Bridge Deck Forming

Bridge Deck

FormingSafety Information

Read, understand and follow the information in this publication before using any of these SureBuilt bridge

deck products and accessories. When in doubt about the proper use or installation of any SureBuilt product,

immediately contact the nearest SureBuilt branch for clarification.

SureBuilt products are intended for use by trained, qualified and experienced users only. Misuse or lack of

supervision and/or inspection can contribute to serious accidents or deaths. Any application other than those

shown in this publication should be carefully tested and supervised before use.

The user of SureBuilt products must evaluate the application, determine the safe working load and control all

field conditions to prevent load in excess of product(s) capacity. Safety factors shown in this publication are

approximate minimum values. The data used to develop safe working loads for products is a combination of

actual testing and/or other industry sources. Do not exceed the recommended safe working loads.

Worn Parts

For safety, bridge deck products and accessories must be properly maintained. Products may be subject to

wear, overloading, corrosion, deformation, alteration and other factors that may affect performance. It is the

responsibility of the user to schedule regular inspections and remove worn and damaged parts from service.

Field Modification

Field welding can compromise product performance, alter load capacities, and create hazardous situations.

Consult with a local welding supply dealer to determine appropriate welding procedures. Do not weld any

casting unless approved by a licensed metallurgical engineer. SureBuilt can not be responsible for any product

alterations or field modifications.

Interchangeability

Bridge deck products manufactured and supplied by SureBuilt are designed as a system. When used properly,

SureBuilt products have proven to be among the best and safest in the industry. SureBuilt strongly discourages

efforts to interchange products supplied by other manufacturers because it may diminish the performance and

safety of the system.

Design Changes

SureBuilt reserves the right to change product designs,

specifications, capacities and/or dimensions at any time and

without prior notice.

Safety Factors

Safety factors established by the Occupational Safety and Health

Administration (OSHA), Act Part 1910 and American National

Standards Institute (ANSI 10.9) are recommended. Safety factors

should be adjusted when different or unusual conditions exist.

Safe Working Load Direction

All Safe Working Loads (SWLs) for the hangers shown in this

catalog are axial loads for which the hangers are rated. The

hanger SWL is in the direction of the hanger coil rod. Depending

on the angle of a rod in the particular bracket configuration, the

vertical load which can be supported by the bracket (bracket SWL)

may be less than the hanger SWL.

Industry Recommendation

Safety Factor* Intended Application

2 to 1 Form Hanger

2 to 1 Formwork

3 to 1 Form Anchor

* Minimum requirement.

Call 708-493-9569Table of Contents

Precast StayPanelTM

. …………………………………………………………………………………………….4

Interior Hangers. …………………………………………………………………………………………………..6

Exterior Hangers………………………………………………………………………………………………..16

Bridge Overhang Brackets…………………………………………………………………………………..24

Interior Hanger Spacing Tables…………………………………………………………………………….28

Exterior Hanger Spacing Tables……………………………………………………………………………32

Wall Plate Spacing Tables……………………………………………………………………………………61

Joist Spacing……………………………………………………………………………………………………..67

Ledger Spacing . …………………………………………………………………………………………………69

Different Interior/Exterior Hanger Spacing. ……………………………………………………………..74

Welding Half Hangers. …………………………………………………………………………………………75

Product specifications subject to change without notice.

www.surebuilt-usa.com 3Precast StayPanelTM

Precast StayPanelTM

SureBuilt, with partner Precasteel, has combined the best in design and manufacturing, with extensive industry

experience, to create an effective, efficient and safe precast overhang system called StayPanelTM to meet the

increasing industry demand to build bridges more safely and in less time.

The StayPanelTM is an innovative product for precast concrete producers to manufacture and for bridge

constructors to utilize for efficiency and safety.

Each 5’ long section of StayPanelTM can be fastened in 5 minutes.

Sequence for Precast StayPanelTM

1. Install SIPFF 2. Install Deck Reinforcement 3. Pour Deck 4. Install Barrier Reinforcement 5. Pour Barrier or Slip Form

Scan for StayPanel

data sheet and

Hardware Guide

StayPanelTM is designed to load the girder flange equally and thus reduce damages that occur to the flange

during bridge deck placement. Safety railing and pick supports for walkway boards are available.

Call 708-493-9569Precast StayPanelTM

StayPanelTM Benefits

Complete bridge construction in less time with significantly

less labor and fewer bridge overhang brackets.

No bracing against the web, overhang loads are distributed

along the top of the girder.

No need for access or lifts from underneath, all

construction activities are accessible from the top.

No formwork failure, coil rod strut resists uplift during

concrete placement and any wind loads.

No quality issues regarding lumber rails or bracing,

overhang is safer and eliminates form disposal.

No returns for rubbing out concrete girders or touch-up

painting steel girders.

Integrated and less permeable concrete surface provides

longer service life.

Ferrule Plate Anchors are

cast in at Precast site.

Stud Anchors create a

mechanical connection

between

U-Strap Connector Coil Loop

To Use StayPanelTM Stay-in-Place Fascia Form

1. Stay-in-Place Fascia Forms (SIPFF) are typically

considered a means & methods provided

the inside face of the SIPFF is held to the outside

face of the proposed barrier line.

2. The contractor is responsible for all means &

methods and should propose the use of

SIPFFs early in the project to allow sufficient time for

review and acceptance by the owners representative

to avoid delays in the overall project schedule.

3. Standard SIPFFs can be used on both steel &

concrete fascia girders in most cases.

4. Standard SIPFFs come in three (3) types, ranging

from 0” to 36” soffit widths.

5. Go to www.precasteel.com to view & request

submittal packages for standard panel types;

custom panel design services are available upon

request.

Pick Support Brackets

transverse bidwell.

Steel Railing can be

painted or galvanized

StayPanelTM Hardware is manufactured by

SureBuilt StayPanelTM installed and safety rail attached to cast-

in anchors.

www.surebuilt-usa.com 5Interior Hangers

Interior Hangers

Type 1 Interior Hanger. …………………………………………………………………………………………9

Type 4 Interior Hanger. ………………………………………………………………………………………..10

Type BDH-1 Broached Interior Hanger. ………………………………………………………………….10

Wire Beam Saddle Hanger. ………………………………………………………………………………….11

Type 1-S Interior Half Hanger. ………………………………………………………………………………12

Type 1-C Interior Half Hanger. ………………………………………………………………………………12

Precast Half Hanger……………………………………………………………………………………………14

Adjustable Half Hangers. ……………………………………………………………………………………..15

Hook Half Hanger……………………………………………………………………………………………….16

Type 4-B Ty-Down Half Hanger. ……………………………………………………………………………16

Fillet Hanger………………………………………………………………………………………………………17

Fillet Clip. …………………………………………………………………………………………………………..17

Interior bridge deck hangers are typically fabricated using two steel end clips that have been welded to an

appropriate sized wire or formed metal connecting strut. In most cases, the end clips used on interior hangers

locate two coil bolts, one on each side of the bridge beam, at 90° to the top surface of the beam. These

hangers can be used on rolled structural steel beams, fabricated steel plate girders or precast/prestressed

concrete girders.

Sometimes there is a need for an interior half hanger that may be welded to the top flange of a steel beam,

attached to the shear studs on a steel beam or the rebar shear connectors on concrete girders. However,

most Department of Transportation (DOT) specifications prohibit any type of field welding to flanges in tension

zones, restricting welding to compression zones only. When this restriction is encountered, several types of

clip-on hangers are an available alternative.

Interior hangers are placed at predetermined locations along the top of the interior bay beams to support

bridge deck formwork loads, including the live load, dead load and formwork load. Once the formwork has

been completed and concrete is placed, the interior hangers support the weight of the freshly placed concrete.

After the concrete reaches a specified strength, the hardware and formwork are removed.

All interior hangers are identified by the shape of the end section. Unless noted, all end sections are designed

to accept a standard 1/2” diameter coil bolt/rod and nut. Since flanges will vary, it is essential to have the beam

dimensions before ordering.

For safety reasons, a qualified person must accurately calculate the loads for the interior hanger. Calculated

loads must be equal to or less than the safe working load. Contact the SureBuilt for assistance in determining

the applied loads and interior hanger spacing.

Product specifications subject to change without notice.

Call 708-493-9569Interior Hangers

Type 1 Interior Hanger

When a bridge deck is designed with a fillet that extends a short distance away from the edge of the beam

(shown below), a Type 1 Interior Hanger is often selected. The hanger is designed to allow 1/8” maximum

clearance between the edge of the beam and the supporting 1/2” diameter coil bolt.

Turning the coil nuts will raise/lower the bridge deck formwork to grade. Any adjustment must always maintain

a thread penetration greater than 1/2” when measured from the top of the coil nut.

Full bearing of the end clips is required to maintain the safe working load of the hanger. Hangers must be

loaded equally on both sides to maintain formwork balance and prevent tipping.

Plywood

Deck

1/2” Coil Nut

Interior Hanger 1/2” Minimum

Fillet Clip

or Fillet Hanger

2” Min

Joist

Edge of Flange

3/8” Typical

Flat Washer

and 1/2” Coil Nut

Double Ledger

Adjustable Coil Bolt

Flat Washer

and 1/2” Coil Nut

Adjustable Coil Bolt Assembly Flat Washer

and 1/2” Coil Nut

Fixed Length Coil Bolt Assembly

Safe Working Load: 3,500 lbs per side

Industry safety factor 2:1

Warning: Hanger must be loaded equally

www.surebuilt-usa.com 7Interior Hangers

Type 4 Interior Hanger

The Type 4 Interior Hanger is a heavy-duty strut design (.440) used when there is a fillet next to the flange. The

end clips accept 1/2” coil rod/washer/nut to support the interior formwork loads. The interlock portion of the end

clip provides a reaction point that reduces bending when hangers are used on extremely wide flanges.

1/2” Minimum 1/2” Coil Nut

2” Minimum

2-1/2”

5/8” Flange Interlock

Double Ledger

Type 4 Hanger with

heavy-duty .440 strut

Safe Working Load: 6,000 lbs per side

Flat Washer

and 1/2” Coil Nut

Industry safety factor 2:1

Warning: Hanger must be loaded equally

Type BDH-1 Broached Interior Hanger

The Type BDH-1 Broached Interior Hanger is a simple, yet strong, method of suspending formwork from

bridge beams. For steel beams or girders, legs formed at 90° to the top flange. For concrete girders or box

beams, legs formed at 15° to vertical are recommended.

A standard 1” breakback is part of the hanger. After the formwork is removed, the exposed leg is flexed back

and forth until it breaks off.

1/2” Min

Haunch

3” Crosspiece

Breakback

1/2” Coil Nut and Washer

90°

2” Minimum

1/2”

Safe Working Load: 4,500 lbs per side

Total

Drop

Industry safety factor 2:1

Warning: Hanger must be loaded equally

1/2” Coil

Thread

Length

Call 708-493-9569Interior Hangers

Saddle Hanger – Wire Type

The Saddle Hanger does not require any hardware or adjustment. The hangers are “saddled” over the beam 2’

on-center, the joists are placed over the wire and decked with plywood. Hangers are made with #4 gauge wire,

for a beam flange greater than 2”, in drop dimensions to match the lumber joists.

Saddle Hangers are recommended for use with lumber joists only and extend a minimum of 2” beyond the

hanger wire. Do not use adjustable horizontal shoring, steel beams or other metal joists.

Beam Saddle Hanger – Wire Type

Safe Working Load: 1,200 lbs per side

Industry safety factor 2:1

Warning: Hanger must be loaded equally

Saddle Hanger – Plate Type

The Saddle Hanger does not require any hardware or adjustment. The hangers are “saddled” over the beam

2’ on-center, the joists are placed into the wire hangers and decked with plywood. Hangers are made with #4

gauge wire, for a beam flange greater than 2”, in drop dimensions to match the lumber joists.

The addition of plates to the hanger wire increases the safe working load. The plate supports more of the

lumber surface are without being deformed.

Saddle Hangers are recommended for use with lumber joists only and extend a minimum of 2” beyond hanger

plate. Do not use adjustable horizontal shoring, steel beams or other metal joists.

Beam Saddle Hanger – Plate Type

Safe Working Load: 1,500 lbs per side

Industry safety factor 2:1

Warning: Hanger must be loaded equally

www.surebuilt-usa.com 9Interior Hangers

Type S Interior Half Hanger

All the Type S Interior Half Hangers (see table) are designed for steel beams. Each Type 1-S Interior Half

Hanger is produced with a single 1⁄2” end clip welded to a formed wire strut that measures 6” from the center

line of the bolt to the end of strut. The hanger is welded to the top of the beam when job conditions prevent the

use of standard two-sided hangers.

Safe Working Load: varies by Type

Industry safety factor 2:1

Steel Beam Application

Warning: Hanger must be welded properly

Type C Interior Half Hanger

All the Type C Interior Half Hangers (see table) are designed for concrete beams. Each Type C Interior Half

Hanger is produced with a single 1⁄2” end clip welded to a formed wire strut that measures 9” from the center

line of the bolt to the end of strut. The hanger is welded to the rebar shear connectors that extend from the top

of the concrete beam when job conditions prevent the use of standard two-sided hangers.

Hanger capacity can be improved by welding a steel plate to the rebar shear connectors, then welding the

hanger strut to the steel plate.

Weld Half Hanger to

Rebar Shear Connectors

Vertical Fillet Welds

(Both Sides of Rebar)

5,000 psi concrete or greater

with 5” minimum flange

5,000 psi concrete or greater

with 5” minimum flange

Precast Concrete Girder Application

Special Precast Concrete Girder Application

Safe Working Load: varies by Type

Industry safety factor 2:1

Warning: Hanger must be welded properly

Call 708-493-9569Interior Hangers

Type Drawing Configuration Length Haunch SWL* Dimension

1-C Jogged 9” – 3,000 lbs 2”

1-S Jogged 6” – 3,000 lbs 2”

4-C Straight 9” – 6,000 lbs 2”

4-S Straight 6” – 6,000 lbs 2”

The Safe Working Load (SWL) for Type S hangers is based on a safety factor of 2:1. Inadequate or improper field

welding will limit the SWL of the hanger.

* The Safe Working Load (SWL) for Type C hanger is based on a safety factor of 2:1. The SWL requires a minimum

concrete flange thickness of 5” and compressive strength of 5,000 psi. Inadequate or improper field welding will limit

the SWL of the hanger.

www.surebuilt-usa.com 11Interior Hangers

Precast Interior Half Hangers

The Precast Interior Half Hangers are installed at predetermined locations during the precast concrete beam

production process. Half hangers must be installed so there is a 1/8” clearance between the edge of the beam

and the 1/2” coil rod/bolt. Half hangers must be positioned so the end clip will bear on the top surface of the

precast concrete beam.

•

Type 1-PR Precast Half Hanger – 90° end clip (when fillet is required)

Type 4-PR Precast Half Hanger – 90° end clip (when fillet is required)

Type 1-PR Precast Half Hanger

3,000 lbs SWL

Type 4-PR Precast Half Hanger

6,000 lbs SWL

Call 708-493-9569Interior Hangers

Adjustable Interior Half Hanger

These Adjustable Interior Half Hangers support interior deck formwork when one-sided forming is required and

welding is not permitted by the Department of Transportation (DOT) specification. The Stirrup Clip is available

for rebar sizes #3 through #8 or stud diameters 3⁄8”, 1⁄2”, 5/8”, 3⁄4”, 7/8” and 1-3⁄8“ as required. Half Hangers

must be positioned so the end clip will bear on the top surface of the precast concrete beam.

•

Type 1 Adjustable Half Hanger – 90° end clip (when fillet is required)

Length as Required

2” Min

Stirrup Clip

1/2” Minimum

1/2” Coil Rod

1/2” Coil Nut

1-1/4”

1/2” Coil Nut

9/16” Holes

1/8”

5,000 psi concrete or greater

with 5” minimum flange

Type 1 Adjustable Half Hanger

with one Stirrup Clip

3/8”

Stirrup Clip

for Rebar or Stud

Length as Required

Adjustable Interior Half Hanger

Stirrup Clip

Type Safe Working Load* Max

One Clip Two Clips

Haunch

Min

Length

1/2” Min

1 3,000 lbs 3,000 lbs 0 8”

* Safe Working Load (SWL) with 2:1 safety factor.

* Two 1/2” Coil Nuts must compress each Stirrup Clip

to the rebar or stud.

1/2” Coil Nuts (4)

5,000 psi concrete or greater

with 5” minimum flange

Type 1 Adjustable Half Hanger

with two Stirrup Clips

www.surebuilt-usa.com 13Interior Hangers

Interior Hook Half Hangers

The Interior Hook Half Hangers is designed to slip over the edge of a steel girder having a minimum 1/2” flange

thickness. These hangers are typically used with stay-in-place metal decking or prestressed concrete.

•

Type 1-B Hook Half Hanger – for fillet

Type 4-B Hook Half Hanger – heavy-duty version for fillet

2-3/4”

1-1/4”

1/4”

1”

Hook Half Hanger

hook detail for steel girder

Safe Working Load: 3,500 lbs per side

Type 1-B Hook Half Hanger

for fillet

Industry safety factor 2:1

Warning: Hook end must capture flange

Safe Working Load: 5,000 lbs per side

Industry safety factor 2:1

Warning: Hook end must capture flange

Type 4-B Hook Half Hanger

heavy-duty version for fillet

Type 4-B Ty-Down Half Hanger

This is an excellent hanger for applications requiring a heavy duty interior half hanger. Normally supplied hot

dipped galvanized after fabrication as a portion of the hanger will normally not be encased in the concrete deck

leaving the exposed portion to rapidly corrode if not protected with a heavy zinc coating.

Safe Working Load: 6,000 lbs per side

Industry safety factor 2:1

Warning: Hook end must capture flange

Call 708-493-9569Interior Hangers

Fillet Hanger

A Fillet Hanger is used to support the lumber haunch and/or filler strips that simplify deck framing and stripping.

The hanger is available for interior and exterior configurations and is designed with a standard 1” breakback.

Do not weld Fillet Hanger to beam. Do not stand on strips supported only by the Fillet Hanger.

Beam Width

1” Breakback

3/8” Min

Beam Width

3/8” Min

1-1/8” Min

2-3/4” 2-3/4”

2”

2-3/4”

Fillet Hanger – Interior Type

Fillet Hanger – Exterior Type

Safe Working Load: 100 lbs per side

Industry safety factor 2:1

Warning: Hanger must be loaded equally

Fillet Clip

The Fillet Clip is used to support lumber haunch and/or filler strips by bolting through a 1⁄2” Coil Bolt (not in-

cluded). The clip is available for flange thickness of 3⁄4” or greater with optional plastic feet.

Do not weld Fillet Clip to beam. Do not stand on strips supported only by the Fillet Clip.

1/2” Coil Nut

Fillet Clip 1/2” Min

Flat Washer

1/2” Coil Bolt

Fillet Clip

Safe Working Load: 350 lbs per side

Industry safety factor 2:1

Warning: Hanger must be loaded equally

www.surebuilt-usa.com 15Exterior Hangers

Exterior Hangers

Type 1-A Exterior Hanger…………………………………………………………………………………….19

Type 4-A (and 9-A) Exterior Hanger………………………………………………………………………19

Type 4-AB Exterior Hook Hanger………………………………………………………………………….20

Type 4-A, 4-AN (and 9-AN) Exterior Half Hanger. ……………………………………………………20

Type 4-AB (and 9-AB) Exterior Half Hanger. …………………………………………………………..21

Type 4-APR (and 9-APR) Precast Exterior Half Hangers. …………………………………………22

Type S Exterior Half Hangers……………………………………………………………………………….22

Adjustable Exterior Half Hangers. ………………………………………………………………………….23

Type BDH-3 Broached Exterior Hanger. …………………………………………………………………24

Type C Exterior Half Hangers. ………………………………………………………………………………25

Exterior bridge deck hangers are typically fabricated using two steel end clips that have been welded to

an appropriate sized wire or formed metal connecting strut. In most cases, the end clips used on exterior

hangers locate two bolts, one at 90° to support the interior side and one at 45° to support the overhang side

of the formwork. These hangers can be used on rolled structural steel beams, fabricated steel plate girders or

precast/prestressed concrete girders.

Exterior hangers are placed at predetermined locations along the top of the outer bridge beams to support

bridge deck formwork loads, including the live load, dead load, formwork load and usually on the overhang,

a concrete conveyor and/or finishing machine load. Once the formwork has been completed and concrete is

placed, the interior hangers support the weight of the freshly placed concrete. After the concrete reaches a

specified strength, the hardware and formwork are removed.

All exterior hangers are identified by the shape of the end section. Unless noted, all end sections are designed

to accept a standard 1/2” diameter coil bolt/rod and nut. Since flanges will vary, it is essential to have the beam

dimensions before ordering.

For safety reasons, a qualified person must accurately calculate the loads for the overhang bracket. Calculated

loads must be equal to or less than the safe working load. Contact the SureBuilt Technical Service for

assistance in determining the applied loads and exterior hanger spacing.

Product specifications subject to change without notice.

Call 708-493-9569Exterior Hangers

Type 1-A Exterior Hanger

The Type 1-A Exterior Hanger is used when there is a fillet on the interior side and an overhang on the exterior

side of a steel beam The hanger is designed to allow 1/8” maximum clearance between the inside edge of

the beam and the supporting 1/2” diameter coil bolt. Turning the coil nuts will raise/lower the deck formwork to

grade. End clips accept 1/2” diameter coil rods and nuts.

3” Minimum 1/2” Minimum

2” Minimum

Safe Working Load: 3,500 lbs per side

Industry safety factor 2:1

3/8”

Warning: Hanger must be loaded equally

Only use this hanger when the weight

of finishing and/or conveyor machine is

supported directly on the exterior beam.

2-1/2” Minimum

Type 4-A (and 9-A) Exterior Hanger

The Type 4-A Exterior Hanger is fabricated with 90° and 45° end clips, both of which are welded to a 0.440”

diameter wire strut. End clips accept 1/2” diameter coil rods and nuts.

Type 9-A Exterior Hanger is similar to the 4-A, except it is fabricated with heavier end clips which are welded

to a 3/4” diameter wire strut. End clips accept 3/4” diameter coil rod and nuts. The Type 9-A is intended for use

with a HD Bridge Overhang Bracket.

1/2” Minimum

3” Minimum

2” Minimum

Interlock

Safe Working Load: 6,000 lbs for 4-A

Safe Working Load: 11,300 lbs for 9-A

Industry safety factor 2:1

Type 9-A requires a 3/4” Heavy Hex Coil

Nut or double 3/4” Coil Nuts and Cut

Washer to develop the safe working load.

Warning: Hanger must be loaded equally

www.surebuilt-usa.com 17Exterior Hangers

Type 4-AB Exterior Hook Hanger

The Type 4-AB Exterior Hook Hanger is used when field welding to the steel beam is prohibited. The hanger

“hooks” over the interior side and a 45° end clip supports the overhang bracket formwork. The end clip accepts

1/2” diameter coil rod and nuts.

Safe Working Load: 5,000 lbs

Industry safety factor 2:1

3-1/2” Minimum

Warning: Hook must capture flange

2-3/4”

1-1/4”

1/4”

1”

Hook Half Hanger

hook detail for steel girder

Type 4-A, 4-AN (and 9-AN) Exterior Half Hanger

The Type 4-A and 4-AN Exterior Half Hanger is designed for bridge rehabilitation and bridge widening projects

where only exterior formwork support is required. The safe working load of the these hangers is dependent on

the strength of the stud-to-flange weld.

This half hanger can also be used on precast concrete beams with 5” minimum flange thickness on Type 4-A

and 4-AN half hangers and 6” on Type 9-AN half hanger.

The Type 9-AN Half Hanger has a larger diameter strut and end clip designed for 3/4” diameter coil rod, giving

it greater capacity for use with a Heavy Duty Bridge Overhang Bracket.

Safe Working Load: 6,000 lbs for 4-A

Safe Working Load: 6,000 lbs for 4-AN

Safe Working Load: 11,300 lbs for 9-AN

1/2” Minimum

Industry safety factor 2:1

Warning: Hanger must be bolted to stud

The safe working load is based on a

properly welded 3/4” diameter stud with a

minimum tensile strength of 55,000 psi.

Type 9-AN requires a 3/4” Heavy Hex

Coil Nut or double 3/4” Coil Nuts and Cut

Washer to develop the safe working load.

Call 708-493-9569Exterior Hangers

Type 4-AB (and 9-AB) Exterior Half Hanger

The Type 4-AB Half Hanger is used to support overhang formwork when stay-in-place metal decking is used

on the interior bays. The Half Hanger consists of 90° end clip with a J-shape to hook onto the beam flange and

a 45° end clip to support the overhang bracket formwork. End clips accept 1/2” diameter coil rods and nuts.

The Type 9-AB Half Hanger has a larger diameter strut and end clips designed for 3/4” diameter coil rod, giving

it greater capacity for use with a Heavy Duty Bridge Overhang Bracket.

Type 9-AB requires a 3/4” Heavy Hex

Coil Nut or double 3/4” Coil Nuts and Cut

3” Minimum

Washer to develop the safe working load.

Safe Working Load: 6,000 lbs for 4-AB

Safe Working Load: 11,300 lbs for 9-AB

DIMENSIONS ARE IN INCHES

UNLESS OTHERWISE SPECIFIED

TOLERANCE:

DECIMAL: ±0.0313

FRACTOR: ±1/32″

ANGULAR: ±1°

UNLESS OTHERWISE SPECIFIED

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

MATERIAL:

PART NO:

TITLE: DATE:

DO NOT SCALE DRAWING

TYPE 9-AB

(BRIDGE HANGER)

Industry safety factor 2:1

DRAWING NO:

FINISH: WEIGHT:

SIZE: 11 X 17

REV: SHEET:

11/7/2022

DRN. BY:

CKD. BY:

APPR’D. BY:

COMPANY IS PROHIBITED.

840 S. 25TH AVE. BELLWOOD, IL 60104

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

Warning: Hanger must be loaded equally

DIMENSIONS ARE IN INCHES

UNLESS OTHERWISE SPECIFIED

TOLERANCE:

DECIMAL: ±0.0313

FRACTOR: ±1/32″

ANGULAR: ±1°

UNLESS OTHERWISE SPECIFIED

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.

MATERIAL:

DO NOT SCALE DRAWING

FINISH: WEIGHT:

PART NO:

TITLE: DATE:

11/7/2022

TYPE 9-AB

Metal deck example

DRN. BY:

(BRIDGE HANGER)

DRAWING NO:

CKD. BY:

SIZE: 11 X 17

REV: SHEET:

APPR’D. BY:

840 S. 25TH AVE. BELLWOOD, IL 60104

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

www.surebuilt-usa.com 19Exterior Hangers

Type 4-APR (and 9-APR) Precast Exterior Half Hangers

The Type 4-APR Precast Exterior Half Hangers are cast into the top a precast/prestressed concrete beam. At

the bridge site, these hangers are used to support the bridge overhang bracket, formwork, live load, dead load

and conveyor/finishing machine.

The bridge contractor must provide the precaster with the hanger spacing for each precast concrete beam. The

hangers must be installed with a 1/4” setback and the strut wire embedded in the fresh concrete. The bearing

plate must rest solidly on the top surface of the concrete.

The Type 9-APR Half Hanger has a larger diameter strut and end clip designed for 3/4” diameter coil rod,

giving it greater capacity for use with a Heavy Duty Bridge Overhang Bracket.

Safe Working Load: 6,000 lbs for 4-APRP

Safe Working Load: 11,300 lbs for 9-APRP

3” Minimum

Industry safety factor 2:1

Warning: Hanger must be loaded equally

Type 9-APRP requires a 3/4” Heavy Hex

Coil Nut or double 3/4” Coil Nuts and Cut

Washer to develop the safe working load.

1/4” Setback

5,000 psi concrete or greater

with 5” minimum flange

Type 4-APR Half Hanger

for 1/2” diameter coil rod

Type S Exterior Half Hanger

All the Type S Exterior Half Hangers (see table on following page) are designed for steel beams. Each Type S

Half Hanger is produced with a single end clip welded to a formed wire strut that measures 6” from the center

line of the bolt to the end of the strut. Type S hangers are welded to the top of the beam when job conditions

prevent the use of standard exterior hangers.

Safe Working Load: varies by Type

3” Minimum

Industry safety factor 2:1

Warning: Hanger must be welded properly

Typical Steel Beam Application

Call 708-493-9569Exterior Hangers

Adjustable Exterior Half Hanger

The Adjustable Exterior Half Hanger consists of a 45° end clip welded to an 8” length of 1/2” diameter coil rod,

with two stirrup clips and four 1/2” coil nuts. These Half Hangers are used to support overhang brackets and

exterior formwork when welding is not permitted by the Department of Transportation (DOT), when one-sided

forming is required, or when headed studs are available.

The Stirrup Clip is available for rebar sizes #3 through #8 or stud diameters 3⁄8”, 1⁄2”, 5/8”, 3⁄4”, 7/8” and 1-3⁄8“

as required. The end clip accepts 1/2” diameter coil rod and nuts.

Safe Working Load: 1,100 lbs w/1 Clip

Safe Working Load: 3,000 lbs w/2 Clips

8” Standard Length

2” Min

Industry safety factor 2:1

3” Min

Warning: Hanger must be bolted to rebar

Two 1/2” Coil Nuts must compress each

Stirrup Clip to the rebar stirrup or studs.

1/4” Setback

HD Adjustable Exterior Half Hanger

The HD Adjustable Exterior Half Hanger consists of a 45° end clip welded to a minimum of 12” length of two

1/2” diameter coil rod, with two stirrup clips and four 1/2” coil nuts. These Half Hangers are used to support

overhang brackets and exterior formwork when welding is not permitted by the Department of Transportation

(DOT), when one-sided forming is required, or when headed studs are available.

The Stirrup Clip is available for rebar sizes #3 through #8 or stud diameters 3⁄8”, 1⁄2”, 5/8”, 3⁄4”, 7/8” and 1-3⁄8“

as required. The end clip accepts 1/2” diameter coil rod and nuts.

Safe Working Load: 6,000 lbs

Industry safety factor 2:1

Warning: Hanger must be bolted to rebar

Four 1/2” Coil Nuts must compress each

Stirrup Clip to the rebar stirrup or studs.

www.surebuilt-usa.com 21Exterior Hangers

Type BDH-3 Broached Exterior Hanger

The Type BDH-3 Broached Exterior Hanger has a 90° bend with a threaded end to support the interior

formwork and a 45° end clip to support the overhang bracket formwork. The interior side is a user specified

length with 1/2” threads. The exterior side end clip accepts 1/2” diameter coil rod and nuts.

For precast concrete beams, the interior leg is formed at 15° to support the formwork. A battered washer is

recommended for use beneath the interior formwork ledgers to allow for proper bearing.

The Type BDH-3 Broached Exterior Hanger is designed with a 1“ breakback. After the bridge deck has been

placed and interior formwork stripped, a pipe is placed over the threaded end to break off the hanger.

Safe Working Load: 4,500 lbs per side

Industry safety factor 2:1

Warning: Hanger must be loaded equally

3” Minimum

Formwork Depth

Thread Length

15°

Batter recommended for

Precast Concrete Beams

Call 708-493-9569Exterior Hangers

Type C Exterior Half Hanger

All Type C Exterior Half Hangers (see table on following page) are designed for precast concrete beams. Each

Type S Half Hanger is produced with a single end clip welded to a formed wire strut that measures 9” from the

center line of the bolt to the end of the strut. Type S Half Hangers are welded to the rebar shear connectors at

the top of the beam when job conditions prevent the use of standard exterior hangers.

Hanger capacity can be improved by welding a steel plate to the rebar shear connectors, using four vertical

fillet welds, then welding the hanger strut wire to the steel plate.

Welded

to Rebar

Vertical Fillet Welds

(Both Sides of Rebar)

5,000 psi concrete or greater

with 5” minimum flange

5,000 psi concrete or greater

with 5” minimum flange

Typical Precast Concrete Girder Application

Special Precast Concrete Girder Application

Safe Working Load: varies by Type

Industry safety factor 2:1

Warning: Hanger must be welded properly

Type Drawing Shape Length SWL*

1-AC Jogged 12” 3,500 lbs

1-AS 6” 3,500 lbs

4-AC 12” 6,000 lbs

4-AS 6” 6,000 lbs

The Safe Working Load (SWL) for Type S hangers is based on a safety factor of 2:1. Inadequate or improper field

welding will limit the SWL of the hanger.

* The Safe Working Load (SWL) for Type C hanger is based on a safety factor of 2:1. The SWL requires a minimum

concrete flange thickness of 5” and compressive strength of 5,000 psi. Inadequate or improper field welding will limit

the SWL of the hanger.

www.surebuilt-usa.com 23Bridge Overhang Brackets

Bridge Overhang Brackets

Bridge Overhang Brackets. …………………………………………………………………………………..28

Conversion Kit……………………………………………………………………………………………………29

Extension Channel. ……………………………………………………………………………………………..29

Guard Rail Bracket……………………………………………………………………………………………..29

Wall Plate Assembly……………………………………………………………………………………………30

Heavy Duty Bridge Overhang Brackets. …………………………………………………………………31

There are four different versions of the Standard Bridge Overhang Bracket along with two versions of the

Heavy Duty Bridge Overhang Bracket, providing the size and adjustment needed the varied bridge overhang

forming requirements on both structural steel and precast concrete beams.

The Standard version is designed for most common bridge beam conditions, with a 54” top channel and

telescoping 30” to 50” adjustable vertical strut.

The Deep version is designed for deeper bridge beams, with a 54” top channel and telescoping 50” to 70”

adjustable vertical strut. The Bridge Overhang Bracket is converted into the Deep version by using longer legs

for the lower vertical and diagonal components.

The Modified version is designed for shorter bridge beams, with a 54” top channel and single 16” to 28”

adjustable vertical strut. Remove the inner vertical leg on the Bridge Overhang Bracket to have the Modified

version. Using only the outer vertical leg, the bracket can be adjusted to a minimum vertical height of 16”. This

bracket is ideal for use on shallow steel or concrete beams.

The Junior version is designed for limited space

conditions, with a 27” top channel and single 16” to

28” adjustable vertical strut.

Typical Bridge Overhang Section

Product specifications subject to change without notice.

Call 708-493-9569Bridge Overhang Brackets

Bridge Overhang Bracket

The Bridge Overhang Bracket adjusts to fit both

structural steel and precast concrete beams. The

size and shape of a bracket is adjusted by changing

the vertical and diagonal legs to meet the specific

overhang requirements. Brackets can be preset

on the ground, then moved into position, to speed

forming operations.

Both the vertical and diagonal legs have adjustment

holes spaced at 2” increments, allowing the legs to

be adjusted so the diagonal leg will transfer the load

from the end of the bracket to the bottom flange of

the beam. An adjusting nut at the outboard end of the

bracket is used to adjust the bracket to final grade.

A coil bolt attached to the exterior hanger passes

through a Bolt Holder located along the bottom of

the horizontal channel. The Bolt Holder must be

relocated for each project so the coil bolt is at a 45°

angle to the top flange of the beam and bearing

against the bottom side of the channel to support the

bracket load.

An Extension channel for wider overhangs, Guard

Rail Pocket for 2×4 lumber uprights, and Wall Plate

for wall mounting, are options adding to the versatility

of the Bridge Overhang Bracket.

Bridge Overhang Bracket

Adjust brackets to grade in advance.

Do not attempt any upward adjustment

during concrete placement.

Bridge Overhang Bracket – Junior

Bridge Overhang Brackets

Part No. Description Channel

Length

Vertical*

Adjustment

Coil Rod

Diameter

SWL**

(lbs)

SBBOB Bridge Overhang Bracket 54” 30” to 50” 1/2” 3,750

SBBOBD Bridge Overhang Bracket – Deep 54” 50” to 70” 1/2” 3,750

SBBOBM Bridge Overhang Bracket – Modified 54” 16” to 28” 1/2” 3,750

SBBOBJ Bridge Overhang Bracket – Junior 27” 16” to 28” 1/2” 3,750

* Vertical adjustment in 2” increments.

** Safe Working Load (SWL) based on 2:1 safety factor of axial load in diagonal leg.

www.surebuilt-usa.com 25Bridge Overhang Brackets

Bridge Overhang Bracket Accessories

Part No. Description Application

SBBOBCK BOB Conversion Kit (Optional legs for “Deep” bracket configuration)

SBBOBEX BOB Extension Channel (Extends horizontal length to 71”)

SBGRB24 BOB Guard Rail Bracket 2×4 (Receptacle for 2×4 lumber post)

SBBOBWPA BOB Wall Plate Assembly (Mounting plate for concrete wall or box beam)

Conversion Kit

The standard Bridge Overhang Bracket is quickly

converted to a Deep version by replacing the

telescoping vertical and diagonal legs with the

Conversion Kit. This substitution changes the

adjustment range from 30/50 to 50/70.

Extension Channel

The Extension Channel attaches to one side of

the Bridge Overhang Bracket to extend the usable

working length. The Extension Channel is only used

to support a walkway so the entire length of the

Bridge Overhang Bracket can be used for formwork

support.

Guard Rail Bracket

The Guard Rail Bracket bolts to either the Bridge

Overhang Bracket or the Extensions Channel. This

provides a secure location for a lumber 2×4 post for

the guard rails along the edge of bridge formwork.

Wall Plate Assembly

The Wall Plate Assembly is an adjustable attachment

plate that is fastened to a 3/4” insert (Coil or NC type)

that has been cast into a concrete wall or precast

bridge beam. The Bridge Overhang Bracket is then

bolted through the sleeve of the Wall Plate Assembly

to support the formwork.

The serrated face of the plate and washer provides

the height adjustment when fastening the Wall Plate

Assembly to the 3/4” insert. Unbolting the Bridge

Overhang Bracket from the Wall Plate Assembly, then

removing the Wall Plate Assembly, simplifies stripping

and removal.

Conversion Kit

Guard Rail Bracket

Extension Channel

Wall Plate Assembly

Wall Plate

Assembly includes

plate and washer.

Insert (NC

or Coil)

Bridge Overhang Bracket

Call 708-493-9569HD Bridge Overhang Brackets

Heavy Duty Bridge Overhang Brackets

The Heavy Duty Bridge Overhang Brackets can be used with an appropriate 3/4” exterior hanger, such as

the Type 9-A and 9-AB. Heavy Duty Bridge Overhang Brackets are fabricated with nail holes in the top of the

horizontal member for securing the required lumber nailer to the bracket.

A guard rail receptacle, which allows for attaching a 2” x 4” guard rail post, is built into the outboard end of the

bracket’s horizontal member. The bracket can be easily and quickly preset on the ground and then set in place

as needed. An outboard adjustment nut controls the vertical movement of the outboard end of the bracket to

accommodate setting the overhang formwork to final grade.

Overhang Brackets are usually adjusted to the proper grade during the normal “dry run” operation. Typically,

the overhang forms are set 1/4” to 3/8” above finished grade to compensate for dead load deflection. The

Heavy Duty Bridge Overhang Bracket is designed for maximum adjustment and strength to meet the varied

overhang forming requirements of the various State D.O.T.

Adjust brackets to grade in advance.

Do not attempt any upward adjustment

during concrete placement.

Bridge Overhang Brackets

Part No. Description Channel

Length

Vertical*

Adjustment

Coil Rod

Diameter

SWL**

(lbs)

SBBOBHD 72” Heavy Duty Bridge Overhang Bracket 72” 28” to 66” 3/4” 6,000

SBBOBHDL 90” Heavy Duty Bridge Overhang Bracket 90” 30” to 68” 3/4” 6,000

SBSS10KBOB SureSaddle 10 kip Bridge Overhang Bracket 60” 36-1/8” – 10,000

* Vertical adjustment in 2” increments for 72” and 90” Bridge Overhang Brackets.

** Safe Working Load (SWL) based on 2:1 safety factor of axial load in diagonal leg. SureSaddle SWL based

on 2:1 safety factor and 5,000 lb maximum capacity per saddle jack.

www.surebuilt-usa.com 27Interior Hanger Spacing Tables

Interior Hanger Spacing Tables

Interior Hanger Spacing – SWL 2,375 lbs per side………………………………………………….33

Interior Hanger Spacing – SWL 2,500 lbs per side………………………………………………….33

Interior Hanger Spacing – SWL 3,000 lbs per side………………………………………………….33

Interior Hanger Spacing – SWL 3,500 lbs per side………………………………………………….34

Interior Hanger Spacing – SWL 4,500 lbs per side………………………………………………….34

Interior Hanger Spacing – SWL 6,000 lbs per side………………………………………………….34

Interior Hanger Spacing – SWL 8,000 lbs per side………………………………………………….35

Interior Hanger Spacing – SWL 11,300 lbs per side. ………………………………………………..35

The following charts list the maximum safe interior hanger spacing. When the clear span is not an even foot,

the next larger clear span from the chart should be used. The charts are based on the following formula:

Maximum Hanger Spacing (Limited at 8’-0” Maximum Centers) SWL per Side of Hanger

Design Load (PSF) x Clear Span (Feet)/2

Flange/2

Center to Center of Interior Beams

Clear Span Between Beams

Flange/2

Interior Hanger

Form Lumber

Coil Bolt with

Washer and Nut

Product specifications subject to change without notice.

Call 708-493-9569Interior Hanger Spacing Tables

Interior Hanger Spacing – SWL 2,375 lbs per Side

Design

Load

PSF

Clear Span Between Beams

Slab

3’-0” 4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

130.0 6” 8’-0’’ 8’-0’’ 7’-3’’ 6’-0’’ 5’-0’’ 4’-6’’ 4’-0’’ 3’-6’’ 3’-3’’ 3’-0’’

156.7 8” 8’-0’’ 7’-6’’ 6’-0’’ 5’-0’’ 4’-3’’ 3’-9’’ 3’-3’’ 3’-0’’ 2’-9’’ 2’-6’’

183.3 10” 8’-0’’ 6’-3’’ 5’-0’’ 4’-3’’ 3’-6’’ 3’-0’’ 2’-9’’ 2’-6’’ 2’-3’’ 2’-0’’

210.0 12” 7’-6’’ 5’-6’’ 4’-6’’ 3’-9’’ 3’-0’’ 2’-9’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’

236.7 14” 6’-6’’ 5’-0’’ 4’-0’’ 3’-3’’ 2’-9’’ 2’-6’’ 2’-0’’ 2’-0’’ 1’-9’’ 1’-6’’

263.3 16” 6’-0’’ 4’-6’’ 3’-6’’ 3’-0’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-6’’ 1’-6’’

290.0 18” 5’-3’’ 4’-0’’ 3’-3’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-6’’ 1’-3’’ 1’-3’’

316.7 20” 4’-9’’ 3’-6’’ 2’-9’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-6’’ 1’-3’’ 1’-3’’ 1’-0’’

Interior Hanger Spacing – SWL 2,500 lbs per Side

Design

Load

PSF

Clear Span Between Beams

Slab

3’-0” 4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

130.0 6” 8’-0’’ 8’-0’’ 7’-6’’ 6’-3’’ 5’-3’’ 4’-9’’ 4’-3’’ 3’-9’’ 3’-3’’ 3’-0’’

156.7 8” 8’-0’’ 7’-9’’ 6’-3’’ 5’-3’’ 4’-6’’ 3’-9’’ 3’-6’’ 3’-0’’ 2’-9’’ 2’-6’’

183.3 10” 8’-0’’ 6’-9’’ 5’-3’’ 4’-6’’ 3’-9’’ 3’-3’’ 3’-0’’ 2’-6’’ 2’-3’’ 2’-3’’

210.0 12” 7’-9’’ 5’-9’’ 4’-9’’ 3’-9’’ 3’-3’’ 2’-9’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’

236.7 14” 7’-0’’ 5’-3’’ 4’-0’’ 3’-6’’ 3’-0’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-9’’

263.3 16” 6’-3’’ 4’-6’’ 3’-9’’ 3’-0’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-6’’ 1’-6’’

290.0 18” 5’-6’’ 4’-3’’ 3’-3’’ 2’-9’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-6’’ 1’-6’’ 1’-3’’

316.7 20” 5’-3’’ 3’-9’’ 3’-0’’ 2’-6’’ 2’-3’’ 1’-9’’ 1’-9’’ 1’-6’’ 1’-3’’ 1’-3’’

Interior Hanger Spacing – SWL 3,000 lbs per Side

Design

Load

PSF

Clear Span Between Beams

Slab

3’-0” 4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

130.0 6” 8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’ 6’-6’’ 5’-9’’ 5’-0’’ 4’-6’’ 4’-0’’ 3’-9’’

156.7 8” 8’-0’’ 8’-0’’ 7’-6’’ 6’-3’’ 5’-3’’ 4’-9’’ 4’-3’’ 3’-9’’ 3’-3’’ 3’-0’’

183.3 10” 8’-0’’ 8’-0’’ 6’-6’’ 5’-3’’ 4’-6’’ 4’-0’’ 3’-6’’ 3’-3’’ 2’-9’’ 2’-6’’

210.0 12” 8’-0’’ 7’-0’’ 5’-6’’ 4’-9’’ 4’-0’’ 3’-6’’ 3’-0’’ 2’-9’’ 2’-6’’ 2’-3’’

236.7 14” 8’-0’’ 6’-3’’ 5’-0’’ 4’-0’’ 3’-6’’ 3’-0’’ 2’-9’’ 2’-6’’ 2’-3’’ 2’-0’’

263.3 16” 7’-6’’ 5’-6’’ 4’-6’’ 3’-9’’ 3’-3’’ 2’-9’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’

290.0 18” 6’-9’’ 5’-0’’ 4’-0’’ 3’-3’’ 2’-9’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-6’’

316.7 20” 6’-3’’ 4’-6’’ 3’-9’’ 3’-0’’ 2’-6’’ 2’-3’’ 2’-0’’ 1’-9’’ 1’-6’’ 1’-6’’

www.surebuilt-usa.com 29Design

Load

PSF

130.0 156.7 183.3 210.0 236.7 263.3 290.0 316.7 Design

Load

PSF

130.0 156.7 183.3 210.0 236.7 263.3 290.0 316.7 Design

Load

PSF

130.0 156.7 183.3 210.0 236.7 263.3 290.0 316.7 30

Slab

6” 8” 10” 12” 14” 16” 18” 20” Slab

6” 8” 10” 12” 14” 16” 18” 20” 3’-0” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-3’’ 3’-0” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 3’-0” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ Interior Hanger Spacing Tables

Interior Hanger Spacing – SWL 3,500 lbs per Side

Clear Span Between Beams

4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’ 6’-6’’ 5’-9’’ 5’-3’’ 4’-9’’ 4’-3’’

8’-0’’ 8’-0’’ 7’-3’’ 6’-3’’ 5’-6’’ 4’-9’’ 4’-3’’ 4’-0’’ 3’-6’’

8’-0’’ 7’-6’’ 6’-3’’ 5’-3’’ 4’-9’’ 4’-0’’ 3’-9’’ 3’-3’’ 3’-0’’

8’-0’’ 6’-6’’ 5’-6’’ 4’-9’’ 4’-0’’ 3’-6’’ 3’-3’’ 3’-0’’ 2’-9’’

7’-3’’ 5’-9’’ 4’-9’’ 4’-0’’ 3’-6’’ 3’-3’’ 2’-9’’ 2’-6’’ 2’-3’’

6’-6’’ 5’-3’’ 4’-3’’ 3’-9’’ 3’-3’’ 2’-9’’ 2’-6’’ 2’-3’’ 2’-0’’

6’-0’’ 4’-9’’ 4’-0’’ 3’-3’’ 3’-0’’ 2’-6’’ 2’-3’’ 2’-0’’ 2’-0’’

5’-6’’ 4’-3’’ 3’-6’’ 3’-0’’ 2’-9’’ 2’-3’’ 2’-0’’ 2’-0’’ 1’-9’’

Interior Hanger Spacing – SWL 4,500 lbs per Side

Clear Span Between Beams

4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’ 6’-9’’ 6’-3’’ 5’-9’’

8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-0’’ 6’-3’’ 5’-6’’ 5’-0’’ 4’-9’’

8’-0’’ 8’-0’’ 8’-0’’ 7’-0’’ 6’-0’’ 5’-3’’ 4’-9’’ 4’-3’’ 4’-0’’

8’-0’’ 8’-0’’ 7’-0’’ 6’-0’’ 5’-3’’ 4’-9’’ 4’-3’’ 3’-9’’ 3’-6’’

8’-0’’ 7’-6’’ 6’-3’’ 5’-3’’ 4’-9’’ 4’-0’’ 3’-9’’ 3’-3’’ 3’-0’’

8’-0’’ 6’-9’’ 5’-6’’ 4’-9’’ 4’-3’’ 3’-9’’ 3’-3’’ 3’-0’’ 2’-9’’

7’-9’’ 6’-0’’ 5’-0’’ 4’-3’’ 3’-9’’ 3’-3’’ 3’-0’’ 2’-9’’ 2’-6’’

7’-0’’ 5’-6’’ 4’-6’’ 4’-0’’ 3’-6’’ 3’-0’’ 2’-9’’ 2’-6’’ 2’-3’’

Interior Hanger Spacing – SWL 6,000 lb per Side

Clear Span Between Beams

4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’

8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’ 6’-9’’ 6’-3’’

8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-3’’ 6’-6’’ 5’-9’’ 5’-3’’

8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-0’’ 6’-3’’ 5’-6’’ 5’-0’’ 4’-9’’

8’-0’’ 8’-0’’ 8’-0’’ 7’-0’’ 6’-3’’ 5’-6’’ 5’-0’’ 4’-4’’ 4’-0’’

8’-0’’ 8’-0’’ 7’-6’’ 6’-6’’ 5’-6’’ 5’-0’’ 4’-6’’ 4’-0’’ 3’-9’’

8’-0’’ 8’-0’’ 6’-9’’ 5’-9’’ 5’-0’’ 4’-6’’ 4’-0’’ 3’-9’’ 3’-3’’

8’-0’’ 7’-6’’ 6’-3’’ 5’-3’’ 4’-6’’ 4’-0’’ 3’-9’’ 3’-3’’ 3’-0’’

Call 708-493-9569Interior Hanger Spacing Tables

Interior Hanger Spacing – SWL 8,000 lb per Side

Design

Load

PSF

Clear Span Between Beams

Slab

3’-0” 4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

130.0 6” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’

156.7 8” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’

183.3 10” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-9’’ 7’-3’’

210.0 12” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’ 6’-9’’ 6’-3’’

236.7 14” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’ 6’-9’’ 6’-0’’ 5’-9’’

263.3 16” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-6’’ 6’-9’’ 6’-0’’ 5’-6’’ 5’-0’’

290.0 18” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-9’’ 6’-9’’ 6’-0’’ 5’-6’’ 5’-0’’ 4’-6’’

316.7 20” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-0’’ 6’-3’’ 5’-6’’ 5’-0’’ 4’-6’’ 4’-0’’

Interior Hanger Spacing – SWL 11,300 lb per Side

Design

Load

PSF

Clear Span Between Beams

Slab

3’-0” 4’-0” 5’-0” 6’-0” 7’-0” 8’-0” 9’-0” 10’-0” 11’-0” 12’-0”

Maximum Interior Hanger Spacing

130.0 6” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’

156.7 8” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’

183.3 10” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’

210.0 12” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’

236.7 14” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-9’’

263.3 16” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-9’’ 7’-0’’

290.0 18” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-9’’ 7’-0’’ 6’-3’’

316.7 20” 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 8’-0’’ 7’-9’’ 7’-0’’ 6’-3’’ 5’-9’’

www.surebuilt-usa.com 31Exterior Hanger Spacing Tables

Exterior Hanger Spacing Tables

Screed Load………………………………………………………………………………………………………36

Exterior Hanger Spacing with Bridge Overhang Bracket. ………………………………………….38

Exterior Hanger Spacing with Bridge Overhang Bracket (Deep). ……………………………….45

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified). …………………………..51

Exterior Hanger Spacing with Bridge Overhang Bracket (Junior)………………………………60

Exterior Hanger Spacing with HD Bridge Overhang Brackets (HD & HDL)…………………62

The tables shown on the following pages indicate the maximum hanger and Bridge Overhang Bracket spacing

for various slab thicknesses and screed loads, the type of hanger and bracket required, and the proper bracket

dimensions needed to safely obtain the spacings listed.

The two basic types of bridge deck finishing/screed machines are illustrated below:

8 Wheel Machine 4 Wheel Machine

Product specifications subject to change without notice.

Call 708-493-9569Exterior Hanger Spacing Tables

When selecting a trial Hanger and Bridge Overhang Bracket spacing, and the selected spacing is:

•

Wheel Spacing equal to or less than 1.0, multiply Wheel Load by a Screed Load Factor of 1.0

Wheel spacing 1.0 and 2.0, multiply Wheel Load by a Screed Load Factor of 1.5

Wheel Spacing 2.0 and 3.0, multiply Wheel Load by a Screed Load Factor of 1.7

Wheel Spacing 3.0 and 4.0, multiply Wheel Load by a Screed Load Factor of 1.9

Wheel Spacing greater than 4.0, multiply Wheel Load by a Screed Load Factor of 2.3

To determine total Screed Load (S) applied to an overhang bracket, use this approximation or the next highest

incremental value for the total load per bracket when referring to the spacing tables.

Hanger and Bridge Overhang Bracket spacing example:

•

Steel beam is 40” deep with 1” flange

Concrete slab is 8” thick (157 psf design load) with 3’-0” overhang

Using Bridge Overhang Bracket and Type 8A Hanger (4,500 lbs)

Screed machine is 8-wheel type, with 1’-6” wheel spacing, at 650 lbs/wheel load

The “D” dimension in the spacing table is the beam depth, less the flange thickness, forming lumber thickness,

and 2” to 6” of additional clearance.

Determine the Screed Load Factor:

4’-0” (trial bracket spacing)

= 2.66 is a Screed Load Factor of 1.7 (shown above)

1’-6” (screed wheel spacing)

Determine the screed load per bracket:

(Screed load/wheel)(Screed Load Factor) = 650 lbs x 1.7 = 1105 lbs Screed load per bracket

Refer to the hanger spacing table for a steel beam with 3’-0” overhang. Find the 8” slab thickness (157 psf

design load), 30” bracket D dimension and 4500 lb hanger. Follow the row until it intersects with the vertical

column showing the screed load per bracket. In this example, the maximum allowable hanger and bracket

spacing is 3’-3”.

www.surebuilt-usa.com 33Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket

for Steel Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

5’-9” 3’-0” 2’-3” 1’-6” 1’-0” — — — 3,000 to 3,500

130 psf 6” 30” to 50”

8’-0” 6’-0” 5’-3” 4’-6” 3’-9” 3’-3” 2’-6” 1’-9” 4,500 to 5,000

8’-0” 8’-0” 8’-0” 7’-6” 6’-9” 6’-0” 5’-6” 4’-9” 6,000

5′-3″ 2′-9″ 2′-0″ 1′-6″ — — — — 3,000 to 3,500

157 psf 8″ 30″ to 50”

7′-9″ 5′-3″ 4′-9″ 4′-0″ 3′-6″ 2′-9″ 2’-3” 1’-6” 4,500 to 5,000

8′-0″ 8′-0″ 7′-3″ 6′-9″ 6′-0″ 5′-6″ 4′-9″ 4’-3” 6,000

4′-9″ 2′-6″ 1′-9″ 1′-3″ — — — — 3,000 to 3,500

184 psf 10” 30” to 50”

7′-0″ 4′-9″ 4′-3″ 3′-9″ 3′-0″ 2′-6″ 2’-0” 1’-6” 4,500 to 5,000

8′-0″ 7′-3″ 6′-9″ 6′-0″ 5′-6″ 5′-0″ 4′-6″ 3’-9” 6,000

4′-3″ 2′-3″ 1′-9″ 1′-3″ — — — — 3,000 to 3,500

210 psf 12” 30” to 50”

6′-6″ 4’-6″ 4′-0″ 3′-3″ 2′-9″ 2′-3″ 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-6″ 6′-0″ 5′-6″ 5′-0″ 4′-6″ 4′-0″ 3’-6” 6,000

4′-0″ 2′-0″ 1′-6″ 1′-0″ — — — — 3,000 to 3,500

237 psf 14” 30” to 50”

6′-0″ 4′-0″ 3′-6″ 3′-0″ 2′-6″ 2′-3″ 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-0″ 5′-6″ 5′-3″ 4′-9″ 4′-3″ 3′-9″ 3’-3” 6,000

3′-9″ 1′-9″ 1′-6″ 1′-0″ — — — — 3,000 to 3,500

264 psf 16” 30” to 50”

5′-6″ 3′-9″ 3′-3″ 2′-9″ 2′-6″ 2′-0″ 1’-6” 1’-0” 4,500 to 5,000

7′-6″ 5′-9″ 5′-3″ 4′-9″ 4′-3″ 3′-9″ 3′-6″ 3’-0” 6,000

3′-6″ 1′-9″ 1′-3″ 1′-0″ — — — — 3,000 to 3,500

290 psf 18” 30” to 50”

5′-3″ 3′-6″ 3′-0″ 2′-9″ 2′-3″ 1′-9″ 1’-6” 1’-0” 4,500 to 5,000

7′-0″ 5′-3″ 4′-9″ 4′-6″ 4′-0″ 3′-6″ 3′-3″ 2’-9” 6,000

3′-3″ 1′-6″ 1′-3″ — — — — — 3,000 to 3,500

317 psf 20” 30” to 50”

4′-9″ 3′-3″ 3′-0″ 2′-6″ 2′-0″ 1’-9″ 1’-3” 1’-0” 4,500 to 5,000

6′-6″ 5′-0″ 4′-6″ 4′-3″ 3′-9″ 3′-3″ 3′-0″ 2’-6” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

3’-10” Max

Overhang Not to Exceed 2’

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket

for Steel Beams with 2’-0” to 3’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

4’-0” 2’-0” 1’-6” 1’-0” — — — — 3,000 to 3,500

130 psf 6” 30” to 50”

6’-0” 4’-0” 3’-6” 3’-0” 2’-6” 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8’-0” 6’-0” 5’-6” 5’-0 4’-6” 4’-3” 3’-9” 3’-3” 6,000

3′-6″ 1′-9″ 1′-3″ 1′-0″ — — — — 3,000 to 3,500

157 psf 8″ 30″ to 50”

5′-3″ 3′-6″ 3′-3″ 2′-9″ 2′-3″ 1′-9″ 1’-6” 1’-0” 4,500 to 5,000

7′-0″ 5′-3″ 5′-0″ 4′-6″ 4′-0″ 3′-9″ 3′-3″ 2’-9” 6,000

3′-0″ 1′-6″ 1′-3″ — — — — — 3,000 to 3,500

184 psf 10” 30” to 50”

4′-9″ 3′-3″ 2′-9″ 2′-6″ 2′-0″ 1′-9″ 1’-3” 1’-0” 4,500 to 5,000

6′-3″ 4′-9″ 4′-6″ 4′-0″ 3′-9″ 3′-3″ 3′-0″ 2’-6” 6,000

2′-9″ 1′-6″ 1′-0″ — — — — — 3,000 to 3,500

210 psf 12” 30” to 50”

4′-3″ 3’-0″ 2′-6″ 2′-3″ 1′-9″ 1′-6″ 1’-3” — 4,500 to 5,000

5′-9″ 4′-3″ 4′-0″ 3′-9″ 3′-3″ 3′-0″ 2′-6″ 2’-3” 6,000

2′-6″ 1′-3″ 1′-0″ — — — — — 3,000 to 3,500

237 psf 14” 30” to 50”

4′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-9” 1′-3″ 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-9″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2’-0” 6,000

2′-3″ 1′-3″ 1′-0″ — — — — — 3,000 to 3,500

264 psf 16” 30” to 50”

3′-6″ 2′-6″ 2′-3″ 1′-9″ 1′-6″ 1′-3″ 1’-0” — 4,500 to 5,000

4′-9″ 3′-9″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2’-0” 6,000

2′-3″ 1′-0″ — — — — — — 3,000 to 3,500

290 psf 18” 30” to 50”

3′-3″ 2′-3″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1’-0” — 4,500 to 5,000

4′-6″ 3′-6″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2′-0” 1’-9” 6,000

2′-0″ 1′-0″ — — — — — — 3,000 to 3,500

317 psf 20” 30” to 50”

3′-0″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1’-0″ — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 1’-9” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

www.surebuilt-usa.com 35Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket

for Steel Beams with 3’-0” to 4’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-6” 1’-9” 1’-3” — — — — — 3,000 to 3,500

130 psf 6” 30”

5’-3” 3’-6” 3’-0” 2’-9” 2’-3” 1’-9” 1’-3” — 4,500 to 5,000

7’-0” 5’-3” 4’-3” 3’-6” 2’-9” 2’-0” 1’-6” — 6,000

3′-0″ 1′-6″ 1′-0″ — — — — — 3,000 to 3,500

157 psf 8″ 30”

4′-6″ 3′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-6″ 1’-0” — 4,500 to 5,000

6′-0″ 4′-6″ 4′-0″ 3′-3″ 2′-6″ 1′-9″ 1′-3″ — 6,000

2′-6″ 1′-3″ 1′-0″ — — — — — 3,000 to 3,500

184 psf 10” 30”

4′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-9″ 1′-3″ — — 4,500 to 5,000

5′-3″ 4′-0″ 3′-6″ 3′-0″ 2′-3″ 1′-6″ 1′-0″ — 6,000

2′-3″ 1′-3″ — — — — — — 3,000 to 3,500

210 psf 12” 30”

3′-6″ 2’-3″ 2′-0″ 1′-9″ 1′-6″ 1′-0″ — — 4,500 to 5,000

4′-9″ 3′-6″ 3′-3″ 2′-9″ 2′-0″ 1′-6″ 1′-0” — 6,000

2′-0″ 1′-0″ — — — — — — 3,000 to 3,500

237 psf 14” 30”

3′-3″ 2′-0″ 1′-9″ 1′-6″ 1′-3” 1′-0″ — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-3″ 1′-9″ 1′-3″ 1′-0″ — 6,000

1′-9″ 1′-0″ — — — — — — 3,000 to 3,500

264 psf 16” 30”

2′-9″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ — — 4,500 to 5,000

3′-9″ 3′-0″ 2′-9″ 2′-3″ 1′-9″ 1′-3″ — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

290 psf 18” 30”

2′-6″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ — — — 4,500 to 5,000

3′-6″ 2′-9″ 2′-6″ 2′-0″ 1′-6″ 1′-0″ — — 6,000

1′-6″ — — — — — — — 3,000 to 3,500

317 psf 20” 30”

2′-6″ 1′-6″ 1′-6″ 1′-3″ 1′-0″ — — — 4,500 to 5,000

3′-3″ 2′-6″ 2′-3″ 1′-9″ 1′-6″ 1′-0″ — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket

for Steel Beams with 3’-0” to 4’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-6” 1’-9” 1’-3” 1’-0” — — — — 3,000 to 3,500

130 psf 6” 40” to 50”

5’-3” 3’-6” 3’-0” 2’-9” 2’-3” 1’-9” 1’-6” 1’-0” 4,500 to 5,000

7’-0” 5’-3” 4’-9” 4’-6” 4’-0” 3’-6” 3’-0” 2’-3” 6,000

3′-0″ 1′-6″ 1′-0″ — — — — — 3,000 to 3,500

157 psf 8″ 40” to 50”

4′-6″ 3′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-6″ 1’-3” — 4,500 to 5,000

6′-0″ 4′-6″ 4′-3″ 3′-9″ 3′-6″ 3′-0″ 2′-9″ 2’-0” 6,000

2′-6″ 1′-3″ 1′-0″ — — — — — 3,000 to 3,500

184 psf 10” 40” to 50”

4′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-9″ 1′-3″ 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-9″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 1’-9” 6,000

2′-3″ 1′-3″ — — — — — — 3,000 to 3,500

210 psf 12” 40” to 50”

3′-6″ 2’-3″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1’-0” — 4,500 to 5,000

4′-9″ 3′-6″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2′-3” 1’-9” 6,000

2′-0″ 1′-0″ — — — — — — 3,000 to 3,500

237 psf 14” 40” to 50”

3′-3″ 2′-0″ 1′-9″ 1′-6″ 1′-3” 1′-0″ — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 1’-6” 6,000

1′-9″ 1′-0″ — — — — — — 3,000 to 3,500

264 psf 16” 40” to 50”

2′-9″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ — — 4,500 to 5,000

3′-9″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 1’-9” 1’-6” 6,000

1′-9″ — — — — — — — 3,000 to 3,500

290 psf 18” 40” to 50”

2′-6″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ 1’-0” — — 4,500 to 5,000

3′-6″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 1′-9″ 1’-6” 1’-3” 6,000

1′-6″ — — — — — — — 3,000 to 3,500

317 psf 20” 40” to 50”

2′-6″ 1′-6″ 1′-6″ 1′-3″ 1′-0″ — — — 4,500 to 5,000

3′-3″ 2′-6″ 2′-3″ 2′-0″ 1′-9″ 1′-9″ 1’-6” 1’-3” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

www.surebuilt-usa.com 37Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket

for Precast Concrete Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

4’-9” 2’-6” 2’-0” 1’-3” — — — — 3,000 to 3,500

130 psf 6” 30” to 50”

7’-3” 5’-0” 4’-6” 3’-9” 3’-3” 2’-9” 2’-0” 1’-6” 4,500 to 5,000

8’-0” 7’-6” 7’-0” 6’-3 5’-9” 5’-3” 4’-6” 4’-0” 6,000

4′-3″ 2′-3″ 1′-9″ 1′-3″ — — — — 3,000 to 3,500

157 psf 8″ 30″ to 50”

6′-6″ 4′-6″ 4′-0″ 3′-6″ 2′-9″ 2′-3″ 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-9″ 6′-0″ 5′-6″ 5′-0″ 4′-6″ 4′-0″ 3’-6” 6,000

3′-9″ 2′-0″ 1′-6″ 1’-0” — — — — 3,000 to 3,500

184 psf 10” 30” to 50”

5′-9″ 4′-0″ 3′-6″ 3′-0″ 2′-6″ 2′-0″ 1’-6” 1’-3” 4,500 to 5,000

7′-9″ 6′-0″ 5′-6″ 5′-0″ 4′-6″ 4′-0″ 3′-6″ 3’-3” 6,000

3′-6″ 1′-9″ 1′-3″ 1’-0” — — — — 3,000 to 3,500

210 psf 12” 30” to 50”

5′-3″ 3’-6″ 3′-3″ 2′-9″ 2′-3″ 2′-0″ 1’-6” 1’-0” 4,500 to 5,000

7′-0″ 5′-6″ 5′-0″ 4′-6″ 4′-0″ 3′-9″ 3′-3″ 2’-9” 6,000

3′-3″ 1′-9″ 1′-3″ — — — — — 3,000 to 3,500

237 psf 14” 30” to 50”

4′-9″ 3′-3″ 3′-0″ 2′-6″ 2′-0” 1′-9″ 1’-3” 1’-0” 4,500 to 5,000

6′-6″ 5′-0″ 4′-6″ 4′-3″ 3′-9″ 3′-6″ 3′-0″ 2’-6” 6,000

3′-0″ 1′-6″ 1′-3″ — — — — — 3,000 to 3,500

264 psf 16” 30” to 50”

4′-6″ 3′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-6″ 1’-3” — 4,500 to 5,000

6′-0″ 4′-6″ 4′-3″ 3′-9″ 3′-6″ 3′-0″ 2′-9″ 2’-6” 6,000

2′-9″ 1′-6″ 1’-0” — — — — — 3,000 to 3,500

290 psf 18” 30” to 50”

4′-3″ 2′-9″ 2′-6″ 2′-3″ 1′-9″ 1′-6″ 1’-0” — 4,500 to 5,000

5′-6″ 4′-3″ 4′-0″ 3′-6″ 3′-3″ 3′-0″ 2′-6” 2’-3” 6,000

2′-6″ 1′-3″ 1’-0” — — — — — 3,000 to 3,500

317 psf 20” 30” to 50”

3′-9″ 2′-6″ 2′-3″ 2′-0″ 1′-9″ 1’-3″ 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-6″ 3′-3″ 3′-0″ 2′-9″ 2′-3″ 2’-0” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

3’ 10” Max

Not to Exceed 2’

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket

for Precast Concrete Beams with 2’-0” to 3’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-6” 1’-9” 1’-3” 1’-0” — — — — 3,000 to 3,500

130 psf 6” 30” to 50”

5’-3” 3’-6” 3’-3” 2’-9” 2’-3” 2’-0” 1’-6” 1’-0” 4,500 to 5,000

7’-0” 5’-3” 5’-0” 4’-6 4’-0” 3’-6” 2’-9” 2’-3” 6,000

3′-0″ 1′-6″ 1′-3″ — — — — — 3,000 to 3,500

157 psf 8″ 30″ to 50”

4′-6″ 3′-3″ 2′-9″ 2′-6″ 2′-0″ 1′-9″ 1’-3” 1’-0” 4,500 to 5,000

6′-3″ 4′-9″ 4′-3″ 4′-0″ 3′-6″ 3′-3″ 2′-9″ 2’-6” 6,000

2′-9″ 1′-3″ 1′-0″ — — — — — 3,000 to 3,500

184 psf 10” 30” to 50”

4′-0″ 2′-9″ 2′-6″ 2′-0″ 1′-9″ 1′-6″ 1’-0” — 4,500 to 5,000

5′-6″ 4′-3″ 3′-9″ 3′-6″ 3′-3″ 2′-9″ 2′-6″ 2’-3” 6,000

2′-6″ 1′-3″ 1′-0″ — — — — — 3,000 to 3,500

210 psf 12” 30” to 50”

3′-9″ 2’-6″ 2′-3″ 2′-0″ 1′-6″ 1′-3″ 1’-0” — 4,500 to 5,000

5′-0″ 3′-9″ 3′-6″ 3′-3″ 3′-0″ 2′-6″ 2′-3″ 2’-0” 6,000

2′-3″ 1′-0″ — — — — — — 3,000 to 3,500

237 psf 14” 30” to 50”

3′-3″ 2′-3″ 2′-0″ 1′-9″ 1′-6” 1′-3″ 1’-0” — 4,500 to 5,000

4′-6″ 3′-6″ 3′-3″ 3′-0″ 2′-6″ 2′-3″ 2′-0″ 1’-9” 6,000

2′-0″ 1′-0″ — — — — — — 3,000 to 3,500

264 psf 16” 30” to 50”

3′-0″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 1’-9” 6,000

1′-9″ 1′-0″ — — — — — — 3,000 to 3,500

290 psf 18” 30” to 50”

2′-9″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ — — 4,500 to 5,000

3′-9″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 1′-9” 1’-6” 6,000

1′-9″ — — — — — — — 3,000 to 3,500

317 psf 20” 30” to 50”

2′-9″ 1′-9″ 1′-6” 1′-3″ 1′-0″ 1’-0″ — — 4,500 to 5,000

3′-6″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 2′-9″ 1′-6″ 1’-6” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

www.surebuilt-usa.com 39Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket

for Precast Concrete Beams with 3’-0” to 4’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-0” 1’-6” 1’-0” — — — — — 3,000 to 3,500

130 psf 6” 30” to 50”

4’-6” 3’-3” 2’-9” 2’-6” 1’-9” — — — 4,500 to 5,000

6’-9” 3’-9” 3’-0” 2’-6” 1’-9” — — — 6,000

2′-6″ 1′-3″ — — — — — — 3,000 to 3,500

157 psf 8″ 30″ to 50”

4′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-6″ — — — 4,500 to 5,000

5′-3″ 3′-6″ 2′-9″ 2′-3″ 1′-6″ — — — 6,000

2′-3″ 1′-3″ — — — — — — 3,000 to 3,500

184 psf 10” 30” to 50”

3′-6″ 2′-3″ 2′-0″ 1′-9″ 1′-3″ — — — 4,500 to 5,000

4′-9″ 3′-0″ 2′-6″ 2′-0″ 1′-6″ — — — 6,000

2′-0″ 1′-0″ — — — — — — 3,000 to 3,500

210 psf 12” 30” to 50”

3′-0″ 2’-0″ 1′-9″ 1′-6″ 1′-3″ — — — 4,500 to 5,000

4′-3″ 2′-9″ 2′-3″ 1′-9″ 1′-3″ — — — 6,000

1′-9″ 1′-0″ — — — — — — 3,000 to 3,500

237 psf 14” 30” to 50”

2′-9″ 1′-9″ 1′-9″ 1′-6″ 1′-0” — — — 4,500 to 5,000

3′-9″ 2′-6″ 2′-0″ 1’-6” 1′-0″ — — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

264 psf 16” 30” to 50”

2′-6″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ — — — 4,500 to 5,000

3′-6″ 2′-3″ 1′-9″ 1′-6″ 1′-0″ — — — 6,000

1′-6″ — — — — — — — 3,000 to 3,500

290 psf 18” 30” to 50”

2′-3″ 1′-6″ 1′-3″ 1′-0″ — — — — 4,500 to 5,000

3′-0″ 2′-0″ 1′-9″ 1′-3″ 1′-0″ — — — 6,000

1′-3″ — — — — — — — 3,000 to 3,500

317 psf 20” 30” to 50”

2′-0″ 1′-6″ 1′-3” 1′-0″ — — — — 4,500 to 5,000

2′-9″ 2′-0″ 1′-6″ 1′-3″ — — — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Deep)

for Steel Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

5’-9” 3’-0” 2’-3” 1’-6” 1’-0” — — — 3,000 to 3,500

130 psf 6” 50” to 70”

8’-0” 6’-0” 5’-3” 4’-6” 3’-9” 3’-3” 2’-6” 1’-9” 4,500 to 5,000

8’-0” 8’-0” 8’-0” 7’-6” 6’-9” 6’-0” 5’-6” 4’-9” 6,000

5′-3″ 2′-9″ 2’-0” 1’-6” — — — — 3,000 to 3,500

157 psf 8″ 50” to 70”

7′-9″ 5′-3″ 4′-9″ 4′-0″ 3′-6″ 2’-9” 2’-3” 1’-6” 4,500 to 5,000

8′-0″ 8′-0″ 7′-3″ 6′-9″ 6′-0″ 5’-6” 4’-9” 4’-3” 6,000

4′-9″ 2′-6″ 1’-9” 1’-3” — — — — 3,000 to 3,500

184 psf 10” 50” to 70”

7′-0″ 4′-9″ 4′-3″ 3′-9″ 3′-0″ 2’-6” 2’-0” 1’-6” 4,500 to 5,000

8′-0″ 7′-3″ 6′-9″ 6′-0″ 5′-6″ 5’-0” 4’-6” 3’-9” 6,000

4′-3″ 2′-3″ 1’-9” 1’-3” — — — — 3,000 to 3,500

210 psf 12” 50” to 70”

6′-6″ 4’-6″ 4′-0″ 3′-3″ 2′-9″ 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-6″ 6′-0″ 5′-6″ 5′-0″ 4’-6” 4’-0” 3’-6” 6,000

4′-0″ 2′-0″ 1’-6” 1’-0” — — — — 3,000 to 3,500

237 psf 14” 50” to 70”

6′-0″ 4′-0″ 3′-6″ 3′-0″ 2′-6” 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-0″ 5′-6″ 5’-3” 4′-9″ 4’-3” 3’-9” 3’-3” 6,000

3′-9″ 1’-9” 1’-6” 1’-0” — — — — 3,000 to 3,500

264 psf 16” 50” to 70”

5′-6″ 3′-9″ 3′-3″ 2′-9″ 2′-6″ 2’-0” 1’-6” 1’-0” 4,500 to 5,000

7′-6″ 5′-9″ 5′-3″ 4′-9″ 4′-3″ 3’-9” 3’-6” 3’-0” 6,000

3′-6″ 1’-9” 1’-3” 1’-0” — — — — 3,000 to 3,500

290 psf 18” 50” to 70”

5′-3″ 3′-6″ 3′-0″ 2′-9″ 2’-3” 1’-9” 1’-6” 1’-0” 4,500 to 5,000

7′-0″ 5′-3″ 4′-9″ 4′-6″ 4′-0″ 3’-6” 3’-3” 2’-9” 6,000

3′-3″ 1’-6” 1’-3” — — — — — 3,000 to 3,500

317 psf 20” 50” to 70”

4′-9″ 3′-3″ 3′-0” 2′-6″ 2’-0” 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6′-6″ 5′-0″ 4′-6″ 4′-3″ 3’-9” 3’-3” 3’-0” 2’-6” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

3’-10” Max

Not to Exceed 2’ Overhang

www.surebuilt-usa.com 41Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Deep)

for Steel Beams with 2’-0” to 3’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

4’-0” 2’-0” 1’-6” 1’-0” — — — — 3,000 to 3,500

130 psf 6” 50” to 70”

6’-0” 4’-0” 3’-6” 3’-0” 2’-6” 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8’-0” 6’-0” 5’-6” 5’-0” 4’-6” 4’-3” 3’-9” 3’-3” 6,000

3′-6″ 1′-9″ 1’-3” 1’-0” — — — — 3,000 to 3,500

157 psf 8″ 50” to 70”

5′-3″ 3′-6″ 3′-3″ 2′-9″ 2′-3″ 1’-9” 1’-6” 1’-0” 4,500 to 5,000

7′-0″ 5′-3″ 5′-0″ 4′-6″ 4′-0″ 3’-9” 3’-3” 2’-9” 6,000

3′-0″ 1′-6″ 1’-3” — — — — — 3,000 to 3,500

184 psf 10” 50” to 70”

4′-9″ 3′-3″ 2′-9″ 2′-6″ 2′-0″ 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6′-3″ 4′-9″ 4′-6″ 4′-0″ 3′-9″ 3’-3” 3’-0” 2’-6” 6,000

2′-9″ 1′-6″ 1’-0” — — — — — 3,000 to 3,500

210 psf 12” 50” to 70”

4′-3″ 3’-0″ 2′-6″ 2′-3″ 1′-9″ 1’-6” 1’-3” — 4,500 to 5,000

5′-9″ 4′-3″ 4′-0″ 3′-9″ 3′-3″ 3’-0” 2’-6” 2’-3” 6,000

2′-6″ 1′-3″ 1’-0” — — — — — 3,000 to 3,500

237 psf 14” 50” to 70”

4′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-9” 1’-3” 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-9″ 3’-3” 3′-0″ 2’-9” 2’-6” 2’-0” 6,000

2′-3″ 1’-3” 1’-0” — — — — — 3,000 to 3,500

264 psf 16” 50” to 70”

3′-6″ 2′-6″ 2′-3″ 1′-9″ 1′-6″ 1’-3” 1’-0” — 4,500 to 5,000

4′-9″ 3′-9″ 3′-3″ 3′-0″ 2′-9″ 2’-6” 2’-3” 2’-0” 6,000

2′-3″ 1’-0” — — — — — — 3,000 to 3,500

290 psf 18” 50” to 70”

3′-3″ 2′-3″ 2′-0″ 1′-9″ 1’-6” 1’-3” 1’-0” — 4,500 to 5,000

4′-6″ 3′-6″ 3′-0″ 2′-9″ 2′-6″ 2’-3” 2’-0” 1’-9” 6,000

2′-0″ 1’-0” — — — — — — 3,000 to 3,500

317 psf 20” 50” to 70”

3′-0″ 2′-0″ 1′-9” 1′-6″ 1’-3” 1’-0” — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-9″ 2’-6” 2’-3” 2’-0” 1’-9” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Deep)

for Steel Beams with 3’-0” to 4’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-6” 1’-9” 1’-3” — — — — — 3,000 to 3,500

130 psf 6” 50” to 70”

5’-3” 3’-6” 3’-0” 2’-9” 2’-3” 1’-9” 1’-6” 1’-0” 4,500 to 5,000

7’-0” 5’-3” 4’-9” 4’-6” 4’-0” 3’-6” 3’-3” 2’-9” 6,000

3′-0″ 1′-6″ 1’-0” — — — — — 3,000 to 3,500

157 psf 8″ 50” to 70”

4′-6″ 3′-0″ 2′-9″ 2′-3″ 2′-0″ 1’-6” 1’-3” — 4,500 to 5,000

6′-0″ 4′-6″ 4′-3″ 3′-9″ 3′-6″ 3’-0” 2’-9” 2’-3” 6,000

2′-6″ 1′-3″ 1’-0” — — — — — 3,000 to 3,500

184 psf 10” 50” to 70”

4′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-9″ 1’-3” 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-9″ 3′-6″ 3′-0″ 2’-9” 2’-6” 2’-0” 6,000

2′-3″ 1′-3″ — — — — — — 3,000 to 3,500

210 psf 12” 50” to 70”

3′-6″ 2’-3″ 2′-0″ 1′-9″ 1′-6″ 1’-3” 1’-0” — 4,500 to 5,000

4′-9″ 3′-6″ 3′-3″ 3′-0″ 2′-9″ 2’-6” 2’-3” 1’-9” 6,000

2′-0″ 1′-0″ — — — — — — 3,000 to 3,500

237 psf 14” 50” to 70”

3′-3″ 2′-0″ 1′-9″ 1′-6″ 1′-3” 1’-0” — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2’-9” 2′-6″ 2’-3” 2’-0” 1’-9” 6,000

1′-9″ 1’-0” — — — — — — 3,000 to 3,500

264 psf 16” 50” to 70”

2′-9″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1’-0” — — 4,500 to 5,000

3′-9″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2’-0” 1’-9” 1’-6” 6,000

1′-9″ — — — — — — — 3,000 to 3,500

290 psf 18” 50” to 70”

2′-6″ 1′-9″ 1′-6″ 1′-3″ 1’-0” — — — 4,500 to 5,000

3′-6″ 2′-9″ 2′-6″ 2′-3″ 2′-0″ 1’-9” 1’-6” 1’-3” 6,000

1′-6” — — — — — — — 3,000 to 3,500

317 psf 20” 50” to 70”

2′-6″ 1′-6″ 1′-6” 1′-3″ 1’-0” — — — 4,500 to 5,000

3′-3″ 2′-6″ 2′-3″ 2′-0″ 1’-9” 1’-9” 1’-6” 1’-3” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

www.surebuilt-usa.com 43Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Deep)

for Precast Concrete Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

4’-9” 2’-6” 2’-0” 1’-3” — — — — 3,000 to 3,500

130 psf 6” 50” to 70”

7’-3” 5’-0” 4’-6” 3’-9” 3’-3” 2’-9” 2’-0” 1’-6” 4,500 to 5,000

8’-0” 7’-6” 7’-0” 6’-3” 5’-9” 5’-3” 4’-6” 4’-0” 6,000

4′-3″ 2′-3″ 1’-9” 1’-3” — — — — 3,000 to 3,500

157 psf 8″ 50” to 70”

6′-6″ 4′-6″ 4′-0″ 3′-6″ 2′-9″ 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-9″ 6′-0″ 5′-6″ 5′-0″ 4’-6” 4’-0” 3’-6” 6,000

3′-9″ 2′-0″ 1’-6” 1’-0” — — — — 3,000 to 3,500

184 psf 10” 50” to 70”

5′-9″ 4′-0″ 3′-6″ 3′-0″ 2′-6″ 2’-0” 1’-6” 1’-3” 4,500 to 5,000

7′-9″ 6′-0″ 5′-6″ 5′-0″ 4′-6″ 4’-0” 3’-6” 3’-3” 6,000

3′-6″ 1′-9″ 1’-3” 1’-0” — — — — 3,000 to 3,500

210 psf 12” 50” to 70”

5′-3″ 3’-6″ 3′-3″ 2′-9″ 2′-3″ 2’-0” 1’-6” 1’-0” 4,500 to 5,000

7′-0″ 5′-6″ 5′-0″ 4′-6″ 4′-0″ 3’-9” 3’-3” 2’-9” 6,000

3′-3″ 1′-9″ 1’-3” — — — — — 3,000 to 3,500

237 psf 14” 50” to 70”

4′-9″ 3′-3″ 3′-0” 2′-6″ 2′-0” 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6′-6″ 5′-0″ 4′-6″ 4’-3” 3′-9″ 3’-6” 3’-0” 2’-6” 6,000

3′-0″ 1’-6” 1’-3” — — — — — 3,000 to 3,500

264 psf 16” 50” to 70”

4′-6″ 3′-0″ 2′-9″ 2′-3″ 2′-0″ 1’-6” 1’-3” — 4,500 to 5,000

6′-0″ 4′-6″ 4′-3″ 3′-9″ 3′-6″ 3’-0” 2’-9” 2’-6” 6,000

2′-9″ 1’-6” 1’-0” — — — — — 3,000 to 3,500

290 psf 18” 50” to 70”

4′-3″ 2′-9″ 2′-6″ 2′-3″ 1’-9” 1’-6” 1’-0” — 4,500 to 5,000

5′-6″ 4′-3″ 4′-0″ 3′-6″ 3′-3″ 3’-0” 2’-6” 2’-3” 6,000

2′-6″ 1’-3” 1’-0” — — — — — 3,000 to 3,500

317 psf 20” 50” to 70”

3′-9″ 2′-6″ 2′-3” 2′-0″ 1’-9” 1’-3” 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-6″ 3′-3″ 3’-0” 2’-9” 2’-3” 2’-0” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

1’ to 2’ Overhang

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Deep)

for Precast Concrete Beams with 2’-0” to 3’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-6” 1’-9” 1’-3” 1’-0” — — — — 3,000 to 3,500

130 psf 6” 50” to 70”

5’-3” 3’-6” 3’-3” 2’-9” 2’-3” 2’-0” 1’-6” 1’-0” 4,500 to 5,000

7’-0” 5’-3” 5’-0” 4’-6” 4’-0” 3’-6” 2’-9” 2’-3” 6,000

3′-0″ 1′-6″ 1’-3” — — — — — 3,000 to 3,500

157 psf 8″ 50” to 70”

4′-6″ 3′-3″ 2′-9″ 2′-6″ 2′-0″ 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6′-3″ 4′-9″ 4′-3″ 4′-0″ 3′-6″ 3’-3” 2’-9” 2’-6” 6,000

2′-9″ 1′-3″ 1’-0” — — — — — 3,000 to 3,500

184 psf 10” 50” to 70”

4′-0″ 2′-9″ 2′-6″ 2′-0″ 1′-9″ 1’-6” 1’-0” — 4,500 to 5,000

5′-6″ 4′-3″ 3′-9″ 3′-6″ 3′-3″ 2’-9” 2’-6” 2’-3” 6,000

2′-6″ 1′-3″ 1’-0” — — — — — 3,000 to 3,500

210 psf 12” 50” to 70”

3′-9″ 2’-6″ 2′-3″ 2′-0″ 1′-6″ 1’-3” 1’-6” — 4,500 to 5,000

5′-0″ 3′-9″ 3′-6″ 3′-3″ 3′-0″ 2’-6” 2’-3” 2’-0” 6,000

2′-3″ 1′-0″ — — — — — — 3,000 to 3,500

237 psf 14” 50” to 70”

3′-3″ 2′-3″ 2′-0” 1′-9″ 1′-6” 1’-3” 1’-0” — 4,500 to 5,000

4′-6″ 3′-6″ 3′-3″ 3’-0” 2′-6″ 2’-3” 2’-0” 1’-9” 6,000

2′-0″ 1’-0” — — — — — — 3,000 to 3,500

264 psf 16” 50” to 70”

3′-0″ 2′-0″ 1′-9″ 1′-6″ 1′-3″ 1’-0” — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2’-3” 2’-0” 1’-9” 6,000

1′-9″ 1’-0” — — — — — — 3,000 to 3,500

290 psf 18” 50” to 70”

2′-9″ 2′-0″ 1′-9″ 1′-6″ 1’-3” 1’-0” — — 4,500 to 5,000

3′-9″ 3′-0″ 2′-9″ 2′-6″ 2′-3″ 2’-0” 1’-9” 1’-6” 6,000

1′-9″ — — — — — — — 3,000 to 3,500

317 psf 20” 50” to 70”

2′-9″ 1′-9″ 1′-6” 1′-3″ 1’-0” 1’-0” — — 4,500 to 5,000

3′-6″ 2′-9″ 2′-6″ 2′-3″ 2’-0” 1’-9” 2’-6” 1’-6” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

www.surebuilt-usa.com 45Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Deep)

for Precast Concrete Beams with 3’-0” to 4’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-0” 1’-6” 1’-3” — — — — — 3,000 to 3,500

130 psf 6” 50” to 70”

4’-6” 3’-3” 2’-9” 2’-6” 2’-0” 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6’-3” 4’-9” 4’-3” 4’-0” 3’-9” 3’-3” 2’-9” 2’-0” 6,000

2′-6″ 1′-3″ 1’-0” — — — — — 3,000 to 3,500

157 psf 8″ 50” to 70”

4′-0″ 2′-9″ 2′-3″ 2′-0″ 1′-9″ 1’-6” 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-9″ 3′-6″ 3′-0″ 2’-9” 2’-6” 2’-0” 6,000

2′-3″ 1′-3″ — — — — — — 3,000 to 3,500

184 psf 10” 50” to 70”

3′-6″ 2′-3″ 2′-0″ 1′-9″ 1′-6″ 1’-3” 1’-0” — 4,500 to 5,000

4′-9″ 3′-6″ 3′-6″ 3′-0″ 2′-9″ 2’-6” 2’-3” 1’-9” 6,000

2′-0″ 1′-0″ — — — — — — 3,000 to 3,500

210 psf 12” 50” to 70”

3′-0″ 2’-0″ 1′-9″ 1′-6″ 1′-3″ 1’-0” — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-9″ 2′-6″ 2’-3” 2’-0” 1’-6” 6,000

1′-9″ 1′-0″ — — — — — — 3,000 to 3,500

237 psf 14” 50” to 70”

2′-9″ 1′-9″ 1′-9” 1′-6″ 1′-3” 1’-0” — — 4,500 to 5,000

3′-9″ 2′-9″ 2′-6″ 2’-3” 2′-3″ 2’-0” 1’-9” 1’-3” 6,000

1′-9″ — — — — — — — 3,000 to 3,500

264 psf 16” 50” to 70”

2′-6″ 1′-9″ 1′-6″ 1′-3″ 1′-0″ — — — 4,500 to 5,000

3′-6″ 2′-6″ 2′-3″ 2′-3″ 2′-0″ 1’-9” 1’-6” 1’-3” 6,000

1′-6″ — — — — — — — 3,000 to 3,500

290 psf 18” 50” to 70”

2′-3″ 1′-6″ 1′-3″ 1′-3″ 1’-0” — — — 4,500 to 5,000

3′-0″ 2′-3″ 2′-3″ 2′-0″ 1′-9″ 1’-6” 1’-6” 1’-0” 6,000

1′-3″ — — — — — — — 3,000 to 3,500

317 psf 20” 50” to 70”

2′-0″ 1′-6″ 1′-3” 1′-0″ 1’-0” — — — 4,500 to 5,000

2′-9″ 2′-3″ 2′-0″ 1′-9″ 1’-9” 1’-6” 1’-3” 1’-0” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Steel Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

5’-9” 3’-0” 2’-3” 1’-6” 1’-0” — — — 3,000 to 3,500

130 psf 6” 14” to 28”

8’-0” 6’-0” 5’-3” 4’-6” 3’-9” 3’-3” 2’-6” 1’-9” 4,500 to 5,000

8’-0” 8’-0” 8’-0” 7’-6” 6’-9” 6’-0” 5’-6” 4’-9” 6,000

5′-3″ 2′-9″ 2’-0” 1’-6” — — — — 3,000 to 3,500

157 psf 8″ 14” to 28”

7′-9″ 5′-3″ 4′-9″ 4′-0″ 3′-6″ 2’-9” 2’-3” 1’-6” 4,500 to 5,000

8′-0” 8′-0″ 7′-3″ 6′-9″ 6′-0″ 5’-6” 4’-9” 4’-3” 6,000

4′-9″ 2′-6″ 1’-9” 1’-3” — — — — 3,000 to 3,500

184 psf 10” 14” to 28”

7′-0″ 4′-9″ 4′-3″ 3′-9″ 3′-0″ 2’-6” 2’-0” 1’-6” 4,500 to 5,000

8′-0″ 7′-3″ 6′-9″ 6′-0″ 5′-6″ 5’-0” 4’-6” 3’-9” 6,000

4′-3″ 2′-3″ 1’-9” 1’-3” — — — — 3,000 to 3,500

210 psf 12” 14” to 28”

6′-6″ 4’-6″ 4′-0″ 3′-3″ 2′-9″ 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-6″ 6′-0″ 5′-6″ 5′-0″ 4’-6” 4’-0” 3’-6” 6,000

4′-0″ 2′-0″ 1’-6” 1’-0” — — — — 3,000 to 3,500

237 psf 14” 14” to 28”

6′-0″ 4′-0″ 3′-6” 3′-0″ 2′-6” 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-0″ 5′-6″ 5’-3” 4′-9″ 4’-3” 3’-9” 3’-3” 6,000

3′-9″ 1’-9” 1’-6” 1’-0” — — — — 3,000 to 3,500

264 psf 16” 14” to 28”

5′-6″ 3′-9″ 3′-3″ 2′-9″ 2′-6″ 2’-0” 1’-6” 1’-0” 4,500 to 5,000

7′-6″ 5′-9″ 5′-3″ 4′-9″ 4′-3″ 3’-9” 3’-6” 3’-0” 6,000

3′-6″ 1’-9” 1’-3” 1’-0” — — — — 3,000 to 3,500

290 psf 18” 14” to 28”

5′-3″ 3′-6″ 3′-0″ 2′-9″ 2’-3” 1’-9” 1’-6” 1’-0” 4,500 to 5,000

7′-0″ 5′-3″ 4′-9″ 4′-6″ 4′-0″ 3’-6” 3’-3” 2’-9” 6,000

3′-3″ 1’-6” 1’-3” — — — — — 3,000 to 3,500

317 psf 20” 14” to 28”

4′-9″ 3′-3″ 3′-0” 2′-6″ 2’-0” 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6′-6″ 5′-0″ 4′-6″ 4′-3″ 3’-9” 3’-3” 3’-0” 2’-6” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

Block as required

www.surebuilt-usa.com 47Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Steel Beams with 2’-0” to 3’-0” Overhang and 14” bracket depth

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-6” 1’-0” — — — — — — 3,000 to 3,500

130 psf 6” 14”

5’-3” 2’-9” 2’-3” 1’-6” 1’-0” — — — 4,500 to 5,000

6’-3” 3’-9” 3’-0” 2’-6” 1’-9” 1’-3” — — 6,000

3′-0″ 1′-0″ — — — — — — 3,000 to 3,500

157 psf 8″ 14”

4′-9″ 2′-6″ 2′-0″ 1′-6″ — — — — 4,500 to 5,000

5′-9” 3′-6″ 2′-9″ 2′-3″ 1′-9″ 1’-0” — — 6,000

2′-9″ — — — — — — — 3,000 to 3,500

184 psf 10” 14”

4′-3″ 2′-3″ 1′-9″ 1′-3″ — — — — 4,500 to 5,000

5′-3″ 3′-3″ 2′-6″ 2′-0″ 1′-6″ 1’-0” — — 6,000

2′-6″ — — — — — — — 3,000 to 3,500

210 psf 12” 14”

3′-9″ 2’-0″ 1′-6″ 1′-3″ — — — — 4,500 to 5,000

5′-0″ 3′-0″ 2′-6″ 2′-0″ 1′-6″ 1’-0” — — 6,000

2′-3″ — — — — — — — 3,000 to 3,500

237 psf 14” 14”

3′-6″ 1′-9″ 1′-6” 1′-0″ — — — — 4,500 to 5,000

4′-6″ 2′-9″ 2′-3″ 1’-9” 1′-3″ — — — 6,000

2′-0″ — — — — — — — 3,000 to 3,500

264 psf 16” 14”

3′-3″ 1′-9″ 1′-3″ 1′-0″ — — — — 4,500 to 5,000

4′-3″ 2′-6″ 2′-0″ 1′-9″ 1′-3″ — — — 6,000

2′-0″ — — — — — — — 3,000 to 3,500

290 psf 18” 14”

3′-0″ 1′-6″ 1′-3″ — — — — — 4,500 to 5,000

4′-0″ 2′-6″ 2′-0″ 1′-6″ 1′-3″ — — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

317 psf 20” 14”

2′-9″ 1′-6″ 1′-0” — — — — — 4,500 to 5,000

3′-6″ 2′-3″ 1′-9″ 1′-6″ 1’-0” — — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

Block as required

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Steel Beams with 2’-0” to 3’-0” Overhang and 20” bracket depth

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

4’-0” 1’-9” 1’-3” — — — — — 3,000 to 3,500

130 psf 6” 20”

6’-0” 4’-0” 3’-6” 2’-9” 2’-3” 1’-9” 1’-0” — 4,500 to 5,000

8’-0” 5’-0” 4’-3” 3’-9” 3’-0” 2’-6” 1’-9” 1’-3” 6,000

3′-6″ 1′-9″ 1’-3” — — — — — 3,000 to 3,500

157 psf 8″ 20”

5′-3″ 3′-6″ 3′-0″ 2′-6″ 2’-0” 1’-6” 1’-0” — 4,500 to 5,000

7′-0” 4′-9″ 4′-0″ 3′-6″ 2′-9″ 2’-3” 1’-9” 1’-0” 6,000

3′-0″ 1’-6” 1’-0” — — — — — 3,000 to 3,500

184 psf 10” 20”

4′-9″ 3′-3″ 2′-9″ 2′-3″ 1’-9” 1’-3” — — 4,500 to 5,000

6′-3″ 4′-6″ 3′-9″ 3′-3″ 2′-9″ 2’-0” 1’-6” 1’-0” 6,000

2′-9″ 1’-3” 1’-0” — — — — — 3,000 to 3,500

210 psf 12” 20”

4′-3″ 3’-0″ 2′-6″ 2′-0″ 1’-9” 1’-3” — — 4,500 to 5,000

5′-9″ 4′-0″ 3′-6″ 3′-0″ 2′-6″ 2’-0” 1’-6” 1’-0” 6,000

2′-6″ 1’-3” — — — — — — 3,000 to 3,500

237 psf 14” 20”

4′-0″ 2′-9″ 2′-3” 2′-0″ 1’-6” 1’-0” — — 4,500 to 5,000

5′-3″ 3′-9″ 3′-3″ 2’-9” 2′-3″ 1’-9” 1’-3” 1’-0” 6,000

2′-3″ 1’-0” — — — — — — 3,000 to 3,500

264 psf 16” 20”

3′-6″ 2′-6″ 2′-0″ 1′-9″ 1’-3” 1’-0” — — 4,500 to 5,000

4′-9″ 3′-6″ 3′-0″ 2′-6″ 2′-3″ 1’-9” 1’-3” — 6,000

2′-3″ 1’-0” — — — — — — 3,000 to 3,500

290 psf 18” 20”

3′-3″ 2′-3″ 1′-9″ 1’-6” 1’-3” — — — 4,500 to 5,000

4′-6″ 3′-3″ 2′-9″ 2′-6″ 2′-0″ 1’-6” 1’-3” — 6,000

2′-0″ 1’-0” — — — — — — 3,000 to 3,500

317 psf 20” 20”

3′-0″ 2′-0″ 1′-9” 1’-6” 1’-0” — — — 4,500 to 5,000

4′-3″ 3′-0″ 2′-6″ 2′-3″ 1’-9” 1’-6” 1’-0” — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

Block as required

www.surebuilt-usa.com 49Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Steel Beams with 2’-0” to 3’-0” Overhang and 26” bracket depth

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

4’-0” 2’-0” 1’-6” 1’-0” — — — — 3,000 to 3,500

130 psf 6” 26”

6’-0” 4’-0” 3’-6” 3’-0” 2’-6” 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8’-0” 6’-0” 5’-6” 5’-0” 4’-6” 4’-3” 3’-9” 3’-3” 6,000

3′-6″ 1′-9″ 1’-3” 1’-0” — — — — 3,000 to 3,500

157 psf 8″ 26”

5′-3″ 3′-6″ 3′-3″ 2′-9″ 2’-3” 1’-9” 1’-6” 1’-0” 4,500 to 5,000

7′-0” 5′-3″ 5′-0″ 4′-6″ 4′-0″ 3’-9” 3’-3” 2’-9” 6,000

3′-0″ 1’-6” 1’-3” — — — — — 3,000 to 3,500

184 psf 10” 26”

4′-9″ 3′-3″ 2′-9″ 2′-6″ 2’-0” 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6′-3″ 4′-9″ 4′-6″ 4′-0″ 3′-9″ 3’-3” 3’-0” 2’-6” 6,000

2′-9″ 1’-6” 1’-0” — — — — — 3,000 to 3,500

210 psf 12” 26”

4′-3″ 3’-0″ 2′-6″ 2′-3″ 1’-9” 1’-6” 1’-3” — 4,500 to 5,000

5′-9″ 4′-3″ 4′-0″ 3′-9″ 3′-3″ 3’-0” 2’-6” 2’-3” 6,000

2′-6″ 1’-3” 1’-0” — — — — — 3,000 to 3,500

237 psf 14” 26”

4′-0″ 2′-9″ 2′-3” 2′-0″ 1’-9” 1’-3” 1’-0” — 4,500 to 5,000

5′-3″ 4′-0″ 3′-9″ 3’-3” 3′-0″ 2’-9” 2’-6” 2’-0” 6,000

2′-3″ 1’-3” 1’-0” — — — — — 3,000 to 3,500

264 psf 16” 26”

3′-6″ 2′-6″ 2′-3″ 1′-9″ 1’-6” 1’-3” 1’-0” — 4,500 to 5,000

4′-9″ 3′-9″ 3′-3″ 3′-0″ 2′-9″ 2’-6” 2’-3” 2’-0” 6,000

2′-3″ 1’-0” — — — — — — 3,000 to 3,500

290 psf 18” 26”

3′-3″ 2′-3″ 2′-0″ 1’-9” 1’-6” 1’-3” 1’-0” — 4,500 to 5,000

4′-6″ 3′-6″ 3′-0″ 2′-9″ 2′-6″ 2’-3” 2’-0” 1’-9” 6,000

2′-0″ 1’-0” — — — — — — 3,000 to 3,500

317 psf 20” 26”

3′-0″ 2′-0″ 1′-9” 1’-6” 1’-3” 1’-0” — — 4,500 to 5,000

4′-3″ 3′-3″ 3′-0″ 2′-9″ 2’-6” 2’-3” 2’-0” 1’-9” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

Block as required

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Steel Beams with 3’-0” to 4’-0” Overhang and 14” bracket depth

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

2’-9” — — — — — — — 3,000 to 3,500

130 psf 6” 14”

4’-0” 1’-6” — — — — — — 4,500 to 5,000

4’-9” 2’-3” 1’-6” — — — — — 6,000

2′-3″ — — — — — — — 3,000 to 3,500

157 psf 8″ 14”

3′-6″ 1′-3″ — — — — — — 4,500 to 5,000

4′-3” 2′-0″ 1′-3″ — — — — — 6,000

2′-0″ — — — — — — — 3,000 to 3,500

184 psf 10” 14”

3′-3″ 1′-3″ — — — — — — 4,500 to 5,000

3′-9″ 1′-9″ 1′-3″ — — — — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

210 psf 12” 14”

2′-9″ 1’-0″ — — — — — — 4,500 to 5,000

3′-6″ 1′-6″ 1′-0″ — — — — — 6,000

1′-6″ — — — — — — — 3,000 to 3,500

237 psf 14” 14”

2′-6″ 1′-0″ — — — — — — 4,500 to 5,000

3′-3″ 1′-6″ 1′-0″ — — — — — 6,000

1′-6″ — — — — — — — 3,000 to 3,500

264 psf 16” 14”

2′-3″ — — — — — — — 4,500 to 5,000

3′-0″ 1′-3″ — — — — — — 6,000

1′-3″ — — — — — — — 3,000 to 3,500

290 psf 18” 14”

1′-9″ — — — — — — — 4,500 to 5,000

2′-9″ 1′-3″ — — — — — — 6,000

1′-3″ — — — — — — — 3,000 to 3,500

317 psf 20” 14”

1′-9″ — — — — — — — 4,500 to 5,000

2′-6″ 1′-0″ — — — — — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

14”

Block as required

www.surebuilt-usa.com 51Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Steel Beams with 3’-0” to 4’-0” Overhang and 20” bracket depth

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-3” — — — — — — — 3,000 to 3,500

130 psf 6” 20”

5’-0” 2’-6” 1’-9” 1’-3” — — — — 4,500 to 5,000

5’-9” 3’-3” 2’-6” 1’-9” 1’-3” — — — 6,000

3′-0″ — — — — — — — 3,000 to 3,500

157 psf 8″ 20”

4′-6″ 2′-3″ 1’-9” 1’-0” — — — — 4,500 to 5,000

5′-3” 2′-9″ 2′-3″ 1’-9” 1’-0” — — — 6,000

2′-6″ — — — — — — — 3,000 to 3,500

184 psf 10” 20”

4′-0″ 2′-0″ 1’-6” 1’-0” — — — — 4,500 to 5,000

4′-9″ 2′-6″ 2′-0″ 1’-6” 1’-0” — — — 6,000

2′-3″ — — — — — — — 3,000 to 3,500

210 psf 12” 20”

3′-6″ 1’-9″ 1’-3” — — — — — 4,500 to 5,000

4′-3″ 2′-3″ 1′-9″ 1’-3” — — — — 6,000

2′-0″ — — — — — — — 3,000 to 3,500

237 psf 14” 20”

3′-0″ 1′-6″ 1’-0” — — — — — 4,500 to 5,000

3′-9″ 2′-0″ 1′-6″ 1’-3” — — — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

264 psf 16” 20”

2′-9″ 1’-3” 1’-0” — — — — — 4,500 to 5,000

3′-6″ 2′-0″ 1’-6” 1’-0” — — — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

290 psf 18” 20”

2′-6″ 1’-3” — — — — — — 4,500 to 5,000

3′-3″ 1′-9″ 1’-6” 1’-0” — — — — 6,000

1′-6″ — — — — — — — 3,000 to 3,500

317 psf 20” 20”

2′-3″ 1’-0” — — — — — — 4,500 to 5,000

3′-0″ 1′-9″ 1’-3” 1’-0” — — — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

20”

Block as required

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Steel Beams with 3’-0” to 4’-0” Overhang and 26” bracket depth

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-6” 1’-6” — — — — — — 3,000 to 3,500

130 psf 6” 26”

5’-3” 3’-6” 3’-0” 2’-3” 1’-9” 1’-0” — — 4,500 to 5,000

7’-0” 4’-0” 3’-6” 2’-9” 2’-0” 1’-6” — — 6,000

3′-0″ 1’-3” — — — — — — 3,000 to 3,500

157 psf 8″ 26”

4′-6″ 3′-0″ 2’-6” 2’-0” 1’-6” — — — 4,500 to 5,000

6′-0” 3′-9″ 3′-0″ 2’-6” 1’-9” 1’-3” — — 6,000

2′-6″ 1’-0” — — — — — — 3,000 to 3,500

184 psf 10” 26”

4′-0″ 2′-9″ 2’-3” 1’-9” 1’-3” — — — 4,500 to 5,000

5′-3″ 3′-3” 2′-9″ 2’-3” 1’-9” 1’-0” — — 6,000

2′-3″ 1’-0” — — — — — — 3,000 to 3,500

210 psf 12” 26”

3′-6″ 2’-3″ 2’-0” 1’-6” 1’-0” — — — 4,500 to 5,000

4′-9″ 3′-0″ 2′-6″ 2’-0” 1’-6” 1’-0” — — 6,000

2′-0″ — — — — — — — 3,000 to 3,500

237 psf 14” 26”

3′-3″ 2′-0″ 1’-9” 1’-3” 1’-0” — — — 4,500 to 5,000

4′-3″ 2′-9″ 2′-3″ 1’-9” 1’-3” 1’-0” — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

264 psf 16” 26”

2′-9″ 2’-0” 1’-6” 1’-3” — — — — 4,500 to 5,000

3′-9″ 2′-6″ 2’-0” 1’-9” 1’-3” — — — 6,000

1′-9″ — — — — — — — 3,000 to 3,500

290 psf 18” 26”

2′-6″ 1’-9” 1’-6” 1’-0” — — — — 4,500 to 5,000

3′-6″ 2′-3″ 2’-0” 1’-6” 1’-3” — — — 6,000

1′-6″ — — — — — — — 3,000 to 3,500

317 psf 20” 26”

2′-6″ 1’-6” 1’-3” 1’-0” — — — — 4,500 to 5,000

3′-3″ 2′-0″ 1’-9” 1’-6” 1’-0” — — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

26”

Block as required

www.surebuilt-usa.com 53Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Precast Concrete Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

4’-2” 1’-7” — — — — — — 3,000 to 3,500

8” 14”

6’-4” 3’-1” 2’-0” — — — — — 4,500 to 5,000

7’-7” 3’-1” 2’-0 — — — — — 6,000

4′-3″ 2’-2” 1’-8” 1’-2” — — — — 3,000 to 3,500

157 psf

8″ 20”

6’-4″ 4’-4” 3’-10” 3’-4” 2’-10” 1’-11” — — 4,500 to 5,000

8′-0” 6’-5″ 5′-4″ 4’-2” 3’-0” 1’-11” — — 6,000

4′-3″ 2’-2” 1’-8” 1’-2” — — — — 3,000 to 3,500

8” 26”

6’-4” 4’-4” 3’-10” 3’-4” 2’-10” 2’-4” 1’-10” 1’-4” 4,500 to 5,000

4′-9″ 2′-6″ 2′-0″ 1’-6” 1’-0” — — — 6,000

3’-9” 1’-5” — — — — — — 3,000 to 3,500

10” 14”

5’-8” 2’-11” 1’-10” — — — — — 4,500 to 5,000

7′-1″ 2’-11” 1’-10” — — — — — 6,000

3′-10″ 2’-0” 1’-6” 1’-1” — — — — 3,000 to 3,500

184 psf

10” 20”

5′-9″ 3′-11″ 3’-5” 3’-0” 2’-7” 1’-9” — — 4,500 to 5,000

7′-8″ 5′-10″ 4′-11″ 3’-10” 2’-10” 1’-9” — — 6,000

3’-10” 2’-0” 1’-6” 1’-0” — — — — 3,000 to 3,500

10” 26”

5′-9″ 3’-11” 3’-5” 3’-0” 2’-7” 2’-1” 1’-8” 1’-2” 4,500 to 5,000

7′-8″ 5’-10” 5’-5” 4’-11” 4’-6” 4’-0” 3’-6” 2’-5” 6,000

3′-5″ 1’-4” — — — — — — 3,000 to 3,500

12” 14”

5′-2″ 2’-8” 1’-9” — — — — — 4,500 to 5,000

6′-6″ 2′-8″ 1’-9” — — — — — 6,000

3′-6″ 1’-10” 1’-5” 1’-0” — — — — 3,000 to 3,500

210 psf

12” 20”

5′-3″ 3’-7” 3’-2” 2’-9” 2’-4” 1’-8” — — 4,500 to 5,000

7′-0″ 5′-4″ 4’-7” 3’-7” 2’-7” 1’-8” — — 6,000

3’-6” 1’-10” 1’-5” 1’-0” — — — — 3,000 to 3,500

12” 26”

5’-3” 3’-7” 3’-2” 2’-9” 2’-4” 1’-11” 1’-6” 1’-1” 4,500 to 5,000

7’-0” 5’-4” 4’-11” 4’-6” 4’-1” 3’-8” 3’-3” 2’-3” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

3’-10” Max

1’ to 2’ Overhang

“D”

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Modified)

for Precast Concrete Beams with 2’-0” to 3’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

3’-0” — — — — — — — 3,000 to 3,500

8” 14”

4’-6” — — — — — — — 4,500 to 5,000

4’-8” — — — — — — — 6,000

3’-6” 1’-2” — — — — — — 3,000 to 3,500

157 psf

8″ 20”

5’-3″ 2’-10” 1’-9” — — — — — 4,500 to 5,000

7′-0” 2’-10” 1’-9” — — — — — 6,000

3’-6” 1’-10” 1’-4” — — — — — 3,000 to 3,500

8” 26”

5’-3” 3’-7” 3’-2” 2’-8” 1’-7” — — — 4,500 to 5,000

7’-0” 4’-9” 3′-9″ 2’-8” 1’-7” — — — 6,000

2’-8” — — — — — — — 3,000 to 3,500

10” 14”

4’-0” — — — — — — — 4,500 to 5,000

4′-2″ — — — — — — — 6,000

3′-1″ 1’-0” — — — — — — 3,000 to 3,500

183 psf

10” 20”

4′-7″ 2′-7″ 1’-7” — — — — — 4,500 to 5,000

6′-2″ 2′-7″ 1′-7″ — — — — — 6,000

3’-1” 1’-7” 1’-2” — — — — — 3,000 to 3,500

10” 26”

4′-7″ 3’-2” 2’-9” 2’-5” 1’-5” — — — 4,500 to 5,000

6′-2″ 4’-4” 3’-4” 2’-5” 1’-5” — — — 6,000

2′-4″ — — — — — — — 3,000 to 3,500

12” 14”

3′-6″ — — — — — — — 4,500 to 5,000

3′-9″ — — — — — — — 6,000

2′-9″ — — — — — — — 3,000 to 3,500

210 psf

12” 20”

4′-1″ 2’-4” 1’-5” — — — — — 4,500 to 5,000

5′-6″ 2’-4” 1’-5” — — — — — 6,000

2’-9” 1’-5” 1’-0” — — — — — 3,000 to 3,500

12” 26”

4’-1” 2’-10” 2’-6” 2’-2” 1’-4” — — — 4,500 to 5,000

5’-6” 3’-10” 3’-0” 2’-2” 1’-4” — — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

“D”

www.surebuilt-usa.com 55Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Junior)

for Steel Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

6’-0” 3’-3” 2’-6” 1’-9” 1’-0” — — — 3,000 to 3,500

130 psf 6” 16” to 28”

8’-0” 6’-0” 5’-6” 4’-9” 4’-3” 3’-6” 2’-9” 1’-9” 4,500 to 5,000

8’-0” 8’-0” 8’-0” 8’-0” 7’-3” 6’-6” 5’-9” 5’-0” 6,000

5′-6″ 2’-9” 2’-3” 1’-6” — — — — 3,000 to 3,500

157 psf 8″ 16” to 28”

8′-0″ 5′-9″ 5’-0” 4’-3” 3’-9” 3’-0” 2’-3” 1’-9” 4,500 to 5,000

8′-0” 8′-0″ 7′-6″ 7’-3” 6’-6” 5’-9” 5’-0” 4’-6” 6,000

5′-0″ 2’-6” 2’-0” 1’-3” — — — — 3,000 to 3,500

184 psf 10” 16” to 28”

7′-6″ 5′-0″ 4’-6” 4’-0” 3’-3” 2’-9” 2’-0” 1’-6” 4,500 to 5,000

8′-0″ 7′-9″ 7′-0″ 6’-6” 5’-9” 5’-3” 4’-9” 4’-0” 6,000

4′-6″ 2’-3” 1’-9” 1’-3” — — — — 3,000 to 3,500

210 psf 12” 16” to 28”

6′-9″ 4’-9″ 4’-0” 3’-6” 3’-0” 2’-6” 2’-0” 1’-3” 4,500 to 5,000

8′-0″ 7′-0″ 6′-6″ 6’-0” 5’-3” 4’-9” 4’-3” 3’-6” 6,000

4′-3″ 2’-0” 1’-6” 1’-0” — — — — 3,000 to 3,500

237 psf 14” 16” to 28”

6′-9″ 4′-3″ 3’-9” 3’-3” 2’-9” 2’-3” 1’-9” 1’-3” 4,500 to 5,000

8′-0″ 6′-3″ 5′-9″ 5’-3” 4’-9” 4’-3” 3’-9” 3’-3” 6,000

3′-9″ 2’-0” 1’-6” 1’-0” — — — — 3,000 to 3,500

264 psf 16” 16” to 28”

5′-9″ 4’-0” 3’-6” 3’-0” 2’-6” 2’-0” 1’-6” 1’-3” 4,500 to 5,000

7′-9″ 5′-9″ 5’-3” 5’-0” 4’-6” 4’-0” 3’-6” 3’-0” 6,000

3′-6″ 1’-9” 1’-3” 1’-0” — — — — 3,000 to 3,500

290 psf 18” 16” to 28”

5′-3″ 3’-6” 3’-3” 2’-9” 2’-3” 2’-0” 1’-6” 1’-0” 4,500 to 5,000

7′-3″ 5′-6″ 5’-0” 4’-6” 4’-3” 3’-9” 3’-3” 2’-9” 6,000

3′-3″ 1’-9” 1’-3” — — — — — 3,000 to 3,500

317 psf 20” 16” to 28”

5′-0″ 3’-3” 3’-0” 2’-6” 2’-3” 1’-9” 1’-3” 1’-0” 4,500 to 5,000

6′-9″ 5′-0″ 4’-9” 4’-3” 3’-9” 3’-6” 3’-0” 2’-9” 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services Department for

assistance in determining applied loads and spacing.

3’ 3-1/4” Max

1’ to 2’ Overhang

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing with Bridge Overhang Bracket (Junior)

for Precast Concrete Beams with 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs) Hanger SWL

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

Range (lbs)

5’-3” 2’-9” 2’-0” 1’-0” — — — — 3,000 to 3,500

130 psf 6” 16” to 28”

7’-9” 5’-3” 4’-9” 4’-0” 3’-6” 2’-6” 1’-6” — 4,500 to 5,000

8’-0” 7’-0” 6’-0” 4’-9” 3’-6” 2’-6” 1’-6” — 6,000

4′-6″ 2’-3” 1’-9” — — — — — 3,000 to 3,500

157 psf 8″ 16” to 28”

7′-0″ 4’-9” 4’-3” 3’-6” 3’-0” 2’-3” 1’-3” — 4,500 to 5,000

8′-0” 6’-6” 5′-6″ 4’-3” 3’-3” 2’-3” 1’-6” — 6,000

4′-0″ 2’-0” 1’-6” — — — — — 3,000 to 3,500

184 psf 10” 16” to 28”

6′-3″ 4’-3” 3’-9” 3’-3” 2’-6” 1’-9” 1’-3” — 4,500 to 5,000

8′-0″ 6′-0″ 5′-0″ 4’-0” 3’-0” 2’-3” 1’-3” — 6,000

3′-9″ 2’-0” 1’-3” — — — — — 3,000 to 3,500

210 psf 12” 16” to 28”

5′-6″ 3’-9″ 3’-3” 3’-0” 2’-3” 1’-9” 1’-0” — 4,500 to 5,000

7′-6″ 5′-3″ 4′-6″ 3’-6” 2’-9” 2’-0” 1’-3” — 6,000

3′-3″ 1’-9” 1’-0” — — — — — 3,000 to 3,500

237 psf 14” 16” to 28”

5′-0″ 3′-6″ 3’-0” 2’-6” 2’-0” 1’-6” — — 4,500 to 5,000

6′-9″ 4′-9″ 4′-0″ 3’-3” 2’-6” 1’-9” 1’-0” — 6,000

3′-0″ 1’-6” 1’-0” — — — — — 3,000 to 3,500

264 psf 16” 16” to 28”

4′-9″ 3’-3” 2’-9” 2’-3” 1’-9” 1’-3” — — 4,500 to 5,000

6′-3″ 4′-3″ 3’-6” 3’-0” 2’-3” 1’-6” 1’-0” — 6,000

2′-9″ 1’-3” — — — — — — 3,000 to 3,500

290 psf 18” 16” to 28”

4′-3″ 2’-9” 2’-6” 2’-0” 1’-6” 1’-0” — — 4,500 to 5,000

5′-9″ 3′-9″ 3’-3” 2’-9” 2’-0” 1’-6” 1’-0” — 6,000

2′-6″ 1’-0” — — — — — — 3,000 to 3,500

317 psf 20” 16” to 28”

4′-0″ 2’-6” 2’-0” 1’-9” 1’-3” 1’-0” — — 4,500 to 5,000

5′-3″ 3′-6″ 3’-0” 2’-6” 1’-9” 1’-3” — — 6,000

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services Department for

assistance in determining applied loads and spacing.

3’ 3-1/4” Max

1’ to 2’ Overhang

www.surebuilt-usa.com 57Exterior Hanger Spacing Tables

Exterior Hanger Spacing for Heavy Duty Bridge Overhang Brackets (BOBHD & BOBHDL)

for Use Steel Beams with 3’-0” to 4’-0” Overhang

Design

Load Slab

Bracket

“D”

Dimension

0 500 Screed Load per Bracket (lbs) 1,000 1,500 2,000 2,500 3,000

Hanger SWL

Range (lbs)

7’-2″ 6’-6” 5’-11” 5’-0” 4’-0” 3’-6” 3’-0” 8,000

30”

8′-0″ 8′-0″ 6’-6” 5’-6” 4’-6” 3’-6” 3’-3” 11,300

7’-2″ 6’-6” 5’-11” 5’-3” 4’-8” 4’-0” 3’-4” 8,000

157 psf 8″

50”

8′-0″ 8′-0″ 8’-0” 8’-0” 7’-7” 6’-9” 6’-3” 11,300

7′-2″ 6’-6” 5’-11” 5’-3” 4’-8” 4’-0” 3’-4” 8,000

68”

8′-0″ 8′-0″ 8’-0” 8’-0” 7’-7” 7’-0” 6’-4” 11,300

30” 6’-5″ 5’-10” 5’-3” 4’-8” 3’-6” 3’-0” 2’-6” 8,000

8′-0″ 7′-0″ 6’-6” 5’-10” 4’-10” 3’-11” 3’-0” 11,300

184 psf 10″

50” 6’-5″ 5’-10” 5’-3” 4’-8” 4’-2” 3’-7” 3’-0” 8,000

8′-0″ 8′-0″ 7’-11” 7’-4” 6’-10” 6’-3” 5’-6” 11,300

68” 6′-5″ 5’-10” 5’-3” 4’-8” 4’-2” 3’-7” 3’-0” 8,000

8′-0″ 8′-0″ 7’11” 7’-4” 6’-10” 6’-3” 5’-8” 11,300

30” 5’-10” 5’-3” 4’-9” 4’-3” 3’-9” 3’-2” 2’-6” 8,000

8′-0″ 7′-3″ 6’-4” 5’-5” 4’-6” 3’-7” 2’-10” 11,300

210 psf 12″

50” 5’-10” 5’-3” 4’-9” 4’-3” 3’-9” 3’-3” 2’-8” 8,000

8′-0″ 7′-3″ 7’-2” 6’-8” 6’-2” 5’-7” 5’-1” 11,300

68” 5’-10” 5’-3” 4’-9” 4’-3” 3’-9” 3’-3” 2’-8” 8,000

8′-0″ 7′-3″ 7’-2” 6’-8” 6’-2” 5’-7” 5’-1” 11,300

30” 5’-3” 4’-9” 4’-4” 3’-10” 3’-4” 2’-10” 2’-3” 8,000

7′-6″ 6’-9” 5’-11” 5’-0” 4’-2” 3’-4” 2’-7” 11,300

237 psf 14”

50” 5’-3” 4’-10” 4’-4” 3’-10” 3’-5” 2’-11” 2’-5” 8,000

7′-6″ 7’-0” 6’-6” 6’-0” 5’-6” 5’-1” 4’-6” 11,300

68” 5’-3” 4’-10” 4’-4” 3’-10” 3’-5” 2’-11” 2’-6” 8,000

7′-6″ 7’-0” 6’-6” 6’-1” 5’-7” 5’-1” 4’-8” 11,300

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for live loads, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services Department for

assistance in determining applied loads and spacing.

Call 708-493-9569Exterior Hanger Spacing Tables

Exterior Hanger Spacing for Heavy Duty Bridge Overhang Brackets (BOBHD & BOBHDL)

for Use Steel Beams with 4’-0” to 5’-0” Overhang

Design

Load Slab

Bracket

“D”

Dimension

0 500 Screed Load per Bracket (lbs) 1,000 1,500 2,000 2,500 3,000

Hanger SWL

Range (lbs)

30” 6’-4″ 5’-9” 4’-11” 4’-1” 3’-2” 2’-4” 1’-5” 8,000

7′-3″ 6′-2″ 5’-3” 4’-4” 3’-6” 2’-6” 1’-8” 11,300

157 psf 8″

50” 6’-4″ 5’-9” 5’-2” 4’-8” 4’-1” 3’-6” 2’-11” 8,000

8′-0″ 8′-0″ 7’-10” 7’-3” 6’-8” 6’-2” 5’-3” 11,300

68” 6′-4″ 5’-9” 5’-2” 4’-8” 4’-1” 3’-6” 2’-11” 8,000

8′-0″ 8′-0″ 7’-10” 7’-3” 6’-8” 6’-2” 5’-7” 11,300

30” 5’-7″ 5’-1” 4’-4” 3’-7” 2’-10” 2’-1” 1’-4” 8,000

6′-7″ 5′-6″ 4’-9” 3’-11” 3’-1” 2’-4” 1’-6” 11,300

184 psf 10″

50” 5’-7″ 5’-1” 4’-7” 4’-1” 3’-7” 3’-1” 2’-7” 8,000

7′-10″ 7′-5″ 6’-11” 6’-5” 5’-11” 5’-5” 4’-8” 11,300

68” 5′-7″ 5’-1” 4’-7” 4’-1” 3’-7” 3’-1” 2’-7” 8,000

7′-10″ 7′-5″ 6’-11” 6’-5” 5’-11” 5’-5” 4’-11” 11,300

30” 5’-0” 4’-6” 3’-10” 3’-2” 2’-6” 1’-10” 1’-2” 8,000

6′-0″ 5′-1″ 4’-3” 3’-7” 2’-10” 2’-1” 1’-4” 11,300

210 psf 12″

50” 5’-0” 4’-6” 4’-1” 3’-8” 3’-2” 2’-9” 2’-4” 8,000

7′-0″ 6′-7″ 6’-2” 5’-8” 5’-3” 4’-10” 4’-4” 11,300

68” 5’-0” 4’-6” 4’-1” 3’-8” 3’-2” 2’-9” 2’-4” 8,000

7′-0″ 6′-7″ 6’-2” 5’-8” 5’-3” 4’-10” 4’-4” 11,300

30” 4’-6” 4’-1” 3’-6” 2’-10” 2’-3” 1’-8” 1’-0” 8,000

5’-5” 4’-7” 3’-11” 3’-3” 2’-7” 1’-11” 1’-3” 11,300

237 psf 14”

50” 4’-6” 4’-1” 3’-8” 3’-3” 2’-11” 2’-6” 2’-1” 8,000

6’-4” 5’-11” 5’-7” 5’-2” 4’-9” 4’-4” 3’-11” 11,300

68” 4’-6” 4’-1” 3’-8” 3’-3” 2’-11” 2’-6” 2’-1” 8,000

6’-4” 5’-11” 5’-8” 5’-2” 4’-9” 4’-4” 3’-11” 11,300

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for live loads, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services Department for

assistance in determining applied loads and spacing.

www.surebuilt-usa.com 59Exterior Hanger Spacing Tables

Exterior Hanger Spacing for Heavy Duty Bridge Overhang Brackets (BOBHD & BOBHDL)

for Use On Concrete Beams with 3’-0” to 4’-0” Overhang

Design

Load Slab

Bracket

“D”

Dimension

0 500 Screed Load per Bracket (lbs) 1,000 1,500 2,000 2,500 3,000

Hanger SWL

Range (lbs)

30” 6’-6” 5’-11” 5′-2″ 3′-10″ 2′-6″ 1′-6″ 1’-0” 8,000

8′-0″ 8′-0″ 5′-2″ 3’-10” 2’-6” 1’-6” 1’-0” 11,300

157 psf 8″

50” 6’-6″ 5’-11” 5’-4” 4’-9” 4’-2” 3’-7” 3’-0” 8,000

8′-0″ 8′-0″ 8’-0” 7’-6” 6’-4” 5’-0” 4’-9” 11,300

68” 6’-6″ 5’-11” 5’-4” 4’-9” 4’-2” 3’-7” 3’-0” 8,000

8′-0″ 8′-0″ 8’-0” 7’-6” 6’-11” 6’-4” 5’-9” 11,300

30” 5’-10″ 5’-4” 4’-9” 3’-6” 2’-3” 1’-0” – 8,000

7′-3″ 5′-9″ 4’-9” 3’-6” 2’-3” 1’-0” – 11,300

184 psf 10″

50” 5′-10″ 5’-4” 4’-9” 4’-3” 3’-9” 3’-3” 2’-8” 8,000

8′-0″ 7′-6″ 7’-2” 6’-8” 5’-11” 4’-9” 2’-6” 11,300

68” 5′-10″ 5’-4” 4’-9” 4’-3” 3’-9” 3’-3” 2’-8” 8,000

8′-0″ 7′-6″ 7’-2” 6’-8” 6’-2” 5’-7” 5’-0” 11,300

30” 5’-3” 4’-9” 4’-3” 3’-3” 2’-1” – – 8,000

6′-9″ 5′-4″ 4’-5” 3’-3” 2’-1” – – 11,300

210 psf 12″

50” 5’-3” 4’-9” 4’-3” 3’-10” 3’-4” 2’-11” 2’-5” 8,000

7′-5″ 6′-11″ 6’-5” 6’-0” 5’-6” 4’-3” 4’-2” 11,300

68” 5’-3” 4’-9” 4’-3” 3’-10” 3’-4” 2’-11” 2’-5” 8,000

7′-5″ 6′-11″ 6’-5” 6’-0” 5’-6” 5’-1” 4’-6” 11,300

30” 4’-9” 4’-4” 3’-11” 3’-0” 1’-11” – – 8,000

6′-3″ 5’-0” 4’-1” 3’-0” 1’-11” – – 11,300

237 psf 14”

50” 4’-9” 4’-4” 3’-11” 3’-6” 3’-1” 2’-11” 2’-5” 8,000

6’-9” 6’-4” 5’-10” 5’-5” 5’-0” 4’-0” 3’-6” 11,300

68” 4’-9” 4’-4” 3’-11” 3’-6” 3’-1” 2’-8” 2’-3” 8,000

6’-9” 6’-4” 5’-10” 5’-5” 5’-0” 4’-7” 4’-0” 11,300

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for live loads, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services Department for

assistance in determining applied loads and spacing.

Call 708-493-9569Wall Plate Spacing Tables

Wall Plate Spacing Tables

Wall Plate Spacing with Bridge Overhang Bracket. ………………………………………………….66

Wall Plate Spacing with Bridge Overhang Bracket (Modified). …………………………………..69

Wall Plate Spacing with Bridge Overhang Bracket (Junior). ………………………………………70

The Wall Plate Assembly is an adjustable attachment plate that is fastened to a 3/4” insert (Coil or NC type)

that has been cast into a concrete wall or precast bridge beam. The Bridge Overhang Bracket is then bolted

through the sleeve of the Wall Plate Assembly to support the formwork.

The serrated face of the plate and washer provides the height adjustment when fastening the Wall Plate

Assembly to the 3/4” insert. Unbolting the Bridge Overhang Bracket from the Wall Plate Assembly, then

removing the Wall Plate Assembly, simplifies stripping and removal.

The tables shown on the following pages indicate the maximum Wall Plate and Bridge Overhang Bracket

spacing for various slab thicknesses and screed loads, the type of insert and bracket required, and the proper

bracket dimensions needed to safely obtain the spacings listed.

Wall Plate Assembly

Insert (NC or Coil)

Wall Plate Assembly

includes plate and washer.

Bridge Overhang Bracket

Product specifications subject to change without notice.

www.surebuilt-usa.com 61Wall Plate Spacing Tables

Wall Plate Assembly Spacing with Bridge Overhang Bracket (Standard and Deep)

for Concrete Walls with 3/4”x6” Coil Loop Insert and 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs)

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

130 psf 6” 30” to 70” 8’-0” 7’-0” 6’-3” 5’-9” 5’-0” 4’-6” 4’-0” 3’-0”

157 psf 8” 30” to 70” 8’-0” 6’-3” 5’-6” 5’-0” 4’-6” 4’-0” 3’-6” 2’-9”

184 psf 10” 30” to 70” 7’-6” 5’-6” 5’-0” 4’-6” 4’-0” 3’-6” 3’-0” 2’-6”

210 psf 12″ 30” to 70” 6′-9″ 5’-0” 4’-6” 4’-0” 3’-6” 3’-0” 2’-6” 2’-0”

237 psf 14” 30” to 70” 6′-0″ 4′-3″ 4’-0” 3’-6” 3’-3” 2’-9” 2’-3” 2’-0”

264 psf 16” 30” to 70” 5′-6” 4′-0″ 3′-6″ 3’-3” 2’-9” 2’-6” 2’-3” 1’-9”

290 psf 18” 30” to 70” 5′-0″ 3’-6” 3’-3” 3’-0” 2’-6” 2’-3” 2’-0” 1’-6”

317 psf 20” 30” to 70” 4′-6″ 3′-3″ 3’-0” 2’-9” 2’-6” 2’-0” 1’-9” 1’-6”

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

1’ to 2’ Overhang

3/4” x 6”

Straight

Coil Loop

Insert

Call 708-493-9569Wall Plate Spacing Tables

Wall Plate Assembly Spacing with Bridge Overhang Bracket (Standard and Deep)

for Concrete Walls with 3/4”x6” Coil Loop Insert and 2’-0” to 3’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs)

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

30” 5’-6” 2’-9” 2’-0” 1’-3” — — — —

40” 6’-9” 4’-6” 4’-0” 3’-3” 2’-9” 2’-3” 1’-6” 1’-0”

130 psf 6”

50” to 70” 6’-9” 5’-0” 4’-6” 4’-0” 3’-6” 3’-0” 2’-6” 2’-0”

30” 5′-0″ 2’-6” 2’-0” 1’-3” — — — —

157 psf 8″

40” 5′-9″ 4′-0″ 3’-6” 3’-0” 2’-6” 2’-0” 1’-6” 1’-0”

50” to 70” 5′-9” 4′-3″ 4′-0″ 3’-6” 3’-3” 2’-9” 2’-3” 1’-9”

30” 4′-6″ 2’-3” 1’-9” 1’-0” — — — —

184 psf 10”

40” 5′-3″ 3′-9″ 3’-3” 2’-9” 2’-3” 1’-9” 1’-3” —

50” to 70” 5′-3″ 3′-9″ 3′-6″ 3’-3” 2’-9” 2’-6” 2’-0” 1’-6”

30” 4′-0″ 2’-0” 1’-6” 1’-0” — — — —

210 psf 12”

40” 4′-9″ 3’-3″ 3’-0” 2’-6” 2’-0” 1’-9” 1’-3” —

50” to 70” 4′-9″ 3′-6″ 3′-3″ 3’-0” 2’-6” 2’-3” 2’-0” 1’-6”

30” 3′-9″ 1’-9” 1’-3” — — — — —

237 psf 14”

40” 4′-3″ 3′-0″ 2’-9” 2’-3” 2’-0” 1’-6” 1’-0” —

50” to 70” 4′-3″ 3′-3″ 3′-0″ 2’-6” 2’-3” 2’-0” 1’-9” 1’-3”

30” 3′-3″ 1’-6” 1’-3” — — — — —

264 psf 16”

40” 4′-0″ 2’-9” 2’-6” 2’-3” 1’-9” 1’-6” 1’-0” —

50” to 70” 4′-0″ 3′-0″ 2’-9” 2’-6” 2’-3” 2’-0” 1’-6” 1’-3”

30” 2′-9″ 1’-3” 1’-0” — — — — —

290 psf 18”

40” 3′-6″ 2’-6” 2’-3” 2’-0” 1’-9” 1’-3” 1’-0” —

50” to 70” 3′-6″ 2′-9″ 2’-6” 2’-3” 2’-0” 1’-9” 1’-6” 1’-3”

30” 2′-6″ 1’-3” 1’-0” — — — — —

317 psf 20”

40” 3′-3″ 2’-3” 2’-0” 1’-9” 1’-6” 1’-3” — —

50” to 70” 3′-3″ 2′-6″ 2’-3” 2’-0” 1’-9” 1’-6” 1’-3” 1’-0”

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

2’ to 3’ Overhang

3/4” x 6”

Straight

Coil Loop

Insert

www.surebuilt-usa.com 63Wall Plate Spacing Tables

Wall Plate Assembly Spacing with Bridge Overhang Bracket (Standard and Deep)

for Concrete Walls with 3/4”x6” Coil Loop Insert and 3’-0” to 4’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs)

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

30” 4’-0” 1’-0” — — — — — —

40” 5’-6” 3’-0” 2’-6” 1’-9” 1’-3” — — —

130 psf 6”

50” to 70” 5’-9” 3’-9” 3’-3” 2’-6” 2’-0” 1’-3” — —

30” 3′-6″ — — — — — — —

157 psf 8″

40” 4′-9″ 2′-9″ 2’-0” 1’-6” 1’-0” — — —

50” to 70” 5′-0” 3′-3″ 2′-9″ 2’-3” 1’-9” 1’-3” — —

30” 3′-3″ — — — — — — —

184 psf 10”

40” 4′-3″ 2′-3″ 1’-9” 1’-3” — — — —

50” to 70” 4′-6″ 3′-0″ 2′-6″ 2’-0” 1’-6” 1’-0” — —

30” 2′-9″ — — — — — — —

210 psf 12”

40” 3′-9″ 2’-0″ 1’-9” 1’-3” — — — —

50” to 70” 4′-0″ 2′-9″ 2′-3″ 1’-9” 1’-3” 1’-0” — —

30” 2′-6″ — — — — — — —

237 psf 14”

40” 3′-6″ 2′-0″ 1’-6” 1’-0” — — — —

50” to 70” 3′-6″ 2′-6″ 2′-0″ 1’-6” 1’-3” — — —

30” 2′-3″ — — — — — — —

264 psf 16”

40” 3′-0″ 1’-9” 1’-3” 1’-0” — — — —

50” to 70” 3′-3″ 2′-3″ 1’-9” 1’-6” 1’-0” — — —

30” 2′-0″ — — — — — — —

290 psf 18”

40” 2′-9″ 1’-6” 1’-3” — — — — —

50” to 70” 3′-0″ 2′-0″ 1’-9” 1’-3” 1’-0” — — —

30” 1′-9″ — — — — — — —

317 psf 20”

40” 2′-6″ 1’-6” 1’-0” — — — — —

50” to 70” 2′-9″ 1′-9″ 1’-6” 1’-3” 1’-0” — — —

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

5’ 6-1/4” Max

3’ to 4’ Overhang

3/4” x 6”

Straight

Coil Loop

Insert

Call 708-493-9569Wall Plate Spacing Tables

Wall Plate Assembly Spacing with Bridge Overhang Bracket (Modified)

for Concrete Walls with 3/4”x6” Coil Loop Insert and 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs)

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

14” 3’-6” — — — — — — —

20” 6’-9” 3’-0” 2’-0” 1’-3” — — — —

130 psf 6”

26” 8’-0” 6’-3” 5’-6” 5’-0” 4’-3” 3’-6” 2’-9” 1’-9”

14” 3′-3″ — — — — — — —

157 psf 8″

20” 6′-0″ 2′-9″ 1’-9” 1’-0” — — — —

26” 8′-0” 5′-6″ 5′-0″ 4’-3” 3’-9” 3’-3” 2’-6” 1’-6”

14” 2′-9″ — — — — — — —

184 psf 10”

20” 5′-3″ 2′-3″ 1’-6” 1’-0” — — — —

26” 7′-0″ 5′-0″ 4′-6″ 4’-0” 3’-6” 2’-9” 2’-0” 1’-3”

14” 2′-6″ — — — — — — —

210 psf 12”

20” 4′-6″ 2’-0″ 1’-6” — — — — —

26” 6′-3″ 4′-6″ 4′-0″ 3’-6” 3’-0” 2’-3” 1’-9” 1’-0”

14” 2′-3″ — — — — — — —

237 psf 14”

20” 4′-0″ 1′-9″ 1’-3” — — — — —

26” 5′-9″ 4′-0″ 3′-6″ 3’-0” 2’-6” 2’-0” 1’-6” 1’-0”

14” 2′-0″ — — — — — — —

264 psf 16”

20” 3′-6″ 1’-6” 1’-0” — — — — —

26” 5′-3″ 3′-6″ 3’-0” 2’-6” 2’-0” 1’-9” 1’-3” —

14” 1′-9″ — — — — — — —

290 psf 18”

20” 3′-0″ 1’-3” — — — — — —

26” 4′-6″ 3′-0″ 2’-6” 2’-3” 1’-9” 1’-3” — —

14” 1′-6″ — — — — — — —

317 psf 20”

20” 2′-6″ 1’-0” — — — — —

26” 3′-9″ 2′-6″ 2’-3” 1’-9” 1’-0” 1’-3” — —

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

3’-10” Max

1’ to 2’ Overhang

3/4” x 6”

Straight

Coil Loop

Insert

www.surebuilt-usa.com 65Wall Plate Spacing Tables

Wall Plate Assembly Spacing with Bridge Overhang Bracket (Junior)

for Concrete Walls with 3/4”x6” Coil Loop Insert and 1’-0” to 2’-0” Overhang

Design

Load Slab D Screed Load per Bracket (lbs)

0 1,000 1,250 1,500 1,750 2,000 2,250 2,500

16” 5’-0” 1’-0” — — — — — —

22” 7’-6” 4’-0” 3’-0” 2’-3” 1’-3” — — —

130 psf 6”

28” 8’-0” 4’-9” 4’-0” 3’-0” 2’-3” 1’-3” — —

16” 4′-6″ 1’-0” — — — — — —

157 psf 8″

22” 6′-9″ 3′-6″ 2’-9” 2’-0” 1’-3” — — —

28” 7′-6” 4′-6″ 3′-6″ 2’-9” 2’-0” 1’-3” — —

16” 4′-0″ — — — — — — —

184 psf 10”

22” 6′-0″ 3′-3″ 2’-6” 1’-9” 1’-0” — — —

28” 6′-9″ 4′-0″ 3′-3″ 2’-6” 1’-9” 1’-0” — —

16” 3′-6″ — — — — — — —

210 psf 12”

22” 5′-6″ 3’-0″ 2’-9” 1’-6” 1’-0” — — —

28” 6′-3″ 3′-6″ 3′-0″ 2’-3” 1’-9” 1’-0” — —

16” 3′-0″ — — — — — — —

237 psf 14”

22” 5′-0″ 2′-9″ 2’-0” 1’-6” — — — —

28” 5′-9″ 3′-3″ 2′-9″ 2’-0” 1’-6” 1’-0” — —

16” 2′-6″ — — — — — — —

264 psf 16”

22” 4′-3″ 2’-3” 1’-9” 1’-3” — — — —

28” 5′-0″ 3′-0″ 2’-6” 1’-9” 1’-3” — — —

16” 2′-3″ — — — — — — —

290 psf 18”

22” 3′-6″ 2’-0” 1’-6” 1’-0” — — — —

28” 4′-9″ 2′-9″ 2’-3” 1’-9” 1’-3” — — —

16” 2′-0″ — — — — — — —

317 psf 20”

22” 3′-0″ 1’-6” 1’-3” — — — —

28” 4′-3″ 2′-6″ 2’-0” 1’-6” 1’-0” — — —

Notes:

1. Design load calculations include 160 pcf for concrete

and formwork, plus 50 psf for workers, equipment and

materials, plus 50 psf for walkway area, plus 75 plf for

outside edge of overhang.

2. Always confirm that overhang form lumber completely

spans the selected spacing.

3. Contact SureBuilt Technical Services for assistance in

determining applied loads and spacing.

33” Max

1’ to 2’ Overhang

3/4” x 6”

Straight

Coil Loop

Insert

(Shown with

Extender)

Call 708-493-9569Joist Spacing

Joist Spacing

The spacing of the joists supporting the plywood formwork, is a function of the type and thickness of plywood.

The number of joists supporting each piece of plywood and the direction of the plywood face grain in relation to

the joists, determines the center-to-center joist spacing.

Joist centers have been calculated using standard engineering principles that determine the maximum joist

spacing based on plywood bending, deflection and rolling shear (in the plane of the plywood plies). Once the

centers have been calculated, the safe joist spacing is arranged in tables.

For concrete formwork, virtually any exterior plywood can be used, as all exterior plywood is produced using

waterproof glue. However, the plywood industry produces special plywood called Plyform®, created especially

for use as concrete formwork. (Plyform is a proprietary product name and is used for specific products, which

bear the trademark of the APA – The Engineered Wood Association.)

The section properties and allowable stresses shown below, were used to develop the safe joist spacing charts

using information taken from the Concrete Forming Design/Construction Guide (2004) published by the APA –

The Engineered Wood Association.

•

Modulus of elasticity = E = 1,430,000 psi

•

Allowable bending stress = Fb = 1,330 psi

•

Allowable rolling shear stress = Fs = 72 psi

The spacing listed in the charts may be followed when using Plyform Class I, Class II or Structural I or

equivalent plywood. For additional information on plywood contact APA – The Engineered Wood Association.

Plyform Face

Grain Direction

Plyform Face

Grain Direction

Plyform Used in Strong Direction

(Face Grains Runs Perpendicular to Joists)

Plyform Used in Weak Direction

(Face Grain Runs Parallel with Joists)

www.surebuilt-usa.com 67Joist Spacing

Determine concrete thickness, the desired face grain direction and plyform thickness. The maximum safe joist

centers will be where the “Concrete Thickness” row intersects with the “Plyform Thickness” column. A plyform

section will bend and deflect less when supported by 4 or more joists than rather than 2 or 3 joists.

Plyform

Joist

Spacing

Joist

Spacing

Joist

Spacing

Joist

Spacing

Plyform Supported by 4 or more Joists

Plyform Supported by 2 or 3 Joists

Joist Spacing for Plyform Supported by 4 or more Joists*

Concrete

Thickness

Design

Load

Face Grain

Perpendicular to Joists

(Strong Direction)

Face Grain

Parallel with Joists

(Weak Direction)

5/8” 23/32” 3/4” 5/8” 23/32” 3/4”

6” 130.0 psf 19” 21” 22” 14” 15” 17”

8” 156.7 psf 18” 20” 20” 13” 14” 16”

10’’ 183.3 psf 17’’ 19’’ 19’’ 12’’ 14’’ 15’’

12’’ 210.0 psf 16’’ 18’’ 18’’ 11’’ 13’’ 14’’

14’’ 236.7 psf 15’’ 17’’ 17’’ 11’’ 13’’ 14’’

16’’ 263.3 psf 14’’ 16’’ 16’’ 10’’ 12’’ 13’’

18’’ 290.0 psf 14’’ 15’’ 16’’ 10’’ 11’’ 13’’

20’’ 316.7 psf 13’’ 14’’ 15’’ 9’’ 11’’ 12’’

* Deflection is limited to 1/360 of span but no more than 1/16”.

Joist Spacing for Plyform Supported by 2 or 3 Joists*

Concrete

Thickness

Design

Load

Face Grain Runs

Perpendicular to Joists

(Strong Direction)

Face Grain Runs

Parallel with Joists

(Weak Direction)

5/8” 23/32” 3/4” 5/8” 23/32” 3/4”

6” 130.0 psf 15’’ 17’’ 18’’ 13’’ 12’’ 14’’

8” 156.7 psf 14’’ 16’’ 16’’ 12’’ 12’’ 13’’

10’’ 183.3 psf 14’’ 15’’ 16’’ 11’’ 11’’ 12’’

12’’ 210.0 psf 13’’ 14’’ 15’’ 10’’ 11’’ 11’’

14’’ 236.7 psf 12’’ 14’’ 14’’ 9’’ 10’’ 11’’

16’’ 263.3 psf 12’’ 13’’ 14’’ 9’’ 10’’ 11’’

18’’ 290.0 psf 12’’ 13’’ 13’’ 9’’ 9’’ 10’’

20’’ 316.7 psf 11’’ 13’ 13’’ 8’’ 9’’ 10’’

* Deflection is limited to 1/360 of span but no more than 1/16”.

Call 708-493-9569Ledger Spacing

Ledger Spacing

The center-to-center spacing of ledgers used to support joists, is a function of the species, grade and size of

joist lumber selected for use, as well as the joist centers and number of ledgers used in supporting each length

of joist.

Nominal lumber sizes are used in the joist and ledger descriptions, but calculations are based on lumber

finished on all four sides (S4S). Ledger centers are calculated by checking bending, deflection and horizontal

shear. Once the ledger centers are determined, the joist centers and ledger spacing are arranged in tables.

The adjusted stresses are used in all joist and ledger calculations and are based on the use of Southern Pine,

Grade #2 or equivalent strength lumber:

•

E = Modulus of elasticity = 1,400,000 psi

•

Fb = Allowable bending stress varies with size of joist and ledgers = 1,625 psi for 2×4,

1,440 psi for 2×6, 1,310 psi for 2×8, 1,192 psi for 2×10, 1,083 psi for 2×12,

1,790 psi for 4×2, 1,625 psi for 4×4 and 1,650 psi for 6×2.

•

s = Allowable shear stress = 225 psi (which assumes no splits or shakes in the lumber).

This data is taken from the ANSI/AF&PA NDS-2005 National Design Specification for Wood Construction

(NDS) its Commentary and Supplement: Design Values for Wood Construction. This design information is

available from American Forest & Paper Association.

The maximum spacing between double ledgers should no more than 1/4” greater than the nominal diameter of

the coil bolt or coil rod being used. When more space is allowed between the ledgers, the ledgers may crush or

the flat washers may deflect/bend causing the formwork to fail.

Maximum of Coil

Bolt Diameter + 1/4”

www.surebuilt-usa.com 69Ledger Spacing

Determine joist centers, concrete thickness and joist size. The maximum safe ledger spacing is where the

“Concrete Thickness” row intersects with the “Joist Size” column. Ledgers spaced greater than 96” on center

are not recommended because of the reduction in formwork redundancy that may occur.

Joist

Ledger

Center

Maximum Ledger Center* – Single Span Joist

Joist

Centers

Concrete

Thickness

2×4

Joist

2×6

Joist

2×8

Joist

4×2

Joist

4×4

Joist

6×2

Joist

6’’ 63’’ 90’’ 110’’ 36’’ 79’’ 42’’

8’’ 59’’ 86’’ 105’’ 34’’ 75’’ 39’’

10’’ 56’ 80’’ 101’’ 32’’ 72’’ 37’’

12’’ 53’’ 75’’ 98’’ 30’’ 70’’ 35’’

9-5/8”

14’’ 50’’ 71’’ 93’’ 29’’ 69’’ 34’’

16’’ 48’’ 67’’ 89’’ 28’’ 66’’ 33’’

18’’ 45’’ 64’’ 84’’ 27’’ 64’’ 32’’

20’’ 43’’ 61’’ 81’’ 26’’ 62’’ 31’’

6’’ 58’’ 85’’ 104’’ 33’’ 75’’ 39’’

8’’ 56’’ 78’’ 100’’ 31’’ 71’’ 36’’

10’’ 51’’ 73’’ 95’’ 30’’ 69’’ 34’’

12’’ 48’’ 67’’ 89’’ 28’’ 66’’ 33’’

12”

14’’ 45’’ 63’’ 84’’ 27’’ 63’’ 32’’

16’’ 43’’ 60’’ 79’’ 26’’ 61’’ 30’’

18’’ 41’’ 57’’ 76’’ 25’’ 59’’ 29’’

20’’ 39’’ 55’’ 72’’ 24’’ 58’’ 28’’

6” 53” 74” 97” 30” 70” 27”

8” 48” 67” 89” 28” 66” 26”

10” 44” 62” 82” 27” 63” 25”

12” 41” 58” 77” 26” 60” 31”

16”

14” 39” 55” 72” 25” 58” 29”

16” 37” 52” 69” 24” 56” 27”

18” 35” 50” 65” 23” 54” 26”

20” 34” 47” 63” 22” 51” 25”

6” 43” 60” 80” 26” 61” 31”

8” 39” 55” 73” 25” 58” 29”

10” 36” 51” 67” 23” 55” 27”

12” 34” 48” 63” 22” 52” 26”

24”

14” 32” 45” 59” 21” 49” 25”

16” 30” 43” 56” 20” 46” 24”

18” 29” 41” 53” 19” 44” 23”

20” 27” 39” 51” 18” 42” 22”

* Maximum deflection is clear span / 270 or no more than 1/4”

Call 708-493-9569Ledger Spacing

Determine joist centers, concrete thickness and joist size. The maximum safe ledger spacing is where the

“Concrete Thickness” row intersects with the “Joist Size” column. Ledgers spaced greater than 96” on center

are not recommended because of the reduction in formwork redundancy that may occur.

Joist

Ledger

Center

Maximum Ledger Center* – Three or More Span Joist

Joist

Centers

Concrete

Thickness

2×4

Joist

2×6

Joist

2×8

Joist

4×2

Joist

4×4

Joist

6×2

Joist

6’’ 75’’ 105’’ 129’’ 44’’ 93’’ 51’’

8’’ 59’’ 86’’ 105’’ 34’’ 75’’ 39’’

10’’ 56’’ 82’’ 101’’ 32’’ 72’’ 37’’

12’’ 53’’ 79’’ 98’’ 30’’ 70’’ 35’’

9-5/8”

14’’ 50’’ 74’’ 93’’ 29’’ 68’’ 34’’

16’’ 48’’ 70’’ 88’’ 28’’ 66’’ 33’’

18’’ 45’’ 67’’ 84’’ 27’’ 64’’ 32’’

20’’ 43’’ 64’’ 81’’ 26’’ 62’’ 31’’

6’’ 68’’ 99’’ 79’’ 41’’ 88’’ 46’’

8’’ 55’’ 81’’ 76’’ 31’’ 71’’ 36’’

10’’ 51’’ 76’’ 72’’ 30’’ 69’’ 34’’

12’’ 48’’ 71’’ 109’’ 28’’ 66’’ 33’’

12”

14’’ 45’’ 66’’ 89’’ 27’’ 63’’ 32’’

16’’ 43’’ 63’’ 82’’ 26’’ 61’’ 30’’

18’’ 41’’ 60’’ 77’’ 25’’ 59’’ 29’’

20’’ 39’’ 57’’ 72’’ 24’’ 58’’ 28’’

6’’ 59’’ 87’’ 109’’ 37’’ 81’’ 43’’

8’’ 48’’ 71’’ 89’’ 28’’ 66’’ 33’’

10’’ 44’’ 65’’ 82’’ 27’’ 63’’ 31’’

12’’ 41’’ 61’’ 77’’ 26’’ 60’’ 30’’

16”

14’’ 39’’ 58’’ 72’’ 25’’ 58’’ 29’’

16’’ 37’’ 55’’ 69’’ 24’’ 56’’ 28’’

18’’ 35’’ 52’’ 65’’ 23’’ 54’’ 27’’

20’’ 34’’ 50’’ 63’’ 22’’ 51’’ 26’’

6’’ 45’’ 71’’ 89’’ 32’’ 73’’ 37’’

8’’ 39’’ 58’’ 73’’ 25’’ 58’’ 29’’

10’’ 36’’ 53’’ 67’’ 23’’ 55’’ 27’’

12’’ 34’’ 50’’ 63’’ 22’’ 52’’ 26’’

24”

14’’ 32’’ 47’’ 59’’ 21’’ 49’’ 25’’

16’’ 30’’ 45’’ 56’’ 20’’ 46’’ 23’’

18’’ 29’’ 42’’ 53’’ 19’’ 44’’ 22’’

20’’ 27’’ 41’’ 51’’ 18’’ 42’’ 21’’

* Maximum deflection is clear span / 270 or no more than 1/4”

www.surebuilt-usa.com 71Ledger Spacing

Determine ledger centers, concrete thickness and ledger size. The maximum safe hanger bolt spacing is

where the “Concrete Thickness” row intersects with the “Ledger Size” column.

Clear Span Between

Hanger Bolts

Double

Ledgers

Maximum Ledger Center* – Hanger Bolt

Ledger

Centers

Concrete

Thickness

Double

2×4 Ledger

Double

2×6 Ledger

Double

2×8 Ledger

Double

2×10 Ledger

Double

2×12 Ledger

6’’ 58’’ 85’’ 104’’ 125’’ 145’’

8’’ 55’’ 81’’ 100’’ 120’’ 133’’

10’’ 51’’ 76’’ 95’’ 115’’ 133’’

12’’ 48’’ 71’’ 89’’ 108’’ 125’’

24”

14’’ 45’’ 66’’ 84’’ 102’’ 118’’

16’’ 43’’ 63’’ 79’’ 96’’ 112’’

18’’ 41’’ 60’’ 76’’ 92’’ 107’’

20’’ 39’’ 57’’ 72’’ 88’’ 102’’

6’’ 56’’ 82’’ 101’’ 121’’ 140’’

8’’ 52’’ 77’’ 96’’ 116’’ 134’’

10’’ 48’’ 71’’ 89’’ 108’’ 125’’

12’’ 45’’ 66’’ 83’’ 101’’ 117’’

27-3/8”

14’’ 42’’ 62’’ 78’’ 95’’ 110’’

16’’ 40’’ 59’’ 74’’ 90’’ 105’’

18’’ 38’’ 56’’ 71’’ 86’’ 100’’

20’’ 36’’ 54’’ 68’’ 82’’ 95’’

6’’ 53’’ 78’’ 97’’ 117’’ 135’’

8’’ 48’’ 71’’ 89’’ 108’’ 126’’

10’’ 44’’ 65’’ 82’’ 100’’ 116’’

12’’ 41’’ 61’’ 77’’ 94’’ 108’’

32”

14’’ 39’’ 58’’ 72’’ 88’’ 102’’

16’’ 37’’ 55’’ 69’’ 84’’ 97’’

18’’ 35’’ 52’’ 65’’ 80’’ 92’’

20’’ 34’’ 50’’ 63’’ 76’’ 88’’

6’’ 48’’ 71’’ 89’’ 109’’ 126’’

8’’ 44’’ 65’’ 81’’ 99’’ 115’’

10’’ 40’’ 60’’ 75’’ 91’’ 106’’

12’’ 38’’ 56’’ 70’’ 85’’ 99’’

38-3/8”

14’’ 36’’ 53’’ 66’’ 80’’ 93’’

16’’ 34’’ 50’’ 63’’ 76’’ 88’’

18’’ 32’’ 47’’ 60’’ 73’’ 84’’

20’’ 31’’ 45’’ 57’’ 70’’ 81’’

* Maximum deflection is clear span / 270 or no more than 1/4”

Call 708-493-9569Ledger Spacing

Maximum Ledger Center* – Hanger Bolt

Ledger

Centers

Concrete

Thickness

Double

2×4 Ledger

Double

2×6 Ledger

Double

2×8 Ledger

Double

2×10 Ledger

Double

2×12 Ledger

6’’ 43’’ 63’’ 80’’ 97’’ 113’’

8’’ 39’’ 58’’ 73’’ 88’’ 102’’

10’’ 36’’ 53’’ 67’’ 82’’ 95’’

12’’ 34’’ 50’’ 63’’ 76’’ 89’’

48”

14’’ 32’’ 47’’ 59’’ 72’’ 83’’

16’’ 30’’ 45’’ 56’’ 68’’ 79’’

18’’ 29’’ 42’’ 53’’ 65’’ 75’’

20’’ 27’’ 41’’ 51’’ 62’’ 72’’

6’’ 37’’ 55’’ 69’’ 84’’ 97’’

8’’ 34’’ 50’’ 63’’ 77’’ 89’’

10’’ 31’’ 46’’ 58’’ 71’’ 82’’

12’’ 29’’ 43’’ 54’’ 66’’ 77’’

64”

14’’ 28’’ 41’’ 51’’ 62’’ 72’’

16’’ 26’’ 39’’ 49’’ 59’’ 68’’

18’’ 25’’ 37’’ 46’’ 56’’ 65’’

20’’ 24’’ 35’’ 44’’ 54’’ 62’’

6’’ 30’’ 45’’ 56’’ 69’’ 80’’

8’’ 28’’ 41’’ 51’’ 63’’ 72’’

10’’ 26’’ 38’’ 47’’ 58’’ 67’’

12’’ 24’’ 35’’ 44’’ 54’’ 63’’

96”

14’’ 22’’ 33’’ 42’’ 51’’ 59’’

16’’ 21’’ 32’’ 40’’ 48’’ 56’’

18’’ 20’’ 30’’ 38’’ 46’’ 53’’

20’’ 19’’ 29’’ 36’’ 44’’ 51’’

* Maximum deflection is clear span / 270 or no more than 1/4”

www.surebuilt-usa.com 73Different Interior/ Exterior Hanger Spacing

Different Interior/Exterior Hanger Spacing

X/2

Centers

A B

Bridge

Overhang

Brackets

Exterior

Hangers

Special Set

of Ledgers

Double

Ledgers

Interior

Hangers

Exterior

Beam

Joists and Plywood Omitted For Clarity

Interior

Beam

“X”

Centers

Partial Plan View

BOB

Bracket

Bridge Overhang Brackets

and Exterior Hangers

at “X⁄2” Centers

Double 2X Ledgers

at “X” Centers

Special Set of

Ledgers Parallel

to Exterior Beam

Bolt Runs Through

Center of

Double 2X Ledger

Double 2X Ledgers

at “X” Centers

Bolt Runs Through

Center of

Double 2X Ledger

Bridge

Overhang

Bracket

Bridge

Overhang

Bracket

Section View – “A

Section View – “B”

Call 708-493-9569Welding Half Hangers

Welding Half Hangers

Half Hangers may be welded to steel beams or rebar stirrups, but preheating or other procedures may be

required for a sound weld. Contact a welding supply dealer to determine the required welding procedures.

Warning: Welding may alter the strut or rebar stirrup. Use the tables as a guide to determining the

approximate strength of the welded connection. Field tests should be performed to determine the actual safe

working load for each welded hanger condition.

Fillet Weld

Size H

Safe Working Load (SWL)

Per Linear Inch of Weld

1/8” 1,500 lbs

3/16” 2,300 lbs

1/4” 3,100 lbs

5/16” 3,900 lbs

3/8” 4,700 lbs

7/16” 5,500 lbs

Fillet weld on both

sides of strut wire

Steel Beam

Half Hanger

strut wire

Fillet weld on both

sides of strut wire

1/2” minimum

Section A

Note: Place half the required length of weld

on each side of the strut wire. Minimum

length of weld is 4h. The user should add 1⁄4”

to the weld length for starting and stopping

the arc. SWL provides a factor of safety of

approximately 2 to 1.

Rebar Stirrup

Flare-V-Groove

Weld

Rebar Stirrup

Half Hanger

Rebar Stirrup

Flare-V-Groove

Weld

Half Hanger

strut wire

1/8”

Section B

Rebar

Size

#4 #5 #6 L Weld

Length

1/2” 5/8” 3/4” Safe Working Load (SWL) per Weld

.375” Dia Strut (x=3/16” Min) Y

Min

1/4” 5/16” 3/8” Grade 40

Stirrup

1,350 lbs 1,700 lbs 2,050 lbs .440” Dia Strut (x=7/32” Min)

Grade 60

Stirrup

1,800 lbs 2,200 lbs 2,650 lbs Grade 40

Stirrup

1,600 lbs 2,000 lbs 2,400 lbs Grade 60

Stirrup

2,100 lbs

2,600 lbs

3,100 lbs

Note: Values are based on the use of E70 series electrodes for welding to Grade 40

stirrups and E90 series Electrodes for Grade 60 stirrups. SWL provides a factor of

safety of approximately 2 to 1.

www.surebuilt-usa.com 75Bar Support

Slab Bolster

Slab Bolster Upper

Individual High Chair

Continuous High Chair

Continuous High Chair Upper

Beam Bolster

Bridge Deck Forming

Bridge Overhang Bracket

HD Bridge Overhang Bracket

Curing Blankets

Exterior Hangers

Exterior Half Hangers

Interior Hangers

Interior Half Hanger

Adjustable Joist Hanger

Coil Rod

1/2”, 3/4”, 1” Coil Rod

1-1/4” Coil Rod

15mm, 20mm Coil Rod

Coil Ties

1/2”, 3/4”, 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

Form Ties

HD Loop Ties

HD Gang Loop Ties

Line Card

Form Ties

X-Flat Ties

Base Ties

Aluminum Form Ties

Heavy Forming

SOLO Clamp Form 1500PSF

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

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

Stud Rail

Thermal Break

SurePly™ Handset Forming

Panels and Fillers

Hardware

HD Loop Ties

X-Flat Ties

Birch Plywood

Renovation

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

American Made Products You Can Count On – From One of 9 Surebuilt U.S.A. Factories – Call Right Now!

2525 Armitage Ave

Melrose Park, IL 60160

708-493-9569

www.surebuilt-usa.com

03/26

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