB63WRA 6.3 Tons 44” 9-1/4” 16-1/2” 0.630” Light blue 12,600 lbs
SB80WRA 8.0 Tons 51” 9-1/4” 19” 0.709” Light grey 16,000 lbs
SB99WRA 9.9 Tons 55-1/2” 10-1/4” 21” 0.787” Pink 19,800 lbs
SB120WRA 12.0 Tons 60” 11” 23” 0.866” Black 24,000 lbs
SB160WRA 16.0 Tons 71” 12-3/4” 26” 1.024” Brown 32,000 lbs
SB180WRA 18.0 Tons 79” 15” 29-1/2” 1.102” Orange 36,000 lbs
SB250WRA 25.0 Tons 89’” 15-3/4” 33-1/2” 1.260” Tan 50,000 lbs
*
**
Recommended embedment is 2/3H to develop full working load.
Safe Working Load (SWL) based on 4:1 safety factor in 4,000 psi concrete
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Anchor Rail HD
The durable steel Anchor Rail HD provides a connecting channel in reinforced
concrete. The channel is included in the forming plans and foam-filled to protect
it during concrete placement. The foam is easily removed before positioning the
subsequent anchors.
T-Straps and Bolt Straps fit into the Anchor Rail HD channel and move
anywhere along the length of the rail. The straps are used to anchor pipe
supports, electrical chases and mechanical equipment. The channel and straps
support loads up to 3,750 lbs at a 3:1 safety factor.
The galvanized Anchor Rail HD resists corrosion and withstands concrete
shrinkage or movement. It is ideal for installation in concrete compression and
tensile stress areas.
Bearing Pad
A unique combination of compressive strength, tear
resistance, and cold weather flexibility makes this
an exceptional material for concrete-to-concrete and
concrete-to-steel bearing pads.
Typical applications for the Bearing Seat include
precast concrete seats, shims, bumpers and
isolators. The material is available in lengths up to
48”, widths up to 48”, and thicknesses from 1/4” to 1”,
to meet project specifications.
Anchor Rail HD – Properties
Load Capacity SWL* Wind Min Edge** Perpendicular Min Edge** Parallel
Pull-Out 11,250 lbs 3,750 lbs 5,000 lbs 3” 4”
Shear 11,950 lbs 4,000 lbs 4,000 lbs 3” 4”
Anchor Rail HD – Dimensions
Part No. A B C L
Bearing Pad Properties
SBARHD8G 2” 1-1/4” 5-1/4” 8”
Property Test Method Value
Hardness (Shore A) ASTM D-2240 80 +/- 5
T-Strap* – Plain or Galvanized
Tensile Strength ASTM D-2240-412 Die C 1,000 psi (+/- 10%)
Part No. Width Length Thickness Weight
SBARTS8 2” 8” 3/8” 1.7 lbs
Compression – Maximum Strength 10,000 psi
SBARTS10 2” 10” 3/8” 2.2 lbs
Compression – Initial Strength 40%
SBARTS12 2” 12” 3/8” 2.6 lbs
Tear Strength ASTM D-624 Die B 400 psi
* Strap must be installed by certified welder.
* Strap must be at right angle to rail to meet published capacity.
For Galvanized T-Strap, add “G” at end of
Part No.
Heat Aging – Change in Tensile ASTM D-573 25% Maximum
Heat Aging – Change in Elongation ASTM D-573 25% Maximum
Heat Aging – Change in Hardness ASTM D-471 10 Points Maximum
Bolt Strap* – Plain or Galvanized
Oil Swell (increase in volume) ASTM D-471 120% Maximum
Part No. Width Length Thickness Weight
SBARTRS8 2” 8” 3/8” 1.7 lbs
SBARTRS10 2” 10” 3/8” 2.2 lbs
SBARTRS12 2” 12” 3/8” 2.6 lbs
* Strap must be at right angle to rail to meet published capacity.
For Galvanized Bolt-Strap, add “G” at end of
Part No.
Rail Nut – Plain or Galvanized
Part No. Size SWL
SBARRN34NC 3/4” NC 4,900 lbs
For Galvanized Rail Nut, add “G” at end of
Part No.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Chord Connector
The Chord Connector assembly is tied to rebar at a
pre-engineered location, positioning the steel plate at
the edge of a precast element for later welding.
The plates of adjoining precast elements are welded
together to reinforce the structure. The minimum weld
length is 7” using a 3/8”x8” weld slug, in accordance
with American Welding Society (AWS) standards.
Chord Connector without Studs
Stainless Steel Chord Connector w/Studs
Column Base Connector
The pre-engineered assembly provides a moment
connection at column-to-base and column-to-column
locations. This bolted connection eliminates the need
for temporary bracing and saves time.
The Column Base Connector is designed for
common anchor bolt sizes. An integrated box-out
provides access at each bolt location. The plate and
rebar are matched to load specifications.
Each Column Base Connector includes a steel plate
(Grade 50) and rebar (A706) welded in accordance
with American Welding Society (AWS) standards. An
optional galvanized finish is also available.
Once the columns have been positioned and bolted,
the column base must be grouted to provide bearing
for the engineered load.
Site construction happens
quickly when columns are
immediately positioned and
bolted into place.
Chord Connector locations are pre-engineered
for optimal diaphragm reinforcement.
The Chord Connector is suitable for end-to-end and
edge-to-edge welding in single tees, double tees and
other precast elements.
Chord Connector* and Former (sold separately)
Part No. Description Rebar Capacity**
Column Base Connector*
SBCC12212 SB Chord Connector 1/2”x2”x12” #6 x30” 47,500 lbs
SBCC12212SS SB Chord Connector 1/2”x2”x12” SS #6 x30” 47,500 lbs
Type SBCBC34 SBCBC1 SBCBC114 SBCBC112
SBCC12212F SB Chord Connector Former — —
Base plate 3-1/2”x3-1/2” 4”x4” 5”x5” 7”x7”
Plate thickness 3/4” 1-1/4” 1-3/4” 2”
*
Capacity based on 5,000 psi concrete. Placement location must be approved by the Engineer of Record (EOR).
* To order domestic product, add “D” at the end of the part number i.e. SBCC12212D
Hole size 1-1/8” 1-3/8” 1-3/4” 2”
Rebar size/length #5 x33” #6 x42” #8 x52” #9 x70”
Shear (lbs) 9,500 17,000 27,000 47,000
Tension** (lbs) 19,000 34,000 54,000 95,000
Anchor bolt size 3/4”x16” 1”x17” 1-1/4”x20” 1-1/2”x30”
Anchor bolt F1554 Grade 55 Grade 55 Grade 55 Grade 90
* Moment connection must be approved by the Engineer of Record (EOR).
* To order domestic product, add “D” at the end of the part number i.e. SBCBC34D
**
Tension based on 6,000 psi concrete.
Reusable rubber former to accurately position Chord Connector in precast form.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Wall Base Connector
The pre-engineered assembly provides a moment
connection at wall-to-base and wall-to-wall locations.
This bolted connection eliminates the need for
temporary bracing and panel welding, saving time.
The Wall Base Connector is designed for common
anchor bolt sizes. An integrated box-out provides
access at each bolt location. The plate and rebar are
matched to load specifications.
Each Wall Base Connector includes a steel plate
(Grade 50) and rebar (A706) welded in accordance
with American Welding Society (AWS) standards. An
optional galvanized finish is also available.
Once the wall panels have been positioned and
bolted, the base must be grouted to provide bearing
for the engineered load.
Site construction
happens quickly
when wall panels
are immediately
positioned and
bolted into place.
Wall Base Connector*
Type SBWBC34 SBWBC1 SBWBC114 SBWBC112
Panel Base Connectors
The Panel Base Connector is easy to position and
fasten at the bottom edge of the form. It can be
placed in either a face-up or face-down orientation
depending on the forming and handling preference.
The high-strength, purpose designed drill-in 3/4”x10”
screw anchor provides an immediate and secure
connection when tightened. There is no grout set-up
or wait time.
The connection is centered in the concrete panel,
minimizing moment and eccentric forces in the
design, and resisting in-plane tension and out-of-
plane shear forces.
The connection provides a nominal capacity in
excess of 10 Kips for shear and tension, meeting the
applicable ACI requirements.
The relatively small access area is easy to grout,
providing complete embedment and encapsulation
for corrosion protection.
Meets ACI integrity requirements of ACI-318 -11
16.5.1.3(b) ACI318-14 16.2.4.3(b), ACI-318-19
16.2.4.3 (b), and ACI 551.2R-15 Chapter 8.
Panel Base Connector
10” PBC – P
Base plate 3-1/2”x3-1/2” 4”x4” 5”x5” 7”x7”
Plate thickness 3/4” 1-1/4” 1-3/4” 2”
Hole size 1-1/8” 1-3/8” 1-3/4” 2”
Rebar size/length #5 x33” #6 x42” #8 x52” #9 x70”
Panel Base Connector Kit
Shear (lbs) 9,500 17,000 27,000 47,000
Part No. Description
Tension** (lbs) 19,000 34,000 54,000 95,000
SBPBC34HD10KIT Panel Base Connector Kit w/ 3/4” x 10” Screw Anchor
Anchor bolt size 3/4”x16” 1”x17” 1-1/4”x20” 1-1/2”x30”
SBPBC34HD12KIT Panel Base Connector Kit w/ 3/4” x 12” Screw Anchor
Anchor bolt F1554 Grade 55 Grade 55 Grade 55 Grade 90
SBPBC10-PKIT 10” Panel Base Connector – P Kit w/ 3/4” x 10” Screw Anchor
* Moment connection must be approved by the Engineer of Record (EOR).
* To order domestic product, add “D” at the end of the part number i.e. SBWBC34D
**
Tension based on 6,000 psi concrete.
SBPBC12-PKIT 10” Panel Base Connector – P Kit w/ 3/4” x 12” Screw Anchor
* 12” Kit required when spacing between bottom of panel and footing is more than 2”.
* To order domestic product, add “D” at the end of the part number i.e. SBPBC34HD10KITD
* Patent No.: U.S. 11,891,790
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Edge Connector
The Edge Connector is a rebar-winged embed
designed for precast concrete applications. The rebar
“wing” is tied into the panel reinforcing steel, with the
“flat” positioned at the panel edge for later welding.
The rectangular “flat” on the Edge Connector
provides for a thicker, more reliable, field welding
surface between adjoining precast panels. The
rectangular shape exhibits greater weld strength, with
less variability, compared to typical round slugs.
The Edge Connector exhibits excellent performance
in Horizontal Shear, Tension and Vertical Shear,
making it suitable for precast concrete applications,
including parking garage floors, roof slabs, bridge
decks and industrial walls.
Edge Connectors are used to join adjacent precast.
Wire Truss
A precast sandwich panel consists of a bottom layer of
concrete, a middle layer of insulation, and a top layer of
concrete. The Wire Truss connects these layers into a
single, composite unit that is far more energy-efficient
than a solid, concrete-only panel.
Wire Truss has the resiliency to expand and contract
with the independent thermal-induced movements of
the inner and outer concrete layers. This maintains
the integrity of the panel and minimizes any thermal
transfer between layers.
The design of the concrete and insulation layers will
establish the overall panel thickness and truss spacing.
The panel thickness will indicate the height of the Wire
Truss. The truss spacing will determine the quantity
needed.
Wire Truss is used to connect the bottom and top
concrete layers in a precast “sandwich” panel. Foam
insulation is placed between the Wire Truss to create
an energy-efficient panel.
Wire Truss
Part No. Description
SBWT610M SB Wire Truss 6”x10’
Edge Connector
SBWT710M SB Wire Truss 7”x10’
Part No. Description Type Horizontal
Shear* Tension* Vertical
Shear*
SBWT810M SB Wire Truss 8”x10’
SBEC4R SB Edge Connector #4 w/1” Flange A706 3,020 lbs 7,210 lbs 16,250 lbs
SBWT910M SB Wire Truss 9”x10’
SBEC4RSS SB Edge Connector #4 w/1” Flange 2304SS 3,020 lbs 9,340 lbs 18,960 lbs
SBEC5R SB Edge Connector #5 w/1-1/2” Flange A706 6,390 lbs 11,740 lbs 27,680 lbs
* Consult SureBuilt Engineering for design calculations
* To order domestic product, add “D” at the end of the part
number i.e. SBWT610MD
SBEC5RSS SB Edge Connector #5 w/1-1/2” Flange 2304SS 6,390 lbs 12,590 lbs 32,670 lbs
Top Wire – Max .306 / Min .225 inch diameter
Bottom Wire – Max .306 / Min .225 inch diameter
Diagonal Wire – Max .243 / Min .192 inch diameter
The diagonal wire is welded at all the intersections of the
top and bottom wires.
* Ultimate load capacities.
* To order domestic product, add “D” at the end of the part number i.e. SBEC4RD
Edge Connector Former*
Wire Truss is easy to install. The truss can be pre-set or wet set with foam insulation. The insulation is placed between the lengths of truss, then sand-
wiched between the inside and outside concrete panels.
Part No. Description
SBEC4F SB Edge Connector Former #4 1” (Red)
SBEC5F SB Edge Connector Former #5 1-1/2” (Blue)
* Plastic Former accurately positions Edge Connector in form.
Edge Connector Former for
positioning.
Installation
1. Position bottom mesh, rebar and/or pre-stressed cables in the form and tie in wire truss at pre-determined spacing.
2. Place “bottom” concrete and raise wire truss to a vertical position. About 2/3 of the truss should be exposed.
3. Install the insulation board strips between the wire truss, pressing the board in and around the diagonal wires.
4. Position top mesh, rebar and or pre-stressed cables and tie to wire truss. Place “top” concrete to complete panel.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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FRP Truss – Precast
This FRP Truss – Precast develops strength and
rigidity from a fiber reinforced design. Foam insulation
is placed between lengths of FRP Truss and
sandwiched between the inside and outside concrete
panels to provide the following advantages:
•
•
•
•
•
Fiber reinforced material improves the thermal
efficiency of panels and reduces cold bridging.
Supports all working loads, including stripping,
handling, transportation, installation, and service.
Shape provides composite action between the
inside and outside concrete panels.
Durable and corrosion resistant material is 2.5
times stronger than steel and does not stain.
Adapts to locally available foam insulation
materials.
C-Connector
The C-Connector is used in insulated precast concrete
sandwich panels. The connectors are attached to
the rigid insulation at the required spacing, then the
assembly is placed and finished as part of the panel.
The wire (3 ga) C-Connector has an erection shear
value of 440 lbs and tension value of 580 lbs (based
on a safety factor of 3:1 in 3,000 psi concrete). The
minimum spacing around panel edges and openings
is 12”.
C-Connector
P/N A B
FRP Truss is easy to install. The truss can be pre-set or wet
set with foam insulation. The insulation is placed between
the lengths of truss, then sandwiched between the inside
and outside concrete panels.
SBCC31 3” 1”
SBCC41 4” 1”
SBCC42 4” 2”
SBCC53 5” 3”
FRP Truss – Precast
SBCC63 6” 3”
Part No. Description H L l d *Wythe Dimensions
SBCC73 7” 3”
SBFRPTP610 FRP Truss – Precast 6”x10’ 6” 10’ 8” #2 rebar 3-2-3 / 3-3-3
SBCC83 8” 3”
SBFRPTP710 FRP Truss – Precast 7”x10’ 7” 10’ 8” #2 rebar 3-3-3 / 3-4-3
SBFRPTP810 FRP Truss – Precast 8”x10’ 8” 10’ 8” #2 rebar 3-4-3 / 3-5-3
SBFRPTP910 FRP Truss – Precast 9”x10’ 9” 10’ 8” #2 rebar 3-5-3 / 3-6-3
H – Wave height (out-to-out) of the flexible coupling
L – Total truss length
l – Wave step
d – Diameter of the diagonal rod
* Common wythe dimesions, actual wythe and insulation dimentions can vary
Note: 2” minimum loop embedment without runners
M-Connector
The M-Connector is used in insulated precast concrete
sandwich panels. The connectors are attached to
the rigid insulation at the required spacing, then the
assembly is placed and finished as part of the panel.
The wire (3 ga) M-Connector has an erection shear
value of 880 lbs and tension value of 1,100 lbs (based
on a safety factor of 3:1 in 3,000 psi concrete). The
minimum spacing around panel edges and openings
is 12”.
M-Connector
FRP Truss can be wired to strand
P/N Length
SBMC53G 5”
FRP Truss
SBMC63G 6”
Property Min Value*
SBMC73G 7”
Tensile strength 145 ksi
SBMC83G 8”
Tensile strength at bend 130 ksi
Data available for sandwich wall design software
Product specifications are subject to change without notice.
Scan for
data sheet
* No safety factors applied.
Note: For use only with minimum 3,000 psi
concrete and minimum 2” loop embedment
Product specifications are subject to change without notice.
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H Chair
Lightweight plastic supports for rebar.
Uni Chair
Straddle lower level rebar and support upper mats.
Slab-on-Grade Chair
Integrated sand plate for support and stability.
H Chair Uni Chair SOG Chair
Slab Bolster
Plastic slab bolster with end lock.
Groutec
Groutec is designed to connect the precast elements
either horizontally or vertically by positioning the rebar
inside coupler.
Groutec can also be used to make a transition between
rebar of different sizes. Please refer to our installation
instructions for the list of possible combinations.
Easily connect two precast elements with no
requirement for in situ wet concrete joint.
Plastic Slab Bolster (5’ length)
P/N Description
Groutec couplers are marked to trace raw materials
and production batch data.
SBSB34AP Slab Bolster 3/4” Plastic
SBSB1AP Slab Bolster 1” Plastic
SBSB112AP Slab Bolster 1-1/2” Plastic
SBSB2AP Slab Bolster 2” Plastic
Patch Caps
Caps are used to cover lifting and bracing insert holes.
Patch Caps
P/N Description
SBRLPC22KP Patch Cap (5/8” Square Insert)
SBPATCHCAPBI Patch Cap (3/4” Square Insert)
Use either direction for Vertical Connections, the
Groutec sleeve installed in the bottom element, the
grout can simply be poured by gravity directly into the
sleeve cavity.
Shims
Plastic shims provide quick adjustment when installing
panels on slightly uneven footings. Each pack contains
six 4”x6” shims with an overall thickness of 1-1/16”.
There are three 1/4”, two 1/8” and one 1/16” shims
(8,000 psi minimum).
In horizontal applications and in vertical applications
with the Groutec sleeve installed in the top element,
the connection is achieved by injecting the grout
through the inlet pipe.
Part No. Description
SBGSSF Groutec Spice System Full
Patch Caps
P/N Description
SBSHIMPK Shim Pack Set (6 pieces)
Groutec F
“F”, for Fully grouted, allows the connection of two
rebars without the need of any threading procedure.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Deformed GFRP Reinforcement Bar
Deformed glass fiber reinforced polymer (GFRP)
Reinforcement Bar is 1/4th the weight of steel resulting
in a 75% CO2 footprint reduction.
All grade 3 (structural) GFRP bar is 3 times stronger
than steel which equates to enhanced jobsite safety,
with significant savings in transportation and handling
costs.
Deformed GFRP bar is non-corrosive and non-
conductive which makes it suited for any environmental
exposure. It does not conduct electricity, is non-
magnetic, does not interfere with RF signals, and is UV
Stable.
Deformed GFRP Grade III Reinforcement Bar Specifications
Part No. Description Use / Replace Size Weight
Mean Cross
Sectional
Area
Minimum
Tensile Load
SBMSGFRP3 #3×20’ Deformed Grade III
GFRP Rebar 3/8” 0.147 lb/ft 0.11 in2 16,636 lbf
Structural / #3
10mm 0.22 kg/m 71 mm2 73.4 kN
SureGrip
SureGrip provides anchoring for all types of bolted
joints when embeded in concrete, even if the screws
need to be removed and attached again.
SureGrip is an extruded plastic composite made
from recycled plastics and designed to be a durable,
maintenance-free alternative to using treated lumber.
The color pigments used in SureGrip provide an
environmentally friendly UV protection that retains the
original color for longer while also providing a 35-year
guarantee against rot and cracks.
Solid concrete walls and concrete products can now
use SureGrip to immediately secure bolts and screws
for many applications as well as provide protection for
the insulation in insulated concrete wall applications.
SureGrip embedment strips are cast into the concrete
in precast forming applications. Some applications
include fastening windows, doors, and parapet
attachments to the SureGrip. It can also be fastened to
edge forms adjacent to the insulation on the perimeter
of insulated concrete panels to protect the insulation
from damage.
Cast SureGrip in concrete and anchor as needed.
SureGrip cast in solid
precast wall for fastening
flashing cap on parapet.
Flashing cap fastened to
SureGrip using #14×1-1/2”
NovaTM / YukonTM fasteners.
SBMSGFRP4 #4×20’ Deformed Grade III
GFRP Rebar 1/2” 0.185 lb/ft 0.2 in2 29,675 lbf
Structural / #4
13mm 0.275 kg/m 129 mm2 132 kN
SBMSGFRP5 #5×20’ Deformed Grade III
GFRP Rebar 5/8” 0.32 lb/ft 0.31 in2 45,411 lbf
Structural / #5
16mm 0.476 kg/m 200 mm2 202 kN
SBMSGFRP6 #6×20’ Deformed Grade III
GFRP Rebar 3/4” 0.45 lb/ft 0.44 in2 64,100 lbf
Structural / #6
20mm 0.7 kg/m 284 mm2 285 kN
SBMSGFRP7 #7×20’ Deformed Grade III
GFRP Rebar 7/8” 0.53 lb/ft 0.60 in2 87,190 lbf
Structural / #7
22mm 0.79 kg/m 388 mm2 388 kN
SBMSGFRP8 #8×20’ Deformed Grade III
GFRP Rebar 1” 0.8 lb/ft 0.79 in2 112,180 lbf
Structural / #8
25mm 1.19 kg/m 509 mm2 499 kN
Fasten SureGrip to window and door openings, and
parapet attachments as specified.
Flashing cap fastened to SureGrip using #14×1-1/2”
NovaTM / YukonTM fasteners.
SBMSGFRP9 #9×20’ Deformed Grade III
GFRP Rebar 1-1/8” 1.13 lb/ft 1.0 in2 144,770 lbf
Structural / #9
SureGrip
29mm 1.68 kg/m 644 mm2 644 kN
Part No. Description Height Width SBMSGFRP10 #10×20’ Deformed Grade III
GFRP Rebar 1-1/4” 1.25 lb/ft 1.23 in2 177,940 lbf
Structural / #10
SBSGES SureGrip Embedment Strip 1-3/8” 1-3/8” 6’ – 6-5/8”’ 59 lb/ft3
32mm 1.86 kg/m 792 mm2 792 kN
Full pallet contains 256 embedment strips
Length Density
Product specifications are subject to change without notice. Scan for
data sheet
Scan for
data sheet
Product specifications are subject to change without notice.
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Safety
Coatings and Finishes
Concrete Shear Cone
Bolting
Lifting Hardware
Lifting Plate
Sling Angle Factor
Safety Notes & Application
94
101
96
97
97
100
104
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Coatings and Finishes
Products manufactured by SureBuilt can be supplied in several different coatings or finishes to meet your specific environ-
ment requirements. The standard finish will be supplied when a finish/coating is not specified on an order.
Plain
Uncoated steel commonly referred to as Plain, Black, Basic or Raw steel. Will corrode or rust when exposed in the envi-
ronment.
Mechanical Plating
An effective means of applying zinc, tin, or other ductile metals or mixtures of ductile metals to metal substrates
– usually steel. In the mechanical plating process, impact energy is transferred from a rotating open – ended oblique
barrel through glass beads, resulting in the cold-welding of fine metal dust particles to the substrate. The resulting
deposit is slightly porous, matte in finish, and provides corrosion protection to the articles so plated without introducing
hydrogen embrittlement into the part. It is widely used to provide corrosion protection.
Electroplating
Can be a bright shiny or sometimes dull finish, generally .0002 to .001 inches thick zinc finish. Degree of corrosion
protection will vary and is often dependent on the severity of the particular environment. SureBuilt electro-plated products
comply with the ASTM B-633 standard.
ASTM A-153 Hot-Dip Galvanizing (HDG) on Iron or Steel Hardware
Product Type Product Thickness Coating THickness
Casting A 0.004 in
Steel—3/16” and thicker B1 0.004 in
Steel—3/16” and thicker B2 0.003 in
ASTM B-633 Electroplate Coating of Zinc on Steel
Service Condition Exposure Coating Thickness
SC-4 Very Severe 0.0010 in
SC-3 Severe 0.0005 in
SC-2 Moderate 0.0003 in
SC-1 Mild 0.0002 in
Warning: Any steel of significant high strength or high carbon is susceptible to hydrogen embrittlement during the electro-
plating process and must be baked after the coating is completed to drive out excessive hydrogen.
Hot-Dip Galvanized (HDG)
Semi-bright to a very dull finish, much heavier coating than the electroplating process. HDG provides a higher degree of
corrosion protection than electroplating, but is not suitable for threaded products or any tight-fitting items. SureBuilt HDG
protected products comply with ASTM A-123 or ASTM A-153 standards.
ASTM A-123 – Used for products that are fabricated from rolled, pressed, punched and forged steel shapes, plate, bar,
wire or strips 0.125 inch thick and heavier. Zinc finish thickness will vary from 0.002 to 0.005 inches thick.
ASTM A-153 – A coating process for iron and steel products that utilizes a spinning technique to remove excess zinc.
Bolts may be processed under this ASTM specification. Coating will vary in thickness from 0.002 to 0.006 inches de-
pending on the “class” specified by the user.
ASTM A-123 Hot-Dip Galvanizing (HDG) on Iron and Steel
Product Type Product Thickness Coating Thickness
Epoxy Coating
A slick, shiny epoxy coating applied to a finished product by means of the electrostatic or fluidized bed method. Coating
thickness will vary from .005 inches to .012 inches. Epoxy coatings are very effective corrosion protection in hostile envi-
ronments such as around or over salt water, or high chemical contaminated areas.
Stainless Steel
Stainless steel offers high corrosion resistance in any environment. Type 304 stainless steel is generally used
(unless otherwise specified) by SureBuilt. It is non-magnetic and can be painted without special preparation.
Caution: Corrosion may occur on exposed metal products when architectural precast members are etched or acid
washed. The amount of corrosion will be dependent on the acidity of the wash and/or the type of chemicals used.
Safe Guarding Against Embrittlement
Carbon steels, cold-worked steels and heat treated steels are susceptible to embrittlement in both electroplating and hot-
dip galvanizing operations. Any severely cold-worked steel must be stress-relieved from strain aging by baking prior to
electro-plating or hot-dip galvanizing.
Warning: Products manufactured from high carbon steel that is electro-plated or hot-dip galvanized must be properly heat
treated to minimize embrittlement. Failure to properly heat treat these products may compromise their safe working loads
and result in a premature failure of the product.
Warning: Any steel of significant high strength or high carbon is susceptible to hydrogen embrittlement during the electro-
plating process and must be baked after the coating is completed to drive out excessive hydrogen.
Applicable ASTM documents:
ASTM A-143 “Safe Guarding Against Embrittlement”
ASTM A-153 “Zinc Coating (hot dip) on Iron and Steel Hardware”
ASTM A-165 “Electro-Deposited Coatings of Cadmium on Steel”
ASTM B-633 “Electro-Deposited Coatings of Zinc”
Example Coating Specifications:
Electro-Plate – “Electro-Plate to ASTM B-633 Specification. Service Condition SC-4. Provide embrittlement relief, if
necessary.”
Hot Dip Galvanize – “Hot Dip Galvanize to ASTM A-153, Class A. Provide embrittlement relief, if necessary.”
Wire 0.142” to 0.186” dia. 0.002 in
Wire 0.187” to 0.249” dia. 0.003 in
Wire 0.250” dia. or larger 0.004 in
Steel or Plate 0.030” to 0.062” thick 0.002 in
Steel or Plate 0.063” to 0.124” thick 0.003 in
Steel or Plate 0.125” or thicker 0.004 in
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Coil Bolt Penetration
The most common type of insert failure is caused by the lack of sufficient bolt penetration through the coil. Under load,
inadequate bolt penetration will cause the upper part of the coil to “unwind” and pull out. This is commonly referred to as
the “corkscrew” effect.
Lifting Hardware
P/N Bolt Dia (2e/d)
SBSLP34 3/4” 0.67
SBSLP1 1” 0.67
Coil Bolt Considerations:
Failure to properly tighten a coil bolt can result in the inability of the coil bolt to fully penetrate the coil of the insert.
Excessive insert setback in the concrete can result in the inability of the coil bolt to fully penetrate the coil of the insert.
Worn threads on a coil bolt will render the bolt ineffective and will result in inadequate thread engagement.
A coil bolt of inadequate length to fully penetrate the Insert coil will produce a corkscrew type of failure. The insert coil can-
not carry the required load when only partially engaged.
Reference the Minimum Coil Penetration Table on page 24.
Lifting Hardware
All lifting hardware is subject to wear, abuse, bending, overloading, alterations and corrosion. The user must continually
inspect the item to determine its usable condition. If the product shows any problem or is not in good working condition,
then the item should be discarded or returned for repair and/or service. The frequency of inspection is determined by how
often the product is used, length of use and the environment in which it is used.
Example:
When the Double Swivel Lift Plate (SBDSLP1) with 1” bolt diameter
is pulled at an angle producing 3,000 lbs. vertical load and 3,000 lbs.
horizontal load, then the following information applies:
V = (2e/d) H = 1.0 (3,000) = 3,000 lbs. additional load on the insert
due to the horizontal force component.
Total applied load = PT
PT = Vertical component load + (2e/d) H
PT = 3,000 + 3,000 = 6,000 lbs. Total Tension Load
An insert with a Safe Working Load (SWL) greater than 6,000 lbs. is required.
SBDSLP1 1” 1.00
SBDSLP114 1-1/4” 0.75
SBDSLP112 1-1/2” 0.75
SBELP34 3/4” 3.00
SBELP1 1” 3.00
SBLA1 1” 2.00
SBLA114 1-1/4” 2.00
SBLA112 1-1/2” 2.00
Caution: Coil bolts should be periodically inspected and replaced for wear or bending. Worn or bent bolts should be dis-
carded immediately. Never use a worn or bent bolt and never attempt to straighten a bent bolt.
Edge Lifting
When an insert/anchor is located in the edge of a concrete panel for the purpose of lifting and handling of the panel, the
concrete on the topside of the insert/anchor will carry the entire applied load unless special provisions are implemented.
The upward force on an insert, from the bolt and compressive force from the lifting plate, combine to quickly overload
the concrete on the topside of the insert/anchor. The loss of the concrete above the insert/anchor can result in the insert
breaking and loss of the panel.
LIFTING PLATES
When using a Lifting Plate in conjunction with cast-in-place inserts, a combination of forces with small lever arms become
factors of concerned. Reference the sketches shown below. Dimension “d” is an assumed constant subject to the location
of “R”, the resultant force exerted by the reaction of the plate on the concrete.
One means of increasing edge lift capacity is to strengthen the concrete over the insert with shear bars or stirrup assem-
blies. This process will reinforce the concrete, preventing total loss of the concrete and allow the insert/anchor to remain in
the panel. Always use the proper style and capacity insert/anchor for edge lifting. Never use a two-strut insert. A properly
selected insert/anchor will not break if the concrete above it fails. This will allow the panel to be positioned with only minor
patching required.
Lifting Plate considerations:
1. If the lifting plate is loosely tightened, the location of “R” will be at the extreme edge/corner of the plate and “d” be-
comes the plate width divided by 2.
2. If the lifting plate is properly tightened with the attachment bolt, then the generally accepted stress pattern will be trian-
gular or trapezoidal.
3. During initial and low loads the “R” force moves from the toe of the plate towards the center of the plate. As the load
increases, the plate attempts to flex. The maximum movement is most likely at the midpoint of the plate, between the
bolt centerline and the toe of the plate. Taking a conservative approach, “d divided by 2” is the theoretical location of
the “R” force, resulting in a higher load added to the vertical component load.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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4. Using basic equations, a pair of force couples must be equal to zero:
H(e) = V(d/2) and V = (2e/d)H
V = vertical force on the insert.
H =horizontal force on the lifting plate.
Lifting Plate example:
When the Double Swivel Lift Plate (SBDSLP1) with a 1” bolt diameter is pulled at an angle producing 3,000 lbs .vertical
load and 3,000 lbs. horizontal load, then the following information applies:
V = (2e/d) H = 1.0 x 3,000 = 3,000 lbs. additional load on the insert due to the horizontal force component.
Total applied load = PT
PT = Vertical component load + (2e/d) H
PT = 3,000 + 3,000 = 6,000 lbs. Total Tension Load
In this example, an insert with a safe working load greater than 6,000 lbs. must be used.
Inclined slings:
When rigging is selected where the sling lines are inclined, it is important to measure the angle b (beta). The angle will
cause an increase in the anchor loading due to the horizontal force components.
Reference the sketched examples:
1. The angle is 60° and from the table below, the load factor is 1.16.
Therefore, P1 load = 1.16 x weight of the concrete element divided by 2.
2. The angle is 15° and from the table below, the load factor is 1.01. Therefore, P1 load = 1.01 x weight of the concrete
element divided by 2.
Example 1 – Two-part chain slings:
Determine the anchor load, anchor size and concrete psi required for a rectangular concrete beam 12” deep, 3’ wide and
24’ long. The beam has form adhesion at the bottom surface only and a sling angle of 45°.
Concrete dead weight = 12” /12” x 3’ x 24’ x 150 lbs. = 10,800 lbs.
Form adhesion (steel form) = 12” /12” x 24’ x 25 lbs. = 600 lbs.
Total Load (PT) = 11,400 lbs.
Now apply the load factor for the 45° sling angle and realizing that
P1 = P2 = PT then P1 = 11,400/2 x 1.08 = 6,156 lbs. per anchor
To adequately lift the beam would require an anchor like the 4 ton Two-Hole Anchor (P/N SBTHA584) with Tension Bar
rated at 8,000 lbs. SWL in 3,000concrete.
Sling Angle Load Factors
Sling Angle b 120° 105° 90° 75° 60° 45° 30° 15°
Load Factor 2.00 1.64 1.41 1.26 1.16 1.08 1.04 1.01
Example 2 – Four slings attached at slab corners:
When four fixed length slings are used to lift and handle a concrete element, often one of the slings will be longer than
the rest. This will force two of the embedded anchors to carry the total load and the other two anchors to do little more
than keep the slab balanced.
Determine the anchor load, anchor size and concrete psi required for a slab 12’ x 11’ x 16” using a sling incline angle of
30° and having form adhesion at the bottom surface only.
Concrete dead weight = 12’ x 11’ x 16”/12” x 150 lbs. = 26,400 lbs.
Form adhesion (steel form) = 12’ x 11’ x 20 lbs. = 2,640 lbs.
Total Load (PT) = 29,040 lbs.
P1 = 29,040/2 (only two anchors working) x 1.04 per anchor = 15,100 lbs. per anchor
To adequately lift and handle, the example slab would require an anchor like the 10 ton x 10” Ring-Lift Anchor (P/N
SBDFFA3410) rated at 20,000 lb SWL in 3,500 psi concrete.
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Sling Angle Factor
Additional forces come to bear on an anchor from oblique pulls caused by the sling angle. As the angles increases, the
cable load increases and transfers an even larger load to the anchor. Angles greater than 90° are not safe and must not
be used. To calculate the load on the anchor, refer to the accompanying table. Move across the table to the sling angle
being used and multiply the corresponding magnification factor by the dead load of the precast element.
Concrete Shear Cone
The shear cone is that area of concrete around the anchor that withstands the stress during lifting.
Sling Angle Load Factors
Sling Angle b 120° 105° 90° 75° 60° 45° 30° 15°
Load Factor 2.00 1.64 1.41 1.26 1.16 1.08 1.04 1.01
Note: Additional factors to consider include
sling length, crane type and jobsite conditions.
Additional impact factors may apply.
Typical Wire Sizes and Strengths
Concrete Strength Adjustment Factors
To convert the allowable tension load for an unreinforced anchor from listed concrete strength of 3,500 psi to a greater or
lesser concrete strength, multiply 3,500 psi by the factor indicated in the table.
Note: These factors are for use with tension applications only. Do not use these factors for shear applications without con-
sulting with SureBuilt to make sure there are no other limitations.
Note: To maintain the needed 4:1 safety factor the new value must be less than 25% of the listed ultimate mechanical
value of the selected anchor.
Nominal Wire Dia
(inches)
Wire
Grade
AISI and
SAE Number
Approximate
Min Yield
Tension
Approximate
Min Ultimate
Tension
Approximate
Min Shear
0.440 MHC 1040 13,000 lbs 15,000 lbs 10,200 lbs
0.375 LC 1018 8,250 lbs 9,350 lbs 6,360 lbs
0.375 LC 1008 6,500 lbs 8,250 lbs 5,700 lbs
0.306 LC 1018 5,400 lbs 6,200 lbs 4,240 lbs
0.306 LC 1008 4,400 lbs 5,450 lbs 3,750 lbs
0.283 LC 1018 4,700 lbs 5,400 lbs 6,650 lbs
0.262 LC 1008 2,700 lbs 3,500 lbs 2,400 lbs
Concrete Strength Adjustment Factors
0.223 MHC 1035 3,400 lbs 4,000 lbs 2,708 lbs
To Increase For Greater Concrete Strength
0.218 LC 1008 2,100 lbs 2,800 lbs 1,870 lbs
Convert From Multiply By
3,500 psi to 4,000 psi 1.07
3,500 psi to 4,500 psi 1.13
3,500 psi to 5,000 psi 1.19
To Decrease For Lesser Concrete Strength
Convert From Multiply By
3,500 psi to 3,000 psi 0.92
3,500 psi to 2,500 psi 0.84
3,500 psi to 2,000 psi 0.75
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
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Safety Notes and Product Application
SureBuilt prioritizes safety in developing hardware for the precast industry, ensuring products from its manufacturing
plants meet or exceed requirements for lifting, handling, and connecting precast concrete elements. Products in this hand-
book were tested by SureBuilt and/or independent labs, with safe working loads determined based on these conditions:
1. Products are new or in “as new” condition.
2. Loads do not exceed the product’s safe working load.
3. Inserts are properly embedded in sound, normal-weight concrete, with the vertical axis perpendicular to the lifting sur-
face.
4. Bolted hardware has full bearing on the concrete surface, with attachment bolts fully engaged and not subjected to
side loading.
5. Erection and attachment bolts are correctly sized, tightened, and prevent slippage or bending.
6. Coil bolts have specified minimum penetration through the insert coil without bearing on the concrete.
7. Concrete compressive strength (f’c) at initial use matches or exceeds the insert selection chart.
8. Inserts are positioned to allow a full concrete shear cone, adhering to minimum edge distances in the selection chart.
9. Tensile loads, including axial and transverse effects from crane lines, are calculated.
10 Impact wrenches are not used to tighten lifting or connecting bolts.
11. Zinc-plated medium-high or high-carbon steel items are baked to prevent embrittlement.
12. No welding is performed on inserts or lifting hardware after leaving SureBuilt’s factory, as it may cause embrittlement
and premature failure. SureBuilt does not guarantee products altered post-manufacture.
SureBuilt’s lifting systems are designed and tested for use exclusively with SureBuilt inserts and anchors. Using Sure-
Built hardware with non-SureBuilt products is considered misuse, and SureBuilt is not liable for any resulting damages or
injuries.
Safety Factors
The safety factor for a product varies based on the hazard or risk level in its application. In precast concrete construction,
factors like increased loading or heightened risk can arise from conditions such as concrete adhesion to the form, crane
jerking during lifting, using an inadequate crane, bouncing the lifted element, excessive handling, or transporting over
rough surfaces. In these high-risk scenarios, the safety factor should be increased accordingly.
SureBuilt recommends adhering to the minimum safety factors outlined for determining a product’s safe working load,
while strictly complying with OSHA (Occupational Safety and Health Administration Act, Part 1910) provisions.
Safety Factor Intended Use of Product
If a different safety factor is needed, the following equation
can be used to adjust the safe working load:
Old Safe Working Load x Old Safety Factor
2 to 1 Brace Anchors
3 to 1 Permanent Connections
4 to 1 Inserts used for lifting and handling
New Safe Working Load =
New Safety Factor
5 to 1 Hardware used for lifting and handling
2-Hole Anchor………………………………………………………………… 26
Anchor 500 (Easy-Lift)……………………………………………………. 77
Anchor Rail……………………………………………………………………. 80
Bar Chairs, Plastic. …………………………………………………………. 90
Bearing Pads…………………………………………………………………. 81
Bolt & Wing Nut (Easy-Lift). …………………………………………….. 76
Bolt & Wing Nut (Ring-Lift). …………………………………………….. 59
Bolt & Wing Nut (Uni-Lift)……………………………………………….. 67
C-Connector Pin…………………………………………………………….. 89
Cable Lifter (Ring-Lift). ……………………………………………………. 56
Cable Loop Anchor………………………………………………………… 78
Chain Lifter (Ring-Lift)……………………………………………………. 56
Chord Connector. …………………………………………………………… 82
Coatings………………………………………………………………………… 94
Coil Insert – Criss Cross…………………………………………………… 8
Coil Insert – Double Flare. …………………………………………………. 8
Coil Insert – Flare……………………………………………………………… 7
Coil Insert – L-Leg. ……………………………………………………………. 9
Coil Insert – Loop. …………………………………………………………….. 6
Coil Insert – Open Coil. ……………………………………………………… 9
Coil Insert – Thin Slab. …………………………………………………….. 10
Coil Nut. …………………………………………………………………………. 14
Coil Rod. ………………………………………………………………………… 13
Coil Rod Coupler……………………………………………………………. 13
Coil Tie 2-Strut. ………………………………………………………………… 4
Coil Tie 4-Strut. ………………………………………………………………… 5
Column Base Connector. ………………………………………………… 83
Deformed GFRP Reinforcement Bar. ……………………………….. 92
Double Swivel Lift Plate. …………………………………………………. 15
Double Tee Anchor. ………………………………………………………… 31
Drop-Forged Foot Erection Anchor…………………………………. 44
Ductile Ferrule Insert……………………………………………………… 22
Edge Connector. …………………………………………………………….. 86
Edge Lift Bracket. …………………………………………………………… 16
Edge Lift Shear Bar………………………………………………………… 69
Edge Protector – Plastic. …………………………………………………. 91
Erection Anchor. …………………………………………………………….. 34
Erection Anchor w/Shear Plate……………………………………….. 35
Ferrule Insert…………………………………………………………………. 18
Ferrule Insert – Flare. ………………………………………………………. 19
Ferrule Insert – L-Leg. ……………………………………………………… 20
Ferrule Insert – Loop. ………………………………………………………. 18
Ferrule Insert – Open Coil……………………………………………….. 21
Ferrule Insert – Thin Slab………………………………………………… 20
Ferrule Insert – Wing. ………………………………………………………. 19
Flat Washer……………………………………………………………………. 14
Foot Anchor…………………………………………………………………… 28
FRP Truss. ……………………………………………………………………… 88
Groutec. …………………………………………………………………………. 91
HD Sandwich Panel Erection Anchor………………………………. 46
HD Sandwich Panel Erection Anchor w/Shear Plate. ………… 47
Lift Angle Bracket. ………………………………………………………….. 16
Lifter (Ring-Lift)……………………………………………………………… 55
Lifter (Uni-Lift). ……………………………………………………………….. 70
Lifting Guidelines…………………………………………………………… 97
Locator Plug. ………………………………………………………………….. 12
M-Connector Pin. ……………………………………………………………. 89
Magnet Plate (Easy-Lift). …………………………………………………. 76
Magnet Plate (Ring-Lift)………………………………………………….. 59
Magnet Plate (Uni-Lift)……………………………………………………. 68
Mounting Plate (Easy-Lift)………………………………………………. 76
Mounting Plate (Ring-Lift). ………………………………………………. 59
Mounting Plate (Uni-Lift). ………………………………………………… 67
Panel Base Connectors………………………………………………….. 85
Patch Cap. ……………………………………………………………………… 91
Pick-Up Insert………………………………………………………………… 11
Plastic Chair. ………………………………………………………………….. 90
Plastic Insert………………………………………………………………….. 24
Plastic Plug……………………………………………………………………. 23
Plate Anchor………………………………………………………………….. 33
Precast Insert. ………………………………………………………………… 24
Recess Former (Easy-Lift). ……………………………………………… 74
Recess Former (Ring-Lift)………………………………………………. 57
Recess Former (Uni-Lift). ………………………………………………… 67
Ring-Lift Lifter. ……………………………………………………………….. 55
Safety. …………………………………………………………………….. 95, 104
Sandwich Panel Erection Anchor……………………………………. 46
Sandwich Panel Erection Anchor w/Shear Plate. ……………… 47
Setting Plug. …………………………………………………………………… 12
Shear Bar………………………………………………………………………. 42
Shear Cone………………………………………………………………….. 101
Shim Pack – Plastic………………………………………………………… 90
Slab Bolsters – Plastic. ……………………………………………………. 90
Sling Angle. ………………………………………………………………….. 100
Straight Leg Erection Anchor w/Shear Plate……………………. 43
Straight Leg Insert. …………………………………………………………. 30
SureGrip………………………………………………………………………… 93
Swivel Lift Plate……………………………………………………………… 15
T-Bar Anchor. …………………………………………………………………. 27
Tension Bar. …………………………………………………………………… 42
Threaded Plug. ………………………………………………………….. 12, 23
Truss (FRP)……………………………………………………………………. 88
Truss (Wire). …………………………………………………………………… 87
Two-Hole Anchor……………………………………………………………. 26
Uni-Anchor (Ring-Lift). ……………………………………………………. 29
Uni-Eye Anchor (Uni-Lift). ……………………………………………….. 66
Uni-Lift Anchor (Uni-Lift)………………………………………………… 62
Uni-Lift Lifter. …………………………………………………………………. 70
Utility Anchor (Easy-Lift)………………………………………………… 74
Utility Anchor w/ Snap Wires (Easy-Lift)………………………….. 75
Wall Base Connector. ……………………………………………………… 84
Wavy Tail Anchor. …………………………………………………………… 32
Wire Truss……………………………………………………………………… 87
X-Foot Erection Anchor………………………………………………….. 37
X-Foot Erection Anchor w/Shear Plate. ……………………………. 39
X-Foot Erection Anchor w/45° and Shear Plate. ……………….. 41
Product specifications are subject to change without notice.
Product specifications are subject to change without notice.
104 105
Call 708-493-9569
www.surebuilt-usa.com
Bar Support *
Slab Bolster
Slab Bolster Upper
Individual High Chair
Continuous High Chair
Continuous High Chair Upper
Beam Bolster
Bridge Deck Forming
Bridge Overhang Bracket *
Curing Blankets
Exterior Hangers *
Exterior Half Hangers *
Interior Hangers *
Interior Half Hanger *
Adjustable Joist Hanger
Coil Rod *
1/2” Coil Rod
3/4” Coil Rod
1” Coil Rod
1-1/4” Coil Rod
15mm Coil Rod
20mm Coil Rod
Coil Ties *
1/2” Coil Ties
3/4” Coil Ties
1” Coil Ties
1-1/4” Coil Ties
Concrete Hoppers
Hoppers
Elephant Trunk
Tremie Pipe
Steel Collar
Floor Systems *
Dowel Basket
Taper Dowel
Steel Edge Nosing
VaporStop & Tape
Form Liners *
HIPS – Single Use
ABS – Up to 10 Uses
PE – Up to 40 – 50 Uses
PPE – Up to 100+ Uses
Line Card
Form Ties *
HD Loop Ties
HD Gang Loop Ties
X-Flat Ties
Base Ties
Aluminum Form Ties
Heavy Forming *
SOLO Clamp Form 1500PSF
SureCurve Radius Form
Sure Beam
Articulated Waler
Steel Circular Column Form
Taper Ties
She-Bolts
Inner Units
Euro Taper Ties
Euro She-Bolts
Flat Washers
GFRP Reinforcement Bar *
#2-#11 Reinforcement Bar
Metal Rib *
Expanded Metal Mesh
Modular Braces *
Type 6-5/8”
Type 8-5/8”
Pipe Braces *
Plywood Forming *
Coil Ties
Pencil Rod and Clamps
Self-Centering Ties
Snap Ties
Precast
Anchor Rail HD
Coil Inserts *
Column Wall Edge Connector *
Ferrule Inserts *
Helical Ground Anchors *
Ring and Cable Lifters
Slant Anchor *
Straight Leg Anchor *
Wall Base Connector *
Wire / FRP Truss *
* Products are Made in the USA or available to be made in the USA
Rebar Safety Caps
Rebar Splicing
Groutec
Unitec
Self-Riser System *
Shoring *
Cross Braces
Frames
Post Shores
Screw Jacks
Snap Ties *
SPAN-X Beams *
Staybox Rebar Splicing *
Steel Stakes *
3/4” Stakes
7/8” Stakes
Stud Rail DSA & DSAR *
Thermal Break
SurePly™ Handset Forming *
Panels and Fillers
Hardware
HD Loop Ties
X-Flat Ties
Birch Plywood
Tilt-Up
Brace Inserts *
Helical Ground Anchors *
Lifting Hardware
ProLift Inserts *
Slant Anchor *
SureLift (SL) Inserts *
Edge Form Brackets
Construction Adhesive *
FRP Truss / Connectors *
XL Lift Inserts *
Walers *
Butt Plate
Double Channel
2525 Armitage Ave
Melrose Park, IL 60160
708-493-9569
www.surebuilt-usa.com
07/25