Submittal / Substitution Request ©2011 SIMPSON STRONG-TIE COMPANY INC. Table of Contents Simpson Strong-Tie®r ® Technical Information t 2

Submittal / Substitution Request

SUBMITTED TO:

To: ______________________________________________________________________________

Firm: ____________________________________________________________________________

Project: __________________________________________________________________________

Submitted Product: SIMPSON STRONG-TIE® BLUE BANGER HANGER® ROD HANGING SYSTEM

Specified Product: __________________________________________________________________

Section: ________________ Page: _______________ Detail/Sheet No.: ______________________

Description of Application: ____________________________________________________________

________________________________________________________________________________

________________________________________________________________________________

________________________________________________________________________________

________________________________________________________________________________

Attached information includes product description, installation instructions and pertinent technical data needed for evaluation of the submittal request.

SUBMITTED BY:

Name: ____________________________________ Signature: _____________________________

Firm: ____________________________________________________________________________

Address: _________________________________________________________________________

_________________________________________________________________________

Phone: ____________________________________ Fax: __________________________________

E-Mail: ___________________________________________________________________________

Date of Submittal: ___________________________

FOR ARCHITECT/ENGINEER USE:

Approved: ______ Approved As Noted: ______ Not Approved: ______

(Please briefly explain why not approved)

_________________________________________________________________________________

_________________________________________________________________________________

_________________________________________________________________________________

By: _______________________________________ Date: _________________________________

Remarks: _________________________________________________________________________

_________________________________________________________________________________

_________________________________________________________________________________

_________________________________________________________________________________

_________________________________________________________________________________

_________________________________________________________________________________

©2011 SIMPSON STRONG-TIE COMPANY INC. T-SAS-BBHSUB11 4/11 Exp. 6/12 1

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Table of Contents

Simpson Strong-Tie® Blue Banger Hanger® Technical Information

Mechanical Anchors Material Safety Data Sheet

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nchors

3/4" 5/8" 1/2" 3/8" 1/4"

Blue Banger Hanger® internally-threaded inserts are cast into the underside of the concrete deck after being fastened to the top of wood forms or metal deck. Once the concrete has cured, the anchor provides an attachment point for threaded rod used to hang electrical, mechanical and plumbing utilities. The Blue Banger Hanger insert is the only pre-pour insert to offer the patented multi-thread design which allows one size insert to handle multiple diameters of threaded rod.

FEATURES:

•Quickandeasyinstallationsavestimeand money- no assembly required.

•Patentedmulti-threaddesignallowseach hanger to accept multiple diameters of threaded rod. Three sizes of hangers can handle all applications, reducing contractor and distributor inventories.

•Multi-threaddesignallowsthreadedrod size to be changed after the anchor is in the concrete.

•Machinedsteelinsertwithlargelanged head provides high tension and shear loads for overhead attachments.

•Positiveattachmenttoformkeepsthe hanger vertical and in the correct position.

•Internalthreadseliminatethecostof rod couplers.

•TheheadisstampedwiththeSimpsonStrong-Tie® "≠" sign for easy identification before the concrete pour.

MATERIAL: Carbon steel

FINISH: Yellow-zinc dichromate

CODES: Factory Mutual 3024378 (except roof deck insert);

Underwriters Laboratories File EX3605 (except roof deck insert); See pipe size limit tables.

Patented multi-thread design

allows one product to handle

up to three rod diameters.

Blue Banger Hanger® Roof Deck Insert (BBRD)

U.S. Patent 6,240,697B1

DRILL EXTENSIONS:

Drill extensions allow holes to be drilled for Blue Banger Hanger® insert installation without having to repeatedly bend down. An ideal way to save installation time and reduce worker fatigue. Available for use with hole saws and step drills.

Step Drill Bit Extension (bit not included)

Hole Saw Bit Extension (bit not included)

Blue Banger Hanger® Metal Deck Insert (BBMD)

U.S. Patent 6,240,697B1

Blue Banger Hanger® Wood Form Insert (BBWF)

U.S. Patent 6,240,697B1

Multiple rod diameters are easily accommodated with the Blue Banger Hanger®.

Hanger Type

For Rod Diameter

(in.)

Deck Hole Diameter

(in.)

Model No.

Carton Qty.

Metal Deck Insert

¹⁄₄, ³⁄₈, ¹⁄₂ ¹³⁄₁₆-⁷⁄₈ BBMD2550 100

³⁄₈, ¹⁄₂, ⁵⁄₈ 1¹⁄₈-1³⁄₁₆ BBMD3762 50

⁵⁄₈, ³⁄₄ 1³⁄₁₆-1¹⁄₄ BBMD6275 50

Roof Deck Insert ¹⁄₄, ³⁄₈, ¹⁄₂ ⁷⁄₈ BBRD2550 50

Wood Form Insert

¹⁄₄, ³⁄₈, ¹⁄₂

N/A

BBWF2550 200

³⁄₈, ¹⁄₂, ⁵⁄₈ BBWF3762 150

⁵⁄₈, ³⁄₄ BBWF6275 150

Blue Banger Hanger Product Data

Description Model No.

2' extension for use with hole saws

BBDEHS

2' extension for use with ³⁄₈" shank step drills

BBDE37

2' extension for use with ¹⁄₂" shank step drills

BBDE50

Hole saws and step drills not included.

Drill Extensions

BLUE BANGER HANGER®

Cast-In-Place, Internally-Threaded Inserts

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BLUE BANGER HANGER® - METAL DECK INSERT

FEATURES:

•3"plasticsleevekeepsinternalthreadsclean.

•Extendedlengthofthesleeveallowseasylocationoftheinsert even with fireproofing on the underside of the deck. Also provides guidance to align threaded rod with the internal threads.

•Installedheightof2"allowstheinserttobeusedontopof, or between, deck ribs.

•Compressionspringkeepstheinsertperpendiculartothedeck, even if it is bumped or stepped on after installation.

•Multi-threaddesign:Eachinsertaccepts2–3roddiameters.

INSTALLATION:

•Drillaholeinthemetaldeckusingtheappropriatediameterbit as referenced in the table.

•Insertthehangerintotheholeandstrikethetopsothatthe

plastic sleeve is forced through the hole and expands against the bottom side of the deck. The anchor can also be installed by stepping on it.

BLUE BANGER HANGER® - METAL ROOF DECK INSERT

FEATURES:

•Lowproiledesigndoesn'tinterferewithrooingmaterial

•Plasticsleeveallowsforeasyidentiicationandkeeps internal threads clean.

•Positiveattachmenttotheroofdeckpreventsspinning and keeps the hanger in position.

•Pre-stakedscrewsallowquickinstallation.

•Multi-threaddesign:Theinsertaccepts3roddiameters.

INSTALLATION:

•Drillaholeinthemetaldeckusingtheappropriate diameter bit as referenced in the table.

•Insertthehangerintotheholeandfastentothedeck with the two pre-staked, self-drilling sheet metal screws provided.

BLUE BANGER HANGER® - WOOD FORM INSERT

FEATURES:

•Blueplasticringactsasaninsertlocatorwhenforms are removed.

•Plasticringcreatesacountersunkrecesstokeepinternal threads clean from concrete residue.

•Nailssnapoffwiththeswipeofahammeraftertheforms are removed.

•Multi-threaddesign:Eachinsertaccepts2–3roddiameters.

INSTALLATION:

•Strikethetopofthehangeranddrivethe3mountingnails into the forming material until the bottom of the hanger is lushwiththeplywood.Thehangershouldbesitting90° perpendicular to the forming material.

•Onceconcreteishardened,andformsarestripped,strike the mounting nails to break them off.

Metal Deck Insert Installation Sequence

Metal Roof Deck Insert Installation Sequence

Wood Form Insert Installation Sequence


Cast-In-Place Internally Threaded Inserts

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Model No.

Drill Bit Dia. in.

Threaded Rod Dia. in.

Allowable Tension Load lbs. (kN)

1¹⁄₂" Deck 3" Deck

BBRD2550 ¹³⁄₁₆-⁷⁄₈

¹⁄₄150 (0.7)

300 (1.3)³⁄₈

¹⁄₂

1. Allowable load must be the lesser of the concrete or steel strength.2. The allowable loads based on concrete strength are based on a factor of safety of 4.0.3. Allowable loads may not be increased for short-term loading due to wind or seismic forces.4. Mechanical and plumbing design codes may prescribe lower allowable loads. Verify with local codes.5. Minimum concrete slab thickness = 2x embedment depth.

See notes below.

1. The allowable loads are based on a factor of safety of 4.0.2. Allowable loads may not be increased for short-term loading due to wind or seismic forces.3.Acceptabilityofdeckdelectionduetoimposedloads must be investigated separately.4. Threaded-rod strength must be investigated separately.5.Anchorsmaybeinstalledinthetoporbottomluteof the metal deck.6. Deck shall be 20-gauge minimum.

*

*

*

*

Model No.


Embed. Depth

in. (mm)

Min. Edge Dist. in.

(mm)

Min. Spacing

in. (mm)

Tension Load Based on Concrete Strength

Tension Load Based on Rod Strength

f'c ≥ 3000 psi (20.7 MPa) Concrete

A307 (SAE 1018)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Allowable lbs. (kN)

BBWF2550

¹⁄₄

2 (51)

7 (178)

8 (203)

6,820 (30.3)

1,705 (7.6)

940 (4.2)

See Notes Below

³⁄₈2,105 (9.4)

¹⁄₂3,750 (16.7)

BBWF3762

³⁄₈

2 (51)

7 (178)

8 (203)

7,360 (32.7)

1,840 (8.2)

2,105 (9.4)

¹⁄₂3,750 (16.7)

⁵⁄₈5,875 (26.1)

BBWF6275⁵⁄₈

2 (51)

7 (178)

8 (203)

7,420 (33.0)

1,855 (8.3)

5,875 (26.1)

³⁄₄8,460 (37.6)

Wood Form Insert: Tension Loads in Normal-Weight Concrete Roof Deck Insert: Tension Loads in Metal Deck

Model No.


Embed. Depth

in. (mm)

Min. Edge Dist. in.

(mm)

Min. Spacing

in. (mm)

Shear Load Based on Concrete Strength

Shear Load Based on Rod Strength


A307 (SAE 1018)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Allowable lbs. (kN)

BBWF2550 ¹⁄₂2

(51)7

(178)8

(203)8,750 (38.9)

2,185 (9.7)

1,930 (8.6)

See Notes Below

BBWF3762 ⁵⁄₈2

(51)7

(178)8

(203)10,700 (47.6)

2,675 (11.9)

3,025 (13.4)

BBWF6275 ³⁄₄2

(51)7

(178)8

(203)10,460 (46.5)

2,615 (11.6)

4,360 (19.4)

Wood Form Insert: Shear Loads in Normal-Weight Concrete

Model No.


Embed. Depth

in. (mm)

Min. Edge Dist. in.

(mm)

Min. Spacing

in. (mm)

Tension Load Based on Concrete Strength



A307 (SAE 1018)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Allowable lbs. (kN)

BBWF2550

¹⁄₄

2 (51)

7 (178)

8 (203)

4,280 (19.0)

1,070 (4.8)

940 (4.2)

³⁄₈2,105 (9.4)

¹⁄₂3,750 (16.7)

BBWF6275⁵⁄₈

2 (51)

7 (178)

8 (203)

4,400 (19.6)

1,100 (4.9)

5,875 (26.1)

³⁄₄8,460 (37.6)

Wood Form Insert: Tension Loads in Sand-Lightweight Concrete

Model No.


Embed. Depth

in. (mm)

Min. Edge Dist. in.

(mm)

Min. Spacing

in. (mm)

Shear Load Based on Concrete Strength



A307 (SAE 1018)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Allowable lbs. (kN)

BBWF2550 ¹⁄₂2

(51)7

(178)8

(203)8,600 (38.2)

2,150 (9.6)

1,930 (8.6)

BBWF6275 ³⁄₄2

(51)7

(178)8

(203)9,260 (41.2)

2,315 (10.3)

4,360 (19.4)

Wood Form Insert: Shear Loads in Sand-Lightweight Concrete

See table

Typical Roof Deck Insert Installation in Metal Deck

*See page 10 for an explanation of the load table icons



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Model No.

Drill Bit Dia. in.


Embed. Depth

in. (mm)

Min. Edge Dist. in.

(mm)

Min. Spacing

in. (mm)

Shear Load Based on Concrete Strength (Install in High Flute)

Shear Load Based on Concrete Strength (Install in Low Flute)




A307 (SAE 1018)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Allowable lbs. (kN)

BBMD2550 ¹³⁄₁₆-⁷⁄₈ ¹⁄₂2

(51)7¹⁄₂

(191)8

(203)9,720 (43.2)

2,430 (10.8)

2,790 (12.4)

700 (3.1)

1,930 (8.6)

BBMD3762 1¹⁄₈-1³⁄₈ ⁵⁄₈2

(51)7¹⁄₂

(191)8

(203)9,400 (41.8)

2,350 (10.4)

3,360 (14.9)

840 (3.7)

3,025 (13.4)

BBMD6275 1³⁄₁₆-1³⁄₈ ³⁄₄2

(51)7¹⁄₂

(191)8

(203)9,720 (43.2)

2,430 (10.8)

3,360 (14.9)

840 (3.7)

4,360 (19.4)

Metal Deck Insert: Shear Loads in Normal-Weight or Sand-Lightweight Concrete over Metal Deck

1. Allowable load must be the lesser of the concrete or rod strength.2. The allowable loads based on concrete strength are based on a factor of safety of 4.0.3. Allowable loads may not be increased for short-term loading due to wind or seismic forces.4. Anchors may be installed off-center in the flute, up to 1" from the edge of flute.5. Shear loads shall be applied flush with metal deck surface.6. Deck shall be 20-gauge minimum.7. Mechanical and plumbing design codes may prescribe lower allowable loads. Verify with local codes.

METAL

DECK

20 GA. MIN.

71⁄2"MIN.

41⁄2"MIN.

31⁄4"

3"

1" MIN.

Typical Metal Deck Installation

See notes below.

1. N/L = Not listed for this pipe size.1. N/L = Not listed for this pipe size.

*

*

Model No.

Drill Bit Dia. in.


Embed. Depth

in. (mm)

Min. Edge Dist. in.

(mm)

Min. Spacing

in. (mm)

Tension Load Based on Concrete Strength (Install in High Flute)

Tension Load Based on Concrete Strength (Install in Low Flute)




A307 (SAE 1018)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Allowable lbs. (kN)

BBMD2550 ¹³⁄₁₆-⁷⁄₈

¹⁄₄

2 (51)

7¹⁄₂ (191)

8 (203)

9,320 (41.5)

2,330 (10.4)

3,210 (14.3)

800 (3.6)

940 (4.2)

³⁄₈2,105 (9.4)

¹⁄₂3,750 (16.7)

BBMD3762 1¹⁄₈-1³⁄₈

³⁄₈

2 (51)

7¹⁄₂ (191)

8 (203)

10,540 (46.9)

2,635 (11.7)

3,440 (15.3)

860 (3.8)

2,105 (9.4)

¹⁄₂3,750 (16.7)

⁵⁄₈5,875 (26.1)

BBMD6275 1³⁄₁₆-1³⁄₈

⁵⁄₈2

(51)7¹⁄₂

(191)8

(203)12,360 (55.0)

3,090 (13.7)

3,445 (15.3)

860 (3.8)

5,875 (26.1)

³⁄₄8,460 (37.6)

Metal Deck Insert: Tension Loads in Normal-Weight or Sand-Lightweight Concrete over Metal Deck

Model No.

Rod Dia. in.

FM Max. Nominal

Pipe Size in.

UL Max. Nominal

Pipe Size in.

BBWF2550

¹⁄₄ N/L 4

³⁄₈ 4 4

¹⁄₂ 8 8

BBWF3762

³⁄₈ 4 4

¹⁄₂ 8 8

⁵⁄₈ N/L 8

BBWF6275⁵⁄₈

N/L³⁄₄

Wood Form Insert: Factory Mutual and Underwriters Laboratories Pipe Size Limits

Model No.

Rod Dia. in.

FM Max. Nominal Pipe Size UL Max. Nominal Pipe Size

Install in High Flute

in.

Install in Low Flute

in.

Install in High Flute

in.

Install in Low Flute

in.

BBMD2550

¹⁄₄ N/L N/L 4 4

³⁄₈ 4 4 4 4

¹⁄₂ 8 N/L 8 4

BBMD3762

³⁄₈ 4 4 4 4

¹⁄₂ 8 N/L 8 4

⁵⁄₈ N/L N/L 8 4

BBMD6275⁵⁄₈ 12 N/L 12 N/L

³⁄₄ 12 N/L 12 N/L

Metal Deck Insert: Factory Mutual and Underwriters Laboratories Pipe Size Limits





Anchoring and Fastening Systems for Concrete and Masonry Errata

41

Blue Banger Hanger®

Metal Deck Insert (BBMD)

U.S. Patent 6,240,697B1

Blue Banger Hanger® Cast-in-Place, Internally Threaded Inserts

From Page 159 of C-SAS-2009 Anchoring and Fastening Systems for Concrete and Masonry catalog. New code information has been added to the Blue Banger Hanger

Blue Banger Hanger® internally-threaded inserts are cast into the underside of the concrete deck after being fastened to the top of wood forms or metal deck. Once the concrete has cured, the anchor provides an attachment point for threaded rod used to hang electrical, mechanical and plumbing utilities. The Blue Banger Hanger insert is the only pre-pour insert to offer the patented multi-thread design which allows one size insert to handle multiple diameters of threaded rod.

FEATURES:

•Quick and easy installation saves time and money- no assembly required.

•Patented multi-thread design allows each hanger to accept multiple diameters of threaded rod. Three sizes of hangers can handle all applications, reducing contractor and distributor inventories.

•Multi-thread design allows threaded rod size to be changed after the anchor is in the concrete.

•Machined steel insert with large langed head provides high tension and shear loads for overhead attachments.

•Positive attachment to form keeps the hanger vertical and in the correct position.

• Internal threads eliminate the cost of rod couplers.

•The head is stamped with the Simpson Strong-Tie® "≠" sign for easy identiication before the concrete pour.

MATERIAL: Carbon steel

FINISH: Yellow-zinc dichromate

CODES: Factory Mutual 3024378 (except roof deck insert); Underwriters Laboratories File EX3605 (except roof deck insert); Metal deck insert (BBMD) in compliance with UL Standard 2043, 2nd edition, “Fire test for heat and visible smoke release for discrete products and their accessories installed in air-handling spaces.”

Errata

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MECHANICAL ANCHORS - MATERIAL SAFETY DATA SHEET

Product Name: Retrofit Bolt, Blue Banger HangerÆ, Crimp Anchor, Drop-In Anchor, Easy-Set

Expansion Anchor, Heli-TieÆ Helical Wall Tie, Hollow Wall Anchor, IXP

™ Anchor,

Lag Screw Expansion Shield, Machine Screw Anchor, Nailon Pin Drive Anchor, Plastic

Screw Anchor, Sleeve-AllÆ Anchor, Split Drive Anchor, Spring Wing Toggle Bolt,

Strong-Bolt™

Wedge Anchor, Strong-Bolt™

2 Wedge Anchor, Sure Wall Drywall

Anchor/Toggle, TitenÆ Screw, Titen HD

Æ Anchor, Torq-Cut

™ Anchor, Wedge-All

Æ

Anchor

Company: Simpson Strong-Tie Company Inc.

Address: 5956 W. Las Positas Blvd.

Pleasanton, CA 94588 USA

Emergency Telephone Number: 1-800-535-5035 USA/CANADA

(24h) 1-352-323-3500 International

Date Prepared or Revised: January 2011

For most current MSDS, please visit our web site at www.simpsonanchors.com

Various Metals, Ferrous and Non-Ferrous Platings

EMERGENCY OVERVIEW

None known.

POTENTIAL HEALTH EFFECTS

Eye Contact: Beware of airborne particles during installation.

Skin Contact: Sharp edges of anchors may cause abrasions or even cuts if not handled carefully.

Inhalation: Not considered an inhalation hazard.

Ingestion: Not considered to pose an ingestion hazard.

Systemic Effects: None known.

Inhalation: For over-exposure to airborne fumes and particulate, remove exposed person to

fresh air. If breathing is difficult or has stopped, administer artificial respiration or

oxygen as indicated. Seek medical attention promptly.

Eye Contact: Flush with large amounts of clean water to remove particles. Seek medical attention if

irritation persists.

Skin Contact: Remove contaminated clothing. Wash affected areas with soap or mild detergent

and water. If thermal burn has occurred, flush area with cold water and seek medical

attention. If a persistent rash or irritation occurs, seek medical attention.

Ingestion: Not a probable route of industrial exposure. However, if ingested, seek medical

attention immediately.

Not applicable.

Personal Precautions: Not Applicable.

Environmental Precautions: Not Applicable.

Clean-up Methods: Not Applicable.

1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION

3. HAZARDS IDENTIFICATION

2. COMPOSITION / INFORMATION ON INGREDIENTS

5. FIRE FIGHTING MEASURES

6. ACCIDENTAL RELEASE MEASURES

4. FIRST AID MEASURES

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www.simpsonanchors.com Page 2 of 3 Form T-SAS-MAMSD11

Handling Precautions: Operations with the potential for generating high concentrations of airborne particulates

should be evaluated and controlled as necessary. Practice good housekeeping. Avoid

breathing metal fumes and/or dust.

Storage Requirements: Store away from acids and incompatible materials.

Engineering Controls: Use controls as appropriate to minimize exposure to metal fumes and dusts during

handling operations.

Protective Measure: Protective coatings are used on most metal fasteners. Typically this will be

commercial zinc, zinc plating with chromate conversion coating, hot dipped

galvanizing, ceramic plating, or mechanically galvanized plating. This information

should be considered when evaluating employee personal protective equipment and

health risks during normal use.

Eye Protection: Avoid contact with eyes. Safety glasses required.

Skin and Hand Protection: Gloves recommended.

Ingestion: Do not ingest or place any metal fasteners in mouth.

Respirator Protection: Not required in well ventilated areas.

Form: Solid

Appearance: Various diameters and lengths

Odor: None

Boiling Point: Not applicable

Melting Point: 2600-2700 ゼF

Vapor Pressure: Not applicable

Vapor Density: Not applicable

Solubility In Water: Insoluble

Stability: Stable

Incompatibility: Acid

Hazardous Decomposition Thermal oxidative decomposition of galvanized steel products can produce fumes

Products: containing oxides of zinc, iron and manganese as well as other elements.

Hazardous Polymerization: Will not occur.

Acute Toxicity:

Oral (LD50, Rat): Not established.

Dermal (LD50, Rabbit): Not established.

Inhalation (LC50, Rat): Not established.

Ecotoxicity: This product has not been evaluated.

Chemical Fate Information: No data available.

Disposal: This material is not a hazardous waste by RCRA criteria (40 CFR 261). Steel scrap

should be recycled whenever possible.

Container Cleaning and Follow applicable Federal, state and local regulations. Observe safe handling

Disposal: precautions.

7. HANDLING AND STORAGE

8. EXPOSURE CONTROLS / PERSONAL PROTECTION

9. PHYSICAL AND CHEMICAL PROPERTIES

10. STABILITY AND REACTIVITY

11. TOXICOLOGICAL INFORMATION

12. ECOLOGICAL INFORMATION

13. DISPOSAL CONSIDERATIONS

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www.simpsonanchors.com Page 3 of 3 Form T-SAS-MAMSD11

1

0

0

DOT/TDG: Not Regulated For Transport.

IATA: Not Regulated For Transport.

IMO: Not Regulated For Transport.

US FEDERAL REGULATIONS:

EPA Reportable Quantities:

Clean Water Act (40CFR Section 112): None required.

CERCLA Hazardous Substance (40CFR Part 302, Table 302.4): None required.

EPCRA Extreme Hazardous Substance (40CFR Section 302 Part 355): None required.

Toxic Chemical Release Inventory (TRI) Reporting - (SARA Title III Section 313 (40 CFR 372)

Component(s) above �de minimus� level): Manganese and Zinc are subject to SARA 313 reporting requirements.

SARA Title III Hazard Classes (40CFR 370 Sections 311 and 312):

Fire Hazard: No

Reactive Hazard: No

Release of Pressure: No

Acute Health Hazard: Yes

Chronic Health Hazard: Yes

US STATE REGULATIONS:

California - �Safe Drinking Water and Toxic Enforcement Act� (Proposition 65):

This product may contain chemicals known to the State of California to cause cancer, birth defects or

other reproductive harm.

HAZARD RATINGS:

Hazardous Material Information System (HMIS) National Fire Protection Association (NFPA)

HMIS/NFPA Definitions: 0-Least, 1-Slight, 2-Moderate, 3-High, 4-Extreme

Protective Equipment: (B) - Safety glasses, gloves

* Denotes possible chronic hazard if airborne dusts or fumes are generated.

This Material Safety Data Sheet (MSDS) is prepared by Simpson Strong-Tie Co. in compliance with the requirements of

OSHA 29 CFR Part 1910.1200. The information it contains is offered in good faith as accurate as of the date of this MSDS.

This MSDS is provided solely for the purpose of conveying health, safety, and environmental information. No warranty,

expressed or implied, is given. Health and Safety precautions may not be adequate for all individuals and/or situations. It is

the user's obligation to evaluate and use this product safely and to comply with all applicable laws and regulations.

Copyright 2011 Simpson Strong-Tie Company Inc.

Health 1*

Flammability 0

Physical Hazard 0

Personal Protection B

14. TRANSPORTATION INFORMATION

15. REGULATORY INFORMATION

16. OTHER INFORMATION

Flammability

Reactivity

Specific Hazard

Health

Submittal / Substitution Request ©2011 SIMPSON STRONG-TIE COMPANY INC. Table of Contents Simpson Strong-Tie®r ® Technical Information t 2

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