Precast Forming and Accessories

Precast Forming

and AccessoriesCall 708-493-9569Table of Contents

Coil Inserts……………………………………………………………………………………………………3

Ferrule Inserts. …………………………………………………………………………………………….17

Ring-Lift System………………………………………………………………………………………….25

Uni-Lift System……………………………………………………………………………………………60

Easy-Lift System. …………………………………………………………………………………………70

Accessories. ………………………………………………………………………………………………..78

Anchor Rail……………………………………………………………………………………………..79

C-Connector……………………………………………………………………………………………88

Chord Connector……………………………………………………………………………………..81

Column Base Connector. …………………………………………………………………………..82

Deformed GFRP Reinforcement Bar…………………………………………………………..91

Edge Connector. ………………………………………………………………………………………85

FRP Truss. ………………………………………………………………………………………………87

Groutec…………………………………………………………………………………………………..90

M-Connector……………………………………………………………………………………………88

Plastics…………………………………………………………………………………………………..89

Panel Base Connector. ……………………………………………………………………………..84

SureGrip…………………………………………………………………………………………………92

Wall Base Connector………………………………………………………………………………..83

Wire Truss. ………………………………………………………………………………………………86

Safety Information……………………………………………………………………………………….93

Product Index. ……………………………………………………………………………………………103

Product specifications subject to change without notice.

www.surebuilt-usa.com 12

Call 708-493-9569Coil 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

Product specifications are subject to change without notice.

www.surebuilt-usa.com 3Coil Tie 2-Strut

•

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 2-Strut*

P/N Length

(A)

Coil Length

(B)

Insert Width

(C)

Wire Dia.

(D) Bolt Dia Min Edge

Distance** Tension***

SBSCT346 6” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs

SBSCT347 7” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs

SBSCT348 8” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs

SBSCT349 9” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs

SBSCT3410 10” 1-3/4” 1-5/8” .375 3/4” 8” 4,500 lbs

SBSCT016 6” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs

SBSCT017 7” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs

SBSCT018 8” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs

SBSCT019 9” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs

SBSCT0110 10” 2-1/16” 2-1/16” .440 1” 8” 6,000 lbs

SBSCT1146 6” 2-1/16” 2-1/2” .440 1-1/4” 10” 7,500 lbs

SBSCT1147 7” 2-1/16” 2-1/2” .440 1-1/4” 10” 7,500 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

* 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.

Call 708-493-9569Coil Tie 4-Strut

•

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

SBHCT3474S 7” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs

SBHCT3484S 8” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs

SBHCT3494S 9” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs

SBHCT34104S 10” 2-1/16” 1-5/8” .375 3/4” 8” 6,000 lbs 6,000 lbs

SBHCT0164S 6” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs

SBHCT0174S 7” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs

SBHCT0184S 8” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs

SBHCT0194S 9” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs

SBHCT01104S 10” 2-1/16” 2-1/16” .375 1” 10” 9,000 lbs 9,000 lbs

SBHCT01124S 12” 3” 2-1/2” .440 1” 15” 13,500 lbs 12,000 lbs

SBHCT11464S 6” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs

SBHCT11474S 7” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs

SBHCT11484S 8” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs

SBHCT11494S 9” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 lbs

SBHCT114104S 10” 3” 2-1/2” .440 1-1/4” 15” 13,500 lbs 12,000 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. SBHCT3464SD

** Use additional tension bar if edge distance is less than the minimum specified.

HD Coil Tie 6-Strut

P/N Length

(A)

Coil Length

(B)

Insert Width

(C)

Wire Dia.

(D) Bolt Dia Min Edge

Distance** Tension** Shear**

SBHCT11486S 8” 3” 2-1/2” .440 1-1/4” 16” 20,000 lbs 20,000 lbs

SBHCT11496S 9” 3” 2-1/2” .440 1-1/4” 16” 20,000 lbs 20,000 lbs

SBHCT114106S 10” 3” 2-1/2” .440 1-1/4” 16” 20,000 lbs 20,000 lbs

SBHCT114116S 11” 3” 2-1/2” .440 1-1/4” 16” 20,000 lbs 20,000 lbs

SBHCT114126S 12” 3” 2-1/2” .440 1-1/4” 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.

www.surebuilt-usa.com 5Coil Insert – Loop

•

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 – Loop*

P/N Length

(A)

Coil Length

(B)

Insert Width

(C)

Wire Dia.

(D) Bolt Dia Min Edge

Distance** Tension***

SBCIL124 4” 1-3/16” 1-5/16” .225 1/2” 8” 2,250 lbs

SBCIL126 6” 1-3/16” 1-3/8” .306 1/2” 8” 3,600 lbs

SBCIL1344 4” 1-5/8” 1-5/8” .306 3/4” 8” 3,750 lbs

SBCIL346 6” 1-5/8” 1-7/8” .375 3/4” 8” 4,500 lbs

SBCIL14 4” 2” 2-1/16” .375 1” 8” 3,750 lbs

SBCIL16 6” 2” 2-1/16” .375 1” 8” 4,500 lbs

SBCIL18 8” 2” 2-1/16” .375 1” 8” 4,500 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.

Call 708-493-9569Coil Insert – Flare

•

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 – Flare*

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

SBCIF349 9” 1-3/4” 1-3/4” .375 5-1/2” 3/4” 4,750 lbs

SBCIF19 9” 2-1/16” 2” .375 5-1/2” 1” 4,750 lbs

SBHCIF19 9” 2-1/16” 2-1/2” .440 5-3/4” 1” 8,000 lbs

SBCIF112 12” 2-1/16” 2” .375 5-1/2” 1” 4,750 lbs

SBHCIF112 12” 2-1/16” 2-1/2” .440 5-3/4” 1” 8,000 lbs

SBCIF114 12” 2-5/16” 2-1/2” .375 5-3/4” 1-1/4” 4,750 lbs

SBHCIF114 12” 2-5/16” 2-1/2” .440 5-3/4” 1-1/4” 8,000 lbs

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.

www.surebuilt-usa.com 7Coil Insert – Double Flare

•

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 – Double Flare

P/N Insert Length

(A)

Coil Length

(B)

Coil Dia.

(C)

Wire Dia.

(D) Loop Dia. Bolt Dia. Tension*

SBCIDF112 12” 2-1/16” 2-1/16” .375 5-1/2” 1” 9,500 lbs

SBHCIDF112 12” 2-1/16” 2-1/4” .440 5-3/4” 1” 13,500 lbs

SBCIDF11412 12” 2-1/16” 2-5/16” .375 5-3/4” 1-1/4” 9,500 lbs

SBHCIDF11412 12” 2-1/16” 2-1/2” .440 5-3/4” 1-1/4” 13,500 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

•

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

Coil Insert – Criss Cross

P/N Length

(A)

Coil Length

(B)

Insert Width

(C)

Wire Dia.

(D) Loop Dia. Bolt Dia. Tension***

SBCICC11238 12-3/8” 2-1/16” 2-1/16” .375 5-1/2” 1” 9,500 lbs

SBHCICC11212 12-1/2” 2-1/16” 2-1/4” .440 5-3/4” 1” 13,500 lbs

SBCICC1141238 12-3/8” 2-1/16” 2-5/16” .375 5-3/4” 1-1/4” 9,500 lbs

SBHCICC1141212 12-1/2” 2-1/16” 2-1/2” .440 5-3/4” 1-1/4” 13,500 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

Call 708-493-9569Coil Insert – L-Leg

•

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 – L-Leg

P/N Insert Height

(A)

Coil Length

(B)

Coil Dia.

(C)

Leg Length

(D)

Wire Dia.

(E) Bolt Dia.

Min Edge

Distance Tension*

SBCILL343 3” 1-3/4” 1-5/8” 7-1/8” .306 3/4” 9” 2,500 lbs

SBCILL14 4” 2-1/16” 1-7/8” 9-1/2” .306 1” 12” 3,500 lbs

SBCILL1144 4” 2-1/16” 2-1/4” 9-3/4” .375 1-1/4” 12” 4,000 lbs

SBCILL1124 4” 2-1/16” 2-1/2” 10” .375 1-1/2” 12” 4,000 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. SBCILL343D

Coil Insert – Open Coil

•

Designed to give additional load strength in con-

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

P/N

Insert

Height

(A)

Coil Dia.

(B)

Coil

Length

(C)

Wire

Dia Struts* Bolt

Dia.

Min Edge

Distance** Tension*** Shear***

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

SBCIOC1712 7-1/2” 2-3/4” 2-3/4” .440 4 1” 10” 10,000l bs 12,000 lbs

SBCIOC114712 7-1/2” 3” 2-3/4” .440 4 1-1/4” 10” 12,000 lbs 12,000 lbs

SBCIOC114912 9-1/2” 3” 3-5/8” .440 6 1-1/4” 12” 16,000 lbs 16,000 lbs

SBCIOC1112912 9-1/2” 3-3/8” 3-5/8” .440 6 1-1/2” 12” 16,000 lbs 16,000 lbs

* 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.

www.surebuilt-usa.com 9Coil Insert – Thin Slab

•

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

Coil Insert – Thin Slab*

P/N Insert

Height (A)

Insert Width

(B)

Length

(C)

Coil Dia

(D)

Wire Dia.

(E)

Bolt

Dia

Min Edge

Distance SBCITS12214 2-1/4” 4-1/8” 1-1/8” 1-1/4” .225 1/2” 4” SBCITS34214 2-1/4” 5” 1-5/8” 1-5/8” .306 3/4 5” SBCITS34312 3-1/2” 6” 2” 2” .306 3/4” 6” SBCITS1212 2-1/2” 6” 2” 2” .306 1” 5” SBCITS1412 4-1/2” 6” 2” 2” .306 1” 8” * 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.

Product specifications are subject to change without notice.

Tension**

950 lbs

2,000 lbs

3,400 lbs

2,000 lbs

4,750 lbs

Call 708-493-9569Pick-Up Insert

•

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

SBPUI345 5” 3/4” 0.375 5” 12” 3,442 lbs 5,400 lbs

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

SBPUI348 8” 3/4” 0.375 8” 12” 7,820 lbs 5,400 lbs

SBPU14 4” 1” 0.375 4” 12” 2,270 lbs 4,539 lbs

SBPU15 5” 1” 0.375 5” 12” 3,442 lbs 5,520 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

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.

www.surebuilt-usa.com 11Locator Plug

•

Two-piece plastic design snaps together within coil

Plug creates void for subsequent bolt engagement

Antenna identifies plug location at concrete surface

Locator Plug

P/N Description Length Below

Coil

SBLP34 Locator Plug 3/4” Coil 1-1/2”

SBLP1 Locator Plug 1” Coil 1-5/8”

SBP114 Locator Plug 1-1/4” Coil 1-3/4”

Threaded Plug

Threaded plugs can be used with coil inserts and anchors

to keep the threads clean during concrete placement.

Threaded Plug

P/N Description

SBTPPC38 Threaded Plug 3/8” (10)

SBTPPC12 Threaded Plug 1/2” (13)

SBTPPC58 Threaded Plug 5/8” (16)

SBTppC34 Threaded Plug 3/4” (19)

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.

Setting Plug—Plastic

P/N Description

SBPSP12 Setting Plug 1/2”x2-1/2” Plastic

SBPSP34 Setting Plug 3/4”x3-3/4” Plastic

SBPSP1 Setting Plug 1”x5” Plastic

Setting Plug—Steel with Magnet

P/N Description

SBGB100126CR Setting Plug 1/2”x6” wMagnet

SBGB100346CR Setting Plug 3/4”x6” wMagnet

SBGB10016CR Setting Plug 1”x6” wMagnet

SBGB1001146CR Setting Plug 1-1/4”x6” wMagnet

Product specifications are subject to change without notice.

Call 708-493-9569Coil 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

Coil Rod

Safe Work Load

P/N Description

Tension Shear

SBCR12 Coil Rod 1/2” x 12’ 3,600 lbs 2,400 lbs

SBCR58 Coil Rod 5/8” x 12’ 5,200 lbs 3,600 lbs

SBCR34 Coil Rod 3/4” x 12’ 7,000 lbs 4,600 lbs

SBCR78 Coil Rod 7/8” x 12’ 10,400 lbs 7,100 lbs

SBCR1 Coil Rod 1” x 12’ 14,600 lbs 9,600 lbs

SBCR114 Coil Rod 1-1/4” x 12’ 22,000 lbs 14,500 lbs

SBCR112 Coil Rod 1-1/2” x 12’ 26,500 lbs 17,500 lbs

* Load rating based on 5:1 safety factor.

* To order domestic product, add “D” at the end of the part number i.e. SBCR12D

Product specifications are subject to change without notice.

www.surebuilt-usa.com 13Coil Bolts

Coil Bolts

Part No. Description Thread

Length

Threads

per inch

Ultimate Shear

Load (lbs)

Ultimate Tension

Load (lbs)

SBCB123 Coil Bolt 1/2”x3” 2-1/4” 6 4,800 7,200

SBCB124 Coil Bolt 1/2”x4” 3-1/4” 6 4,800 7,200

SBCB125 Coil Bolt 1/2”x5” 4-1/4” 6 4,800 7,200

SBCB126 Coil Bolt 1/2”x6” 5” 6 4,800 7,200

SBCB1212 Coil Bolt 1/2”x12” 11” 6 4,800 7,200

SBCB1224 Coil Bolt 1/2”x24” 23” 6 4,800 7,200

SBCB343 Coil Bolt 3/4”x3” 2-1/4” 4-1/2 10,600 16,000

SBCB344 Coil Bolt 3/4”x4” 3-1/4” 4-1/2 10,600 16,000

SBCB345 Coil Bolt 3/4”x5” 4-1/4” 4-1/2 10,600 16,000

SBCB346 Coil Bolt 3/4”x6” 5” 4-1/2 10,600 16,000

SBCB3424 Coil Bolt 3/4”x24” 23” 4-1/2 10,600 16,000

SBCB13 Coil Bolt 1”x3” 2” 3-1/2 19,300 29,000

SBCB14 Coil Bolt 1”x4” 3” 3-1/2 19,300 29,000

SBCB15 Coil Bolt 1”x5” 4” 3-1/2 19,300 29,000

SBCB16 Coil Bolt 1”x6” 5” 3-1/2 19,300 29,000

SBCB1143 Coil Bolt 1-1/4”x3” 2” 3-1/2 27,100 40,600

SBCB1144 Coil Bolt 1-1/4”x4” 3” 3-1/2 27,100 40,600

SBCB1145 Coil Bolt 1-1/4”x5” 4” 3-1/2 27,100 40,600

Reusable, coarse thread,

self-cleaning, grade 5

bolt for forming applica-

tions.

SBCB1146 Coil Bolt 1-1/4”x6” 5” 3-1/2 27,100 40,600

* Specs based on a 5:1 Safety Factor. Coil Bolts with Integrally Formed Hex Heads

* To order domestic product, add “D” at the end of the part number i.e. SBCB123D

Coil Bolts Minimum Penetration*

1/2” (13mm) Dia. Safe

Working Load

3/4” (19mm) Dia. Safe

Working Load

1” (25mm) Dia. Safe

Working Load

1-1/4” (32mm) Dia.

Safe Working Load

1-1/2” (38mm) Dia. Safe

Working Load

Tension

(lbs) Shear (lbs) (lbs) Tension

Shear (lbs) (lbs) Tension

Shear (lbs) Tension

(lbs)

Shear

(lbs)

3,300 2,200 7,200 4,800 15,000 10,000 24,000 16,000 28,000 18,000

Minimum Coil

Penetration

Minimum Coil

Penetration

Minimum Coil

Penetration

Minimum Coil

Penetration

Minimum Coil

Penetration

2” 2-1/4 in. 2-1/2 in. 3 in. 3 in.

Bolt

Length

Min.

Thread

Length

Bolt

Length

Min.

Thread

Length

Bolt

Length

Min.

Thread

Length

Bolt

Length

Min.

Thread

Length

Bolt Length

Min.

Thread

Length

3” 2-1/4” 3” 2-3/4” 3” 2-3/4” 3” 2-3/4” – –

4” 3-1/4” 4” 3-3/4” 4” 3-3/4” 4” 3-3/4” 4” 3-3/4”

5” 4-1/4” 5” 4-3/4” 5” 4-3/4” 5” 4-3/4” 5” 4-3/4”

6” 5” 6” 5-3/4” 6” 5-3/4” 6” 5-3/4” 6” 5-3/4”

Over 6” 5” Over 6” 5-3/4” Over 6” 5-3/4” Over 6” 5-3/4” Over 6” 5-3/4”

* Specs based on a 5:1 Safety Factor. Coil Bolts with Integrally Formed Hex Heads

Product specifications are subject to change without notice.

Call 708-493-9569Coil Rod Coupler

Coil Rod Coupler

P/N Description Length Dia Load Rating*

SBCRC12 Coil Rod Coupler 1/2” 2-3/4” 1/2” 3,600 lbs

SBCRC58 Coil Rod Coupler 5/8” 3-1/4” 5/8” 4,800 lbs

SBCRC34 Coil Rod Coupler 3/4” 3-1/4” 3/4” 7,200 lbs

SBCRC78 Coil Rod Coupler 7/8” 4-1/4” 7/8” 9,600 lbs

SBCRC1 Coil Rod Coupler 1” 4-1/2” 1” 15,200 lbs

SBCRC114 Coil Rod Coupler 1-1/4” 5-3/4” 1-1/4” 22,400 lbs

SBCRC112 Coil Rod Coupler 1-1/2” 7” 1-1/2” 27,200 lbs

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.

* Load rating based on 5:1 safety factor.

* To order domestic product, add “D” at the end of the part number i.e. SBCRC12D

Coil Nut

P/N Description Height Width at Flats w/Single Nut* w/Double Nut*

SBCN12 Coil Nut 1/2” 1/2” 7/8” 2,400 lbs 3,600 lbs

SBCN58 Coil Nut 5/8” 5/8” 1” 3,200 lbs 4,800 lbs

SBCN34 Coil Nut 3/4” 3/4” 1-1/8” 3,600 lbs 7,200 lbs

SBCN78 Coil Nut 7/8” 7/8” 1-3/8” 6,000 lbs 9,600 lbs

SBCN1 Coil Nut 1” 1” 1-5/8” 9,600 lbs 15,200 lbs

SBCN114 Coil Nut 1-1/4” 1-1/4” 2” 14,400 lbs 22,400 lbs

SBCN112 Coil Nut 1-1/2” 1-1/2” 2-3/8” 19,000 lbs 27,200 lbs

SBCN12HH Coil Nut 1/2” Heavy Hex 1” 7/8” 3,600 lbs —

SBCN58HH Coil Nut 5/8” Heavy Hex 1-1/4” 1” 4,800 lbs —

SBCN34HH Coil Nut 3/4” Heavy Hex 1-1/2” 1-1/8” 7,200 lbs —

SBCN78HH Coil Nut 7/8” Heavy Hex 1-3/4” 1-3/8” 9,600 lbs —

SBCN1HH Coil Nut 1” Heavy Hex 2” 1-5/8” 15,200 lbs —

SBCN114HH Coil Nut 1-1/4” Heavy Hex 2-1/2” 2” 22,400 lbs —

SBCN112HH Coil Nut 1-1/2” Heavy Hex 3” 2-3/8” 27,200 lbs —

* Load rating based on 5:1 safety factor

* To order domestic product, add “D” at the end of the part number i.e. SBCN12D

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

SBFW14451316 Flat Washer 1/4”x4”x5” with 13/16” hole 3/4” 2,700 lbs

SBFW12551116 Flat Washer 1/2”x5”x5” with 1-1/16” hole 1” 7,200 lbs

SBFW12551516 Flat Washer 1/2”x5”x5” with 1-5/16” hole 1-1/4” 10,800 lbs

SBFW34551916 Flat Washer 3/4”x5”x5” with 1-9/16” hole 1-1/2” 15,000 lbs

* Load rating based on double waler channel at 5:1 safety factor.

* To order domestic product, add “D” at the end of the part number i.e. SBFW1434916D

Flat Washers provide ad-

equate bearing at walers or

form joints and are used with

all sizes of coil rod.

Product specifications are subject to change without notice.

www.surebuilt-usa.com 15Swivel Lift Plate

Swivel Lift Plate

P/N A B C D Bolt Dia. Min Bolt Length Tension*

SBSLP34 5” 2-5/8” SBSLP1 5” 2-5/8” 5-1/8” 5/8” 5-1/8” 5/8” 3/4” 4” 7,000 lbs

1” 5” 10,000 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

Designed for attaching to any type of

single lift insert. Available in 3/4” and

1” coil bolt sizes.

Double Swivel Lift Plate

Bail portion of the lift plate rotates a full 360° in horizontal plane and will also swivel 180° in a vertical plane.

Double Swivel Lift Plate

P/N H W Bolt Dia. Min Bolt Length Tension*

SBDSLP34 1-1/2” 5” 3/4” 4-1/2” 7,000 lbs

SBDSLP1 2” 5” 1” 5” 10,000 lbs

SBDSLP114 2-3/4” 7” 1-1/4” 6” 15,000 lbs

SBDSLP112 2-3/4” 7” 1-1/2” 6” 20,000 lbs

* 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.

Permits rotation of the bail in the direc-

tion of the rigging and applied loading

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 condi-

tions when the panel thickness is 6” or greater. Cut washers are required under the head of each bolt.

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

Edge Lift Plate

The Edge Lifting Plate is designed to be used with either the double edge or double end pick-up insert. Mini-

mum 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.

Call 708-493-9569Ferrule Inserts

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

Product specifications are subject to change without notice.

www.surebuilt-usa.com 17Ferrule

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 Only*

P/N Description Diameter

(D)

Length

(L) Threads Engagement

Maximum

SBFO38PL Ferrule Only 3/8” 9/16” 1-1/4” 16/inch 3/4”

SBFO12PL Ferrule Only 1/2” 11/16” 1-3/8” 13/inch 1”

SBFO58PL Ferrule Only 5/8” 7/8” 1-5/8” 11/inch 1-1/8”

SBFO34PL Ferrule Only 3/4” 1” 1-5/8” 10/inch 1-1/8”

SBFO78PL Ferrule Only 7/8” 1-3/8” 1-5/8” 9/inch 1-1/8”

* No Safe Working Load listed for individual ferrules

* 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.

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

SBFIL126 11/16” 1-3/8” 6-1/8” .306 1/2” 8” 4,000 lbs

SBFIL584 7/8” 1-5/8” 4-1/8” .225 5/8” 5” 3,000 lbs

SBFIL586 7/8” 1-5/8” 6-1/8” .375 5/8” 8” 5,000 lbs

SBFIL344 1” 1-5/8” 4-1/8” .225 3/4” 5” 3,000 lbs

SBFIL346 1” 1-5/8” 6-1/8” .375 3/4” 9” 5,000 lbs

SBFIL786 1-3/8” 1-5/8” 6-1/8” .375 7/8” 9” 5,000 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

* 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.

Call 708-493-9569Ferrule 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*

P/N Diame-

ter (D)

Ferrule

(F)

Length

(L)

Radius

(R)

Wire

(W)

Bolt

Dia

Min Edge

Distance Tension**

SBFIF38234 9/16” 1-1/4” 2-3/4” 9/16” .243 3/8” 5” 2,000 lbs

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

SBFIF34312 1” 1-5/8” 3-1/2” 13/16” .262 3/4” 5” 2,400 lbs

SBFIF786 1-1/4” 1-5/8’ 6” 1-3/8” .375 7/8” 8” 5,300 lbs

SBFIF16 1-3/8” 1-5/8” 6” 1-3/8” .375 1” 8” 5,300 lbs

* 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.

Ferrule Insert – Wing*

P/N Diameter

(D)

Ferrule

(F)

Height

(H)

Length

(L)

Wire

(W)

Bolt

Dia

Min Edge

Distance Tension**

SBFIW12134 11/16” 1-3/8 1-3/4” 4-1/2” .225 1/2” 5” 1,200 lbs

SBFIW582716 7/8” 1-5/8 2-7/16” 4-3/4” .306 5/8” 6” 2,500 lbs

SBFIWI342716 1” 1-5/8 2-7/16” 4-7/8” .306 3/4” 6” 2,650 lbs

SBFIW34358 1-3/8” 1-5/8 3-5/8” 4-7/8” .306 3/4” 8” 4,500 lbs

SBFIW12716 1-3/8” 1-5/8 2-7/16” 5-1/8” .375 1” 6” 4,500 lbs

SBFIW1458 1-3/8” 1-5/8 4-5/8” 5-1/8” .375 1” 9” 6,500 lbs

* 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.

www.surebuilt-usa.com 19Ferrule 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 – L-Leg*

P/N Diameter

(D)

Height

(H)

Length

(L)

Leg Length

(R)

Wire

Dia (W) Bolt Dia Min Edge

Distance Tension**

SBFILL34318 1” 3-1/8” 1-5/8” 7” .306 3/4” 7” 3,500 lbs

SBFILL1418 1-3/8” 4-1/8” 1-5/8” 9-1/2” .306 1” 9” 4,500 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.

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.

Call 708-493-9569Ferrule 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 Length

(A)

Coil Dia

(B) Coil (C) (W) Wire Dia

Struts Bolt Dia Min Edge

Distance Tension* Shear*

SBFIOC34458 4-5/8” 2-1/8” 1-1/2 .375 2 3/4” NC 6” 4,250 lbs 4,250 lbs

SBFIOC78618 6-1/8” 2-1/2” 2-1/4 .375 2 7/8” NC 7” 5,000 lbs 5,000 lbs

SBFIOC1558 5-5/8” 2-1/2” 2-1/4 .440 2 1” NC 7” 6,250 lbs 6,250 lbs

SBFIOC1758 7-5/8” 2-3/4” 2-3/4 .440 4 1” NC 10” 10,000 lbs 12,000 lbs

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

Product specifications are subject to change without notice.

www.surebuilt-usa.com 21Ductile 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.

Ductile Insert*

P/N Length

(A) Thread Depth Bolt

Dia

Min Edge

Distance Ultimate**

SBDFI125 5” 7/8” 1/2” NC 8” 18,000 lbs

SBDFI586 6” 1” 5/8” NC 10” 24,000 lbs

SBDFI347 7” 1-1/4” 3/4” NC 12” 34,600 lbs

SBDFI78712 7-1/2” 1-3/8” 7/8” NC 15” 43,000 lbs

SBDFI18 8” 1-1/2” 1” NC 16” 59,000 lbs

SBDFI11810 10” 1-3/4” 1-1/8” 20” 75,500 lbs

12” 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.

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.

Product specifications are subject to change without notice.

Call 708-493-9569Threaded 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)

SBTPP14 1/4” NC

SBTPZ14 1/4” NC

SBTPP38 3/8” NC

SBTPZ38 3/8” NC

SBTPP12 1/2” NC

SBTPZ12 1/2” NC

SBTPP58 5/8” NC

SBTPZ58 5/8” NC

SBTPP34 3/4” NC

SBTPZ34 3/4” NC

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.

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.

www.surebuilt-usa.com 23Precast Concrete Insert – Steel

• 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*

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.

Call 708-493-9569Ring-Lift System

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

Product specifications are subject to change without notice.

www.surebuilt-usa.com 25Two-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.

Two-Hole Anchor

P/N Tons Clutch ID Length (L) Width (W) Thickness

(T) Tension*

SBTHA2T384 2T 2-2.5T 4” 1-1/4” 3/8” 4,000 lbs

SBTHA4T584 4T 4-5T 4” 1-1/2” 5/8” 8,000 lbs

SBTHA8T347 8T 8-10T 7” 2-1/2” 3/4” 16,000 lbs

* Safe Working Load based on a safety of 4:1 in 3,500 psi concrete.

Tension Bar

The Tension Bar is used with the Erection Anchor to distribute

tension loads into the precast segment.

Tension Bar Length (L) Requirement*

Concrete Strength

P/N Load Rebar

2,000 psi 3,000 psi 5,000 psi

SBTB2T 2-2.5T #4 2’-9” 2’-6” 1’-8”

SBTB4T 4-5T #5 3’-6” 3’-0” 2’-2”

SBTB8T 6-8-10T #6 5’-6” 4’-6” 3’-3”

* Safe Working Load based on a safety of 4:1 in 3,500 psi concrete.

* Minimum reinforcing length (L) needed to develop the full strength of the anchor.

Product specifications are subject to change without notice.

Call 708-493-9569T-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.

T-Bar Anchor*

P/N Tons Length

(L)

WIDTH

(W)

Thickness

(T)

Bar Dia

(B)

Minimum

Panel

Tension and

Shear**

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

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

SBTBA4T758 4T 7-1/4” 1-1/2” 5/8” 1/2” 7-5/8” 8,000 lbs

SBTBA4T818 4T 7-3/4” 1-1/2” 5/8” 1/2” 8-1/8” 8,000 lbs

SBTBA8T1112 8T 6-1/8” 2-1/2” 3/4” 3/4” 11-1/2” 8,900 lbs

SBTBA8T1134 8T 11-1/8” 2-1/2” 3/4” 3/4” 11-3/4” 16,000 lbs

* 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.

www.surebuilt-usa.com 27Foot 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.

Foot Anchor*

P/N Tons Clutch Length

(L)

Width

(W)

Shaft

(S)

SBRFA25312G 2.5T 2-2.5T 3-1/2” 1-5/16” 1/2” SBRFA25512G 2.5T 2-2.5T 5-1/2” 1-5/16” 1/2” SBRFA25612G 2.5T 2-2.5T 6-1/2” 1-5/16” 1/2” SBRFA5312G 5T 4-5T 3-1/2” 1-13/16” 3/4” SBRFA5512G 5T 4-5T 5-1/2” 1-13/16” 3/4” SBRFA5712G 5T 4-5T 7-1/2” 1-13/16” 3/4” SBRFA5912G 5T 4-5T 9-1/2” 1-13/16” 3/4” SBRFA10512G 10T 8-10T 5-1/2” 2-5/8” 1-1/8” SBRFA107G 10T 8-10T 7” 2-5/8” 1-1/8” SBRFA1010G 10T 8-10T 10” 2-5/8” 1-1/8” * 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.

Foot Dia

(C)

1-1/2” 1-1/2” 1-1/2” 2-1/4” 2-1/4” 2-1/4” 2-1/4” 2-7/8” 2-7/8” 2-7/8” Min Edge

Distance**

6” 10-1/2” 11” 6” 10-1/2” 12-1/2” 16” 10” 12” 17” Tension and

Shear***

3,900 lbs

4,510 lbs

5,000 lbs

4,400 lbs

8,500 lbs

9,000 lbs

11,000 lbs

8,800 lbs

12,500 lbs

22,000 lbs

Call 708-493-9569Uni-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.

Uni –Anchor

P/N Tons Clutch

Shaft Dia.

(D)

Length*

(L)

Width

(W)

Thickness

(T)

Foot Dia.

(A) Tension**

SBRUA34512G 4T 4-5T 3/4” 5-1/2” 1-1/2” 5/8” 1.417” 6,000 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.

Product specifications are subject to change without notice.

www.surebuilt-usa.com 29Straight 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.

Straight Leg Insert

P/N Tons Clutch

ID Height Leg Thickness SBRSL2.5T312 2.5T 2-2.5T 3-1/2” 3/8” SBRSL2.5T512 2.5T 2-2.5T 5-1/2” 3/8” SBRSL5T312 5T 4-5T 3-1/2” 1/2” SBRSL5T412 5T 4-5T 4-1/2” 1/2” SBRSL5T512 5T 4-5T 5-1/2” 5/8” SBRSL5T912 5T 4-5T 9-1/2” 5/8” SBRSL10T512 10T 8-10T 5-1/2” 3/4” SBRSL10T7 10T 8-10T 7” 3/4” SBRSL10T9 10T 8-10T 9” 3/4” SBRSL10T12 10T 8-10T 12” 3/4” * 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.

Product specifications are subject to change without notice.

Tension*

3,900 lbs

4,600 lbs

4,400 lbs

6,200 lbs

8,000 lbs

11,000 lbs

8,800 lbs

12,500 lbs

20,000 lbs

22,000 lbs

Call 708-493-9569Double 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.

Anchor aligned to center of tee. Legs

perpendicular to single rows of strands.

Note: Anchor must be straight-up and down

in the stem of the Double Tee.

Anchor aligned to center of tee. Legs

perpendicular to double rows of strands.

Note: Anchor must be straight-up and down

in the stem of the Double Tee.

Single and Double Tee Anchor*

P/N Tons Thickness

(B)

Width

(FW)

Length

(L) Width (W)

In-Concrete

Capacity

6,000 psi

4:1 SF

Anchor Ultimate

Mechanical

Capacity

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) 20,000 lbs 80,000 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

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.

www.surebuilt-usa.com 31Wavy 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.

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

* 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.

Wavy Tail Anchor (Length 4-3/4”) Capacity

PANEL

THICKNESS

(T)

TENSION*

T / 2 TC Shear*

8” 12”

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

* 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.

Call 708-493-9569Plate 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.

Plate Anchor*

P/N Tons Clutch

Length

(L)

Width

(A)

Thickness

(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

SBRPA58438G 4T 4-5T 4-3/8” 1-1/2” 5/8” 4” 8” 5,200 lbs 5,200 lbs

SBRPA34512G 8T 8-10T 5-1/2” 2-1/2” 3/4” 4” 12” 6,350 lbs 6,350 lbs

SBRPA34718G 8T 8-10T 7-1/8” 2-1/2” 3/4” 4” 15” 10,000 lbs 10,000 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.

Product specifications are subject to change without notice.

www.surebuilt-usa.com 33Erection 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

P/N Tons Clutch

Length

(L)

Width

(W)

Thickness

(T)

Tension w/ Tension

Bar

SBDEA384G 2T 2-2.5T 4” 2” 3/8” 4,000 lbs

SBDEA587G 4T 4-5T 7” 2-1/2” 5/8” 8,000 lbs

SBDEA5876TG 6T 8-10T 7” 3-1/2” 5/8” 12,000 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

* * 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. SBDEA384DG

Tension Bar

The Tension Bar is used with the Erection Anchor to distribute

tension loads into the precast segment.

Tension Bar Length (L) Requirement*

P/N Load Rebar 2,000 psi Concrete Strength

3,000 psi 5,000 psi

SBTB2T 2-2.5T #4 2’-9” 2’-6” 1’-8”

SBTB4T 4-5T #5 3’-6” 3’-0” 2’-2”

SBTB8T 6-8-10T #6 5’-6” 4’-6” 3’-3”

* Safe Working Load (SWL) based on 4:1 safety factor in 3,500 psi concrete.

* 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.

Call 708-493-9569Erection 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 with Shear Plate

Anchor Dimension Plate Dimension P/N Tons Clutch

LENGTH

(L)

WIDTH

(W)

THICK

(T)

WIDTH

(A)

POSI-

TION (B)

LENGTH

(C)

THICK

(D)

Tension

with Ten-

sion Bar*

SBDEA384SPG 2T 2-2.5T 4” 2” 3/8” 2-1/2” 3/4” 3” 1/4” 4,000 lbs

SBDEA38425TSPG 2.5T 2-2.5T 4” 2” 3/8” 2-1/2” 3/4” 3” 1/4’7” 5,000 lbs

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

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.

www.surebuilt-usa.com 35Erection Anchor with Shear Plate Load Table

P/N Tons Clutch

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

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

SBDEA3413128TSPG 8T x 13-1/2” 8-10T 7-1/2” min 4,010 lbs 6,030 lbs 16,000 lbs

SBDEA3413128TSPG 8T x 13-1/2” 8-10T 8” 4,010 lbs 6,030 lbs 16,000 lbs

SBDEA3413128TSPG 8T x 13-1/2” 8-10T 9” 4,120 lbs 6,190 lbs 16,000 lbs

SBDEA3413128TSPG 8T x 13-1/2” 8-10T 10” 4,280 lbs 6,430 lbs 16,000 lbs

SBDEA3413128TSPG 8T x 13-1/2” 8-10T 11” 4,420 lbs 6,645 lbs 16,000 lbs

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.

* 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. SBSB2TD

Product specifications are subject to change without notice.

Call 708-493-9569X-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.

X-Foot Erection Anchor

P/N Tons Clutch

Width

(W)

Length

(L)

Thickness

(T) Tension*

SBSFEA2TG 2T 2-2.5T 2” 8” 3/8” 4,000 lbs

SBSFEA4TG 4T 4-5T 2-1/2” 9-1/2” 5/8” 8,000 lbs

SBSFEA8TG 8T 8-10T 3-1/2” 13-1/2” 3/4” 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

Product specifications are subject to change without notice.

www.surebuilt-usa.com 37X-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

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

4T x 9-1/2” 4-5T 11” 3,930 lbs 8,000 lbs 8,000 lbs

4T x 9-1/2” 4-5T 12” 4,010 lbs 8,000 lbs 8,000 lbs

8T x 13-1/2” 8-10T 7-1/2” min 4,010 lbs 7,220 lbs 16,000 lbs

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.

Product specifications are subject to change without notice.

Call 708-493-9569X-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.

X-Foot Erection Anchor w/ Shear Plate

X-Foot Dimension Shear Plate Dimension

P/N Tons Clutch

Width(W) Length

(L)

Thick-

ness

(T)

Tension

Width

(A)

From Top

(B)

Length

(C)

Thick-

ness (D)

SBSFEA2TPG 2T 2-2.5T 2” 8” 3/8” 2-1/2” 3/4” 3” 1/4” 4,000 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

SBSFEA8TPG 8T 8-10T 3-1/2” 13-1/2” 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. SBSFEA8TPDG

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.

www.surebuilt-usa.com 39X-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

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

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

4T x 9-1/2” 4-5T 11” 3,930 lbs 8,000 lbs 8,000 lbs

4T x 9-1/2” 4-5T 12” 4,010 lbs 8,000 lbs 8,000 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

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.

Product specifications are subject to change without notice.

Call 708-493-9569Mitered 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.

X-Foot Erection Anchor w/ 45o Miter and Shear Plate*

P/N Tons Clutch ID Width

(W)

Length

(L)

Thickness

(T)

Panel

Thickness Shear** Tension**

w/Tension Bar

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

SBSFEA8TMTRSPG 8T 8-10T 3-3/4” 13-3/4” 3/4” 8” min 3,500 lbs 6,200 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.

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.

www.surebuilt-usa.com 41Shear 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 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.

Shear Bar

P/N Tons Clutch

Height

(A)

Length

(L) Min Panel Thickness

SBSB2T 2T 2-2.5T 2-1/2” 13-7/8” 4”

SBSB4T 4T 4-5T 3-5/16” 13-7/8” 5-1/2”

SBSB8T 8T 8-10T 4-15/16” 13-7/8” 7-1/2”

* 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. SBSB2TD

Product specifications are subject to change without notice.

Call 708-493-9569Tension Bar

The Tension Bar is used with the X-Foot Erection Anchor

to distribute tension loads into the precast segment.

Tension Bar Length (L) Requirement*

P/N Load Rebar 2,000 psi Concrete Strength

3,000 psi 5,000 psi

SBTB2T 2T #4 2-9” 2’-6” 1’-8”

SBTB4T 4T #5 3’-6” 3’-0” 2’-2”

SBTB8T 8T #6 5’-6” 4’-6” 3’-3”

* 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. SBTB2TD

Product specifications are subject to change without notice.

www.surebuilt-usa.com 43B

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*

P/N Anchor C

SBDFFEA2.5TG 2.5 Ton Lifter A

2.5 Ton Width Length Plate B

Tension**

2-12” 8” 2-1/2”x3-1/2” 5,500 lbs

SBDFFEA5TG 5 Ton 4-5 Ton 3-1/2” 10” 3”x4” 11,000 lbs

SBDFFEA10TG 10 Ton 8-10 Ton 4-1/2” 12-1/2” 3-1/4”x4” 22,200 lbs

* 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.

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

B OF

CHECKED:

APPROVED:

840 S. 25TH A

PHONE: (708) 493

Call 708-493-9569Drop-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

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

5 Ton 4-5 Ton 9” 4,400 lbs 6,212 lbs 11,000 lbs 11,000 lbs

5 Ton 4-5 Ton 10” 4,800 lbs 6,818 lbs 11,000 lbs 11,000 lbs

5 Ton 4-5 Ton 11” 5,200 lbs 7,272 lbs 11,000 lbs 11,000 lbs

5 Ton 4-5 Ton 12” 6,100 lbs 7,575 lbs 11,000 lbs 11,000 lbs

10 Ton 8-10 Ton 7-1/2” min 4,600 lbs 6,363 lbs 17,500 lbs 22,000 lbs

10 Ton 8-10 Ton 8” 4,800 lbs 6,666 lbs 17,500 lbs 22,000 lbs

10 Ton 8-10 Ton 9” 5,450 lbs 7,272 lbs 18,000 lbs 22,000 lbs

10 Ton 8-10 Ton 10” 6,100 lbs 7,878 lbs 19,000 lbs 22,000 lbs

10 Ton 8-10 Ton 11” 6,800 lbs 8,333 lbs 20,000 lbs D

22,000 lbs

10 Ton 1

8-10 Ton 12” 7,600 lbs 8,787 lbs 22,000 lbs 1

the maximum tension strength with a Tension Bar. panel.

*** Given full embedment, reinforcement and minimum compressive strength, the anchor should achieve pullout strength equal to

** 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.

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

www.surebuilt-usa.com 45

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

D OF

CHECKED:

840 S. 25TH AVE. BELLWOOD, IL 60104

22,000 lbs

APPROVED:

PHONE: (708) 493-9569 – FAX: (708) 493-9601

MATERIAL:

DIMENSIONS ARE IN INCHES

UNLESS OTHERWISE SPECIFIED

TITLE:

DATE:

DRAWN:

2HD 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

Drop-Forged HD Sandwich Panel Erection Anchor

Part No. Tons Clutch

Dimensions

L A B C D

SBDFSPEA346G 10T 8-10T 6” 3-3/4” 2-29/32” 3/4” 4”

* 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. SBDFSPEA346DG

3/4” x 6” Sandwich Panel Erection Anchor

Drop-Forged Heavy Duty Sandwich Panel Erection Anchor

Part No. Tons Clutch

ID L A SL SW T IT

SBDFSPEA347G 10T 8-10T 7” 4-13/16” 1-13/16” 1-1/8” 3/4” 3”

SBDFSPEA348G 10T 8-10T 8” 5” 1-13/16” 1-1/8” 3/4” 4”

* 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. SBDFSPEA347DG

Scan for

data sheet

Product specifications are subject to change without notice.

Call 708-493-9569HD 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.

HD Sandwich Panel Erection Anchor wShear Plate

P/N Tons Clutch

ID Dimensions

L A B C D E F

Plasma-Cut HD Sandwich Panel Erection Anchor wShear Plate 8T

SBPCSPEA346SPG 8T 8-10T 6” 3-3/4” 2-29/32” 3/4” 4” 3” 3-1/2”

Drop-Forged HD Sandwich Panel Erection Anchor wShear Plate 10T

SBDFSPEA346SPG 10T 8-10T 6” 3-3/4” 2-29/32” 3/4” 4” 3” 3-1/2”

* 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. SBPCSPEA346SDG

HD Sandwich Panel Erection Anchor wShear Plate for 9” Panel (3”x3”x3”)

Tons Tension Shear Parallel

to Thickness*

Shear Parallel to Thickness

2.66:1 SF**

Shear Perpendicular to Thickness

4:1 SF*

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.

HD Sandwich Panel Erection Anchor wShear Plate for 10” Panel (4”x3”x3”)

Tons Tension Shear Parallel

to Thickness*

Shear Parallel to Thickness

2.66:1 SF**

Shear Perpendicular to Thickness

4:1 SF*

8T 17,600 lbs 5,700 lbs 4,200 lbs 9,400 lbs

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.

www.surebuilt-usa.com 47Sandwich 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.

Drop-Forged Foot Erection Anchor*

P/N Ton Clutch

ID L A B C D

SBSPEA586G 4T 4-5T 6” 3-1/2” 1-3/8” 5/8” 3-3/4”

SBSPEA346G 8T 8-10T 6” 3-3/4” 2-29/32” 3/4” 4”

* 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”)

Tons Tension* Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular

to Thickness 4:1 SF*

4T 8,000 lbs 4,500 lbs 8,000 lbs

8T 16,000 lbs 5,170 lbs 9,400 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 8” Thickness (4”x2”x2”)

Tons Tension* Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular

to Thickness 4:1 SF*

4T 8,000 lbs 4,950 lbs 8,000 lbs

8T 16,000 lbs 5,200 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.

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.

Call 708-493-9569Sandwich 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”

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”

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”)

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular to

Thickness 4:1 SF*

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular

to Thickness 4:1 SF*

8T 16,000 lbs 5,170 lbs 9,400 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”)

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular

to Thickness 4:1 SF*

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular

to Thickness 4:1 SF*

8T 16,000 lbs 5,170 lbs 9,400 lbs

8T 16,000 lbs 5,200 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.

www.surebuilt-usa.com 49Sandwich Panel Erection Anchor for 12” Thickness

(6”x3”x3”)

Sandwich Panel Erection Anchor for 12” Thickness

(3”x3”x6”)

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular to

Thickness 4:1 SF*

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular

to Thickness 4:1 SF*

8T 16,000 lbs 5,170 lbs 10,900 lbs

8T 16,000 lbs 5,400 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.

Mitered Sandwich Panel Erection Anchor for 10” Thickness

(4”x3”x3”)

Mitered Sandwich Panel Erection Anchor for 12” Thick-

ness (6”x3”x3”)

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular to

Thickness 4:1 SF*

Tons Tension

4:1 SF

Shear Parallel to

Thickness 2.66:1 SF**

Shear Perpendicular

to Thickness 4:1 SF*

8T 16,000 lbs 5,170 lbs 9,400 lbs

8T 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: