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Adhesives Technology Corp. ▪ Florida, USA ▪ (800) 892-1880 ▪ www.atcepoxy.com

ULTRABOND 365

450 East Copans Road ■ Pompano Beach, FL 33064 ■ (800) 892-1880 ■ Fax (800) 362-3320 ■ www.atcepoxy.com

Revision: 3.7 Date: 2-27-2014 Page 1 of 9

ULTRABOND

365 DESCRIPTION Ultrabond 365, methyl methacrylate adhesive system is formulated for anchoring threaded rods, bolts and fasteners into concrete, grout-filled block and unreinforced masonry as well as anchoring rebar dowels and smooth dowels into pavement/concrete. Especially for use in extended temperature environments, from 0°F to100°F (-18° to 38°C). It is a non-sag, high strength, high modulus structural anchoring gel that has been tested in accordance to AC-58 for creep, seismic, freeze-thaw and damp/wet hole application. PROPERTIES Tension Load: (4000psi concrete, ½” rod) 17,162 lbs.

Working time: 5-6 minutes @ 75°F (24°C) Load Time: 30 minutes @ 75°F (24°C)

GENERAL USES and APPLICATIONS

� High strength anchor installations acceptable for long-term sustained loads including seismic zones � Grouting dowel bars and tie bars for full-depth concrete pavement repairs. � Anchoring/fastening into solid base materials: stadium seating, pallet racking, airport runway/taxiway expansion. � Anchoring/fastening into hollow base material using screens

ADVANTAGES and FEATURES

� Minimum down time of 30 minutes at 75°F (24°C) � Low temperature environments. 0°F to 100°F (-18° to 38°C) � Moisture insensitive and can be used in damp holes � 100% solvent free system with low VOC content

PACKAGING

Cartridge only Part #’s

8.6 oz. (254 ml) cartridge A9-365

28 oz. (828 ml) cartridge A28-365

STANDARDS and APPROVALS

ASTM C881 AASHTO M235

D.O.T. Approvals: Alabama*Arizona*California

Illinois*Indiana*Michigan*Minnesota*Nebraska

NSF/ANSI Standard 61 certified For Drinking Water Components Canada, Ontario MTO-DSM CFIA Approval (Canadian Food Inspection Agency) LEED: Certificate is available upon request.

Manufactured In The U.S.A. Adhesives Technology Corp.

COLOR

Part A Beige

Part B Gray

Mixed Gray

Mix Ratio 10 : 1

Independent ASTM C881 Technical Data

Properties ASTM 75º (24°C)

Gel Time 60g mass @ 75F (24°) minutes C881 5

Working Time (nozzle) minutes 6

Load Time minutes 30 -- 35

Compressive Strength - psi 7 day D695 7,770

Compressive Modulus - psi 7 day D695 272,300

Tensile Strength - psi 7 day D638 9,700

Elongation % (7 day) D638 12%

Bond Strength - psi 2 days C882 1,400

Bond Strength - psi 14 days C882 2,100

Consistency C881 Non-sag

Heat Deflection Temperature D648 140° F (60°)

Water Absorption - % 24 hour D570 0.21 %

Linear Coefficient of Shrinkage cm/cm D2566 0.002

Volatile Organic Compounds (VOC) 2.0 g / l

AVAILABILITY ATC Ultrabond is available

through select distributors who can provide

you with all your construction needs. Please

contact ATC at (800) 892-1880 for a

distributor near you.

WEBSITE www.atcepoxy.com

SHELF LIFE / STORAGE 18 month shelf life when stored in unopened containers in dry conditions. Store between 40°F and 80°F. (4° to 27°C)



ULTRABOND

365 APPLICATION TEMPERATURE Substrate and ambient air temperatures ranging from 0ºF to 100ºF (-18° to 38°C)

CONDITION PRODUCT The product does not need to be pre-conditioning but cold product will take longer to cure and product that is too warm will cure much faster than normal. See working time chart below. COVERAGE See MPII, Manufacturer’s Printed Installation Instructions for Estimating and Usage Guide

CHEMICAL RESISTANCE A Chemical Resistance Chart for ATC Ultrabond 365, an acrylic adhesive can be found on Page 8 of this Technical Data Sheet. LIMITATIONS & WARNINGS

� Do not thin with solvents, as this will prevent cure. � Not for use in overhead applications or vibratory or moving loads such as crane loads or reciprocating engines � Not available in Bulk sizes

SPECIFICATION Anchoring adhesive shall be a two component, 10:1 ratio, solvent free system supplied in a 2 component side by side cartridge and dispensed through a static mixing nozzle supplied by the manufacturer. Product must meet the requirements of ASTM C881 specification for Type II, Grade 3, Class C. Product must have a minimum heat deflection temperature of 140º F (60ºC) per ASTM D648. Adhesive shall have a minimum ultimate tension load value of 17,162 lbs. when tested using ½” diameter threaded rod in a 9/16” diameter hole at a minimum embedment depth of 4-1/2” in 4000 psi normal weight concrete. Testing must be in accordance with ASTM E 488.

MPII—MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS For complete Installation Instructions for

Ultrabond 365 refer to our Website, www.atc.ws or call ATC for more information at 1-800-892-1880. HOLE PREPARATION for Anchoring and Doweling New concrete must be a minimum of 28 days old. Holes must be drilled to proper depth and diameter and brushed as per installation instructions and blown free of all dirt and dust. All contaminants such as oil, wax or grease must be removed from holes. Surface may be damp without the presence of standing water. CLEAN UP Clean tools and equipment with solvent such as xylene, toluene, MEK or WD-40. Do not allow product to harden on equipment. SAFETY Please refer to the MSDS for Ultrabond 365 published on our Website, www.atc.ws WARRANTY Adhesives Technology Corporation (ATC) warrants to the Buyer that this product is in good quality and conforms to the manufacturer’s specifications in force on the date of manufacture and when used in accordance with the Installation Instructions and when stored as directed in the technical literature. Manufacturer cannot warrant or guarantee any particular method of use, performance or application under any particular condition and Buyer is responsible for determining the suitability of intended purpose and assumes all risks therein. ATC shall not be liable for any injury, loss, cost of labor or consequential damages either directly, indirectly or incidentally, arising out of the use or misuse of any product sold by ATC or another distributor. If the product is proven to be in nonconformance, the Buyers sole remedy shall be a refund of the purchase price or replacement of product.

WWOORRKKIINNGG TTIIMMEE // CCUURREE TTIIMMEE SSCCHHEEDDUULLEE

°°FF °°CC WWoorrkkiinngg TTiimmee LLooaadd TTiimmee

0˚ -18˚ 4 hours 24 hours

20˚ -7˚ 35 minutes 6 hours

40˚ 4˚ 15 minutes 75 minutes


80˚ 27˚ 5-1/2 minutes 30 minutes




ULTRABOND

365 PERFORMANCE TABLES - TENSION LOADS (SOLID CONCRETE)

TENSION LOADS1 FOR THREADED RODS INSTALLED IN 2,000 PSI SOLID CONCRETE

Threaded

Rod

Diameter

(in.)

Based on Bond Strength, 2000 psi Normal Weight Concrete Allowable, Based on Steel Strength

Hole

Diameter

(in.)

Minimum

Embedment

Depth (in.)

Max

Torque

After cure

(ft.-lbs.)

Ultimate

Tension

Load

(lbs.)

Allowable

Tension Load

(lbs.)

ASTM A307

GRADE C

(lbs.)

ASTM A193

GRADE B7

(lbs.)

304/316 SS

(lbs.)

3/8 7/16 3-3/8

4-1/2 13

5,852

7,729

1,460

1,930 2,115 4,555 3,645

1/2 9/16 4-1/2

6 22

10,798

14,210

2,700

3,550

3,775 8,100 6,480

5/8 11/16

or 3/4

5-5/8

7-1/2 55

16,417

18,747

4,100

4,685 5,870 12,655 10,125

3/4 13/16

or 7/8

6-3/4

9 106

18,618

23,934

4,655

5,980 8,455 18,225 12,390

7/8 15/16

or 1

7-7/8

10-1/2 185

---

36,881

---

9,220 11,510 24,805 16,865

1 1-1/16

or 1-1/8

9

12 276

32,215

46,064

8,050

11,515 15,030 32,400 22,030

1-1/4 1-5/16

or 1-3/8

11-1/4

15 370

45,962

62,208

11,490

15,550 23,490 50,620 34,425

1. Use lower value of either allowable bond strength or steel strength for allowable tensile load.

TENSION LOADS1 FOR THREADED RODS INSTALLED IN 4,000 PSI SOLID CONCRETE

Threaded

Rod

Diameter

(in.)


Hole

Diameter

(in.)

Minimum

Embedment

Depth

(in.)

Max

Torque

After cure

(ft.-lbs.)

Ultimate

Tension

Load (lbs.)

Allowable

Tension Load

(lbs.)

ASTM A307

GRADE C

(lbs.)

ASTM A193

GRADE B7

(lbs.)

304/316 SS

(lbs.)

3/8 7/16 1-1/2 3-3/8 4-1/2

18

3,734 10,977 11,661

934 2,740 2,915

2,115 4,555 3,645

1/2 9/16 2

4-1/2 6

25

6,022 17,162 17,372

1,505 4,290 4,340

3,775 8,100 6,480

5/8

11/16 or 3/4

2-1/2 5-5/8 7-1/2

80

7,330 26,504 29,381

1,832 6,625 7,345

5,870 12,655 10,125

3/4

13/16 or 7/8

3 6-3/4

9 160

8,634 29,727 37,728

2,158 7,430 9,430

8,455 18,225 12,390

7/8

15/16 or 1

3-1/2 7-7/8

10-1/2 250

13,650 44,915 48,321

3,413 11,230 12,080

11,510 24,805 16,865

1

1-1/16 or

1-1/8

4 9 12

330

16,266 48,209 63,950

4,067 12,050 15,985

15,030 32,400 22,030

1-1/4

1-5/16 or

1-3/8

5 11-1/4

15 660

21,838 56,715 84,385

5,460 14,175 21,095

23,490 50,620 34,425

1. Use lower value of either allowable bond strength or steel strength for allowable tensile load.



ULTRABOND

365

TENSION LOADS1,2,3

FOR REINFORCING BAR INSTALLED IN 2,000 and 4,000 PSI SOLID CONCRETE

Rebar

Diameter

(in.)

Hole

Diameter

(in.)

Minimum

Embedment

Depth (in.)

2,000 psi Concrete 4,000 psi Concrete Ultimate Tensile and Yield

Strength Grade 60 Rebar

Ultimate

Tension Load

(lbs.)

Allowable

Tension

Load (lbs.)

Ultimate

Tension

Load (lbs.)

Allowable

Tension

Load (lbs.)

Minimum

Yield

Strength

Minimum

Ultimate

Tensile

Strength

#3 7/16 3-3/8 4-1/2

6,180 7,560

1,545 1,890

8,324 11,418

2,081 2,855

6,600 9,900

#4 5/8 4-1/2

6 9,949 15,038

2,487 3,760

16,657 17,828

4,164 4,457

12,000 18,000

#5

3/4

5-5/8 7-1/2

14,012 16,718

3,503 4,180

20,896 26,072

5,224 6,518

18,600 27,900

#6 7/8 6-3/4

9 21,247 33,325

5,312 8,331

26,691 37,425

6,673 9,356

26,400 39,600

#7 1 7-7/8

10-1/2 ---

38,975 ---

9,744 40,374 46,050

10,094 11,513

36,000 54,000

#8 1-1/8 9 12

35,600 41,010

8,900 10,253

47,311 66,140

11,828 16,535

47,400 71,000

#9 1-1/4 10-1/8 13-1/2

--- ---

--- ---

57,221 79,966

14,305 19,992

60,000 90,000

#10 1-1/2 11-1/4

15 49,045 69,079

12,261 17,270

73,091 83,295

18,273 20,824

76,200 114,300

#11 1-5/8 12-3/8 16-1/2

63,397 81,707

15,849 20,427

75,047 91,989

18,762 22,997

93,600 140,400

1. Use lower value of either bond strength or steel strength for allowable tensile load.

2. Ultimate load values in 2,000 and 4,000 psi stone aggregate concrete. Ultimate loads are indicated for the embedment shown in the Embedment in Concrete column. Performance values are

based on the use of minimum Grade 60 reinforcing bar. The use of lower strength rods will result in lower ultimate tension loads.

3. SHEAR DATA: Provided the distance from the rebar to the edge of the concrete member exceeds 1.25 times the embedment depth of the rebar, calculate the ultimate shear load for the rebar

anchorage as 60% of the ultimate tensile strength of the rebar.

COMBINATION LOADS TENSION and SHEAR REDUCTION CALCULATIONS

Allowable loads for anchors under both tension and shear loading at the same time (combination loading) will be lower than

the allowable loads for anchors subjected to 100% tension or 100% shear. Use the following equation to evaluate anchors in

combination loading conditions.

Na = Applied Service Tension Load Ns = Allowable Tension Load

Va = Applied Service Shear Load Vs = Allowable Shear Load

RECOMMENDED EDGE DISTANCE REQUIREMENTS FOR

SHEAR LOADS INSTALLED IN CONCRETE

Anchor Diameter

(In.)

Embedment Depth (In.)

Critical Edge Distance (In.)

(100% Load Capacity)

Interpolated Edge Distance (In.)

(80% Load Capacity)


(50% Load Capacity)

Minimum Edge Distance (In.)

(10% Load Capacity)

3/8 3-3/8 4-3/16 3-7/16 2-5/16 13/16

1/2 4-1/2 5-5/8 4-5/8 3-1/8 1-1/8

5/8 5-5/8 7 5-3/4 3-1/8 1-3/8

3/4 6-3/4 8-7/16 6-15/16 4-5/8 1-5/8

1 9 11-1/4 9-1/4 6-1/4 2-1/4

1-1/4 11-1/4 14-1/16 11-5/8 7-7/8 2-7/8

( ) ( ) 11115/35/35/35/35/35/35/35/3VsVsVsVsVaVaVaVa

NsNsNsNsNaNaNaNa ≤+



ULTRABOND

365

RECOMMENDED EDGE DISTANCE REQUIREMENTS FOR

TENSION LOADS INSTALLED IN CONCRETE

Anchor Diameter

(In.)


Critical Edge Distance (In.)



(90% Load Capacity)


(80% Load Capacity)

Minimum Edge Distance (In.)

(70% Load Capacity)

3/8 3-3/8 4-1/2

2-1/2 3-3/8

1-15/16 2-5/8

1-3/8 1-7/8

13/16 1-1/8

1/2 4-1/2

6 3-3/8 4-1/2

2-5/8 3-1/2

1-7/8 2-1/2

1-1/8 1-1/2

5/8 5-5/8 7-1/2

4-3/16 5-5/8

3-1/4 4-3/8

2-5/16 3-1/8

1-3/8 1-7/8

3/4 6-3/4

9 5-1/16 6-3/4

3-15/16 5-1/4

2-13/16 3-3/4

1-5/8 2-1/4

1 9

12 6-3/4

9 5-1/4

7 3-3/4

5 2-1/4

3

1-1/4 11-1/4

15 8-7/16 11-1/4

6-9/16 8-3/4

4-3/4 6-1/4

2-7/8 3-3/4

RECOMMENDED SPACING REQUIREMENTS FOR TENSION LOADS

INSTALLED IN CONCRETE, LIGHTWEIGHT CONCRETE

Anchor Diameter

(In.)


Critical Spacing (In.)


Interpolated Spacing (In.)

(90% Load Capacity)

Minimum Spacing (In.)

(80% Load Capacity)

3/8 3-3/8 4-1/2

4-3/16 5-5/8

2-1/2 3-3/8

13/16 1-1/8

1/2 4-1/2

6 5-5/8 7-1/2

3-3/8 4-1/2

1-1/8 1-1/2

5/8 5-5/8 7-1/2

7 9-3/8

4-3/16 5-5/8

1-3/8 1-7/8

3/4 6-3/4

9 8-7/16 11-1/4

5 6-3/4

1-5/8 2-1/4

1 9

12 11-1/4

15 6-3/4

9 2-1/4

3

1-1/4 11-1/4

15 14-1/16 18-3/4

8-1/2 11-1/4

2-7/8 3-3/4

EDGE DISTANCE LOAD FACTORS SUMMARY1,2

SPACING DISTANCE LOAD FACTORS SUMMARY1,2

Distance From Edge of Concrete Load Factor Distance From Another Anchor Load Factor

Critical Edge Distance – Tension 0.75 x Anchor Embedment

100% Tension Load

Critical Spacing – Tension 1.25 x Anchor Embedment

100% Tension Load

Minimum Edge Distance – Tension 0.25 x Anchor Embedment

70% Tension Load

Minimum Spacing – Tension 0.25 x Anchor Embedment

80% Tension Load

Critical Edge Distance – Shear 1.25 x Anchor Embedment

100% Shear Load

Critical Spacing – Shear 1.25 x Anchor Embedment

100% Shear Load

Minimum Edge Distance – Shear 0.25 x Anchor Embedment

10% Shear Load

Minimum Spacing – Shear 0.25 x Anchor Embedment

25% Shear Load

1. Use linear interpolation for load factors at edge distances or spacing distances between critical and minimum.

2. Anchors are affected by multiple combination of spacing and/or edge distance loading and direction of the loading. Use the product of tension and shear loading factors in design.



ULTRABOND

365

SHEAR LOADS1 FOR THREADED RODS – 2,000 PSI CONCRETE

Threaded

Rod

Diameter

(in.)


Hole

Diameter

(in.)

Minimum

Embedment

Depth (in.)

Ultimate

Shear Load

(lbs.)

Allowable

Shear Load

(lbs.)

ASTM A307

GRADE C

(lbs.)

ASTM A193

GRADE B7

(lbs.)

304/316 SS

(lbs.)

3/8 7/16 3-3/8 4-1/2

5,220 5,220

1,305 1,305 1,090 2,345 1,870

1/2 9/16 4-1/2

6 8,029 8,029

2,005 2,005 1,935 4,170 3,330

5/8

11/16 or 3/4

5-5/8 7-1/2

15,967 15,967

3,990 3,990 3,025 6,520 5,210

3/4

13/16 or 7/8

6-3/4 9

20,126 20,126

5,030 5,030 4,355 9,390 6,390

7/8

15/16 or 1

7-7/8 10-1/2

29,866 29,866

7,465 7,465 5,930 12,780 8,680

1

1-1/16 or

1-1/8

9 12

37,538 37,538

9,385 9,385 7,745 16,690 11,340

1-1/4

1-5/16 or

1-3/8

11-1/4 15

58,412 58,412

14,600 14,600 12,100 26,075 17,730

1. Use lower value of either allowable bond or steel strength for allowable shear load.

SHEAR LOADS1 FOR THREADED RODS – 4,000 PSI CONCRETE

Threaded

Rod

Diameter

(in.)


Hole

Diameter

(in.)

Minimum

Embedment

Depth (in.)

Ultimate

Shear Load

(lbs.)

Allowable

Shear Load

(lbs.)

ASTM A307

GRADE C

(lbs.)

ASTM A193

GRADE B7

(lbs.)

304/316 SS

(lbs.)

3/8 7/16 1-1/2 3-3/8 4-1/2

4,126 5,220 5,220

1,031 1,305 1,305

1,090 2,345 1,870

1/2 9/16 2

4-1/2 6

8,029 8,029 8,029

2,005 2,005 2,005

1,935 4,170 3,330

5/8

11/16 or 3/4

2-1/2 5-5/8 7-1/2

11,256 15,967 15,967

2,814 3,990 3,990

3,025 6,520 5,210

3/4

13/16 or 7/8

3 6-3/4

9

20,126 20,126 20,126

5,030 5,030 5,030

4,355 9,390 6,390

7/8

15/16 or 1

3-1/2 7-7/8

10-1/2

20,920 29,866 29,866

5,230 7,465 7,465

5,930 12,780 8,680

1

1-1/16 or

1-1/8

4 9 12

33,152 37,538 37,538

8,288 9,385 9,385

7,745 16,690 11,340

1-1/4

1-5/16 or

1-3/8

5 11-1/4

15

33,152 58,412 58,412

8,288 14,600 14,600

12,100 26,075 17,730

1. Use lower value of either concrete or steel strength for allowable shear load.



ULTRABOND

365 TENSION & SHEAR LOADS

1,2 FOR THREADED ROD INSTALLED IN

GROUTED BRICK MASONRY CONSTRUCTED OF SOLID RED BRICK UNITS

Threaded Rod

Diameter

(In.)

Drill Hole

Diameter

(In.)

Embedment

Depth

(In.)

Anchor Location Ultimate Tension

(lbs.)

Ultimate Shear

(lbs.)

1/4 3/8 3-1/2

6

CENTER OF

BRICK FACE

2,130

3,575

1,165

1,550

3/8 1/2 3-1/2

6

CENTER OF

BRICK FACE

2,130

8,875

4,150

6,950

1/2 5/8 3-1/2

6

CENTER OF

BRICK FACE

2,130

12,155

3,090

7,910

1. Allowable working loads for the single installations should not exceed 25% (an industry standard) capacity or the allowable load of the anchor rod. Loads based upon testing with ASTM A193, Grade B7 rods.

2. Void between brick wythes was grouted solid; therefore the use of screens was not necessary.

TENSION & SHEAR LOADS1,2,3,4,5,6

FOR THREADED ROD INSTALLED IN

GROUT-FILLED CONCRETE BLOCK

ANCHOR DIAMETER

(inch)

BIT DIAMETER (inch)

EMBEDMENT DEPTH, hv

(inches)

CRITICAL EDGE DISTANCE, ccr

(inches)

CRITICAL SPACING, scr

(inches)

TENSILE LOAD BASED ON

MASONRY AND BOND

STRENGTH (lbf)

SHEAR LOAD BASED ON

MASONRY AND BOND

STRENGTH (lbf)

1/2 5/8 4 1/4 12 8 1,290 2,125

5/8 3/4 5 12 8 1,580 2,710

3/4 7/8 6 5/8 12 8 2,725 4,265

1. Allowable load values are based on masonry construction consisting of 8-inch-wide, Grade N, lightweight, medium-weight, or normal-weight masonry units conforming to ASTM C 90 and UBC Standard 21-4. Mortar must be prepared in accordance with Section 2103 of the code and UBC Standard 21-15. Grout must have a minimum compressive strength of 2,000 psi and must meet the coarse grout proportion limits specified in Table 21-B of the code. Grout must be prepared in accordance with Section 2103 of the code and UBC Standard 21-19. The specified compressive strength of masonry, f'm, at 28 days must be a minimum of 1,500 psi.

2. Anchor installations are not permitted in mortar joints.

3. The allowable tension load must be the lesser of the tabulated bond strength and the allowable steel strength . The allowable shear capacities may be increased for

duration of load in accordance with Section 1612.3.3 of the code. Resistance to earthquake loads is not allowed.

4. Bond strength loads are based on a safety factor of 4.0.

5. Displacement under tabulated allowable loads is 1/8 inch or less.

6. The tabulated values are for anchors installed at the critical edge distances (Ccr ) and critical spacings (Scr). Critical edge distance is the least edge distance at which the tabulated allowable load capacity of an anchor is applicable without applying a load reduction factor. Critical spacing is the least anchor spacing distance at which the tabulated allowable load capacity of an anchor is applicable such that the anchor is not influenced by neighboring anchors.

ALLOWABLE TENSION AND SHEAR LOADS FOR THREADED RODS INSTALLED

IN A HOLLOW CONCRETE MASONRY WALL WITH ULTRABOND 365 ADHESIVES,4,5

ANCHOR DIAMETER

(inch)

INSTALLATION DEVICE

BIT DIAMETER

(inch)

ANCHOR LENGTH/ EMBEDMENT

DEPTH (inches)

CRITICAL EDGE

DISTANCE, scr (inches)

CRITICAL SPACING,

scr (inches)

TENSILE LOAD BASED ON

MASONRY AND BOND

STRENGTH3

(lbf)

SHEAR LOAD BASED ON

MASONRY AND BOND

STRENGTH3

(lbf)

1/2 Stubby Screen2 5/8 3 1/2 12 8 615 1,115

5/8 Stubby Screen2 3/4 4 1/2 12 8 620 1,260

1. Allowable load values are based on masonry construction consisting of 8-inch-wide, Grade N, lightweight, medium-weight, or normal-weight

masonry units conforming to ASTM C 90 and UBC Standard 21-4. Mortar must be Type M or S prepared in accordance with Section 2103 of the

code and UBC Standard 21-15. The specified compressive strength of masonry, fNm, at 28 days must be a minimum of 1,500 psi.

2. Stubby Screens are installed through the face shell of the masonry unit and into both hollow and solid portions of the unit. Anchor installations

are not permitted in mortar joints. See Figure 1 for anchor installation.

3. Bond strength loads are based on a safety factor of 4.0.

4. Displacement under tabulated allowable loads is 1/8 inch or less.

5. The tabulated values are for anchors installed at the critical edge distances (ccr) and critical spacings (scr). Critical edge distance is the least edge distance

at which the tabulated allowable load capacity of an anchor is applicable without applying a load-reduction factor. Critical spacing is the least anchor

spacing distance at which the tabulated allowable load capacity of an anchor is applicable such that the anchor is not influenced by neighboring anchors.



ULTRABOND

365

Figure 1

Ultrabond 365 used for

Sill Plate Attachments

TENSION & SHEAR LOADS FOR THREADED RODS IN SOLID CONCRETE

FLOORS AND STEMWALLS AT 1-3/4’ EDGE DISTANCE

Anchor

Diameter

(In.)

Drill Hole

Diameter

(In.)

Embedment

In Concrete

(In.)

Shear Load

Direction

Ultimate Tension

(lbs.)

Ultimate Shear (lbs.)

1/2 9/16 4-1/2 Perpendicular 9,180 1,760

Parallel 9,180 7,240

5/8

11/16

or

3/4

5-5/8 Perpendicular 13,620 2,540

Parallel 13,620 8,778

10 Parallel 20,700 2,540

Perpendicular 20,700 8,799

3/4

13/16

or

7/8

6-3/4 Perpendicular 15,080 2,080

7/8

15/16

or

1

15

Perpendicular 29,940 2,080

Parallel 29,940 7,101

1. Allowable working loads for the single installations under static loading should not exceed 25% capacity of the

allowable load of the anchor rod.

2. Ultimate load values in 2,000 and 4,000 psi stone aggregate concrete. Ultimate loads are indicated for the

embedment shown in the Embedment in Concrete column. Performance values are based on the use of high

strength threaded rod (ASTM A 193 Gr. B7). The use of lower strength rods will result in lower ultimate tension and

shear loads.

3. Linear interpolation may be used for intermediate spacing and edge distances (see pages 5 and 6).



ULTRABOND

365

ULTRABOND 365 CHEMICAL RESISTANCE CHART

Chemical

Resistance

HIGH

Anchors can be

submerged in the

materials.

MEDIUM

Intermittent Exposure or

temporary submersion due

to splash or spill

LOW

Exposure should be limited to splash and spill exposure

followed by immediate clean up.

Fresh Water X

Salt Water X Brine X

Urine X

Humus X

20% Caustic (NaOH) X

Gasoline X

10 % Sulfuric Acid (H2SO4) X

3.5% Hydrochloric Acid (HCI) X

9% Phosphoric Acid (H3PO4) X

10% Nitric Acid X

8.5% Ammonium Hydroxide X

Bleach X Ammonia X

Xylene X

Toluene X

Acetone X

Glacial Acetic Acid X

Methanol X

Methylene Chloride X Important Note: This chemical resistance table above applies only when Ultrabond 365 adhesive is used for installing

anchors into concrete in a conventional manner with recommended hole sizes. Installation of the anchor must always be

done in a predrilled hole which is completely cleaned of all concrete dust. Exposure to solvents and chemicals, as listed

above should occur only after the Ultrabond 365 adhesive has fully cured.

Safety Data Sheet Ultrabond 365 Created On: 03/13/2015 Revision Date: 03/13/2015 Version: 1.0

Page 1 of 13

1. Product and Company Identification

Product Name: Ultrabond 365 (Part A) Product Use: Anchoring & Doweling

Company Identification: Emergency Phone: ADHESIVES TECHNOLOGY CORP. Chem-Tel: 450 East Copans Road 1.800.255.3924 (24hrs) Pompano Beach, FL 33064 Contact Phone: 1.800.892.1880 (9:00a.m. – 5:00p.m. EST)

____________________________________________________________________________________________________ 2. Hazards Identification (Part A)

GHS Classification

Health Physical Environmental

Skin Irritant Cat 2 Eye Irritant Cat 2B Sensitizer Cat 1 STOT Cat 3

Flammable Liquid Cat 2 Not Classified

GHS Label: Danger:

Eye Irritant Highly Flammable

Skin Irritant Sensitizer Emergency Overview Causes skin and eye irritation May cause skin sensitization May cause respiratory irritation Flammable liquid and vapour Wash skin thoroughly after handling Avoid breathing fume/gas/mist/vapors/spray Wear protective gloves/ protective clothing/ eye protection/ face protection Use outdoors or in a well-ventilated area

Primary Route of Exposure Eyes, skin, and oral

Carcinogenicity

This product or one of its ingredients present at 0.1% or more is NOT listed as a carcinogen or suspect carcinogen by NTP, IARC, Prop 65 or OSHA.

http://en.wikipedia.org/wiki/File:GHS-pictogram-exclam.svg


Page 2 of 13

_________________________________________________________________________________________________ 3. Composition/ Information on Ingredients (Part A)

CAS Number Content% Chemical Name 80-62-6 70 – 90 Methyl methacrylate Proprietary 15 - 30 Non – Hazardous Proprietary Ingredient

____________________________________________________________________________________________________ 4. First Aid Measures (Part A)

Inhalation: Move to fresh air; give oxygen if breathing is difficult. Call a physician if symptoms persist. Eyes: Immediately flush eyes with plenty of water for at least 15 minutes. Call a physician if symptoms persist. Skin: Remove contaminated clothing. Wash with mild soap and water. Get medical attention if skin irritation or dermatitis persists. Ingestion: Give plenty of water. DO NOT induce vomiting. Call a physician immediately. Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. If sensitization occurs, future contact with the material should be avoided. Note to physician: Keep victim under observation. In case of shortness of breath, give oxygen. Symptoms may be delayed.

____________________________________________________________________________________________________ 5. Fire Fighting Measures (Part A)

Flash Point: 64 °F (17.8 °C) Flammable Limits: N/D Flammable properties Flammable by OSHA criteria. Can be ignited easily and burns vigorously. Strong oxidizer. Contact with combustible material may cause fire. Organic peroxide. Heat may cause the containers to explode. Extinguisher Media Carbon Dioxide, Dry Chemical, Water Fog

Unusual Fire and Explosion Hazard Vapors may form explosive mixtures with air. Vapors are heavier than air and may travel along the floor and in the bottom of containers. Vapors may be ignited by a spark, a hot surface or an ember. Greatly increases the burning rate of combustible materials. Special Fire Fighting Procedures Firefighters must use standard protective equipment including flame retardant coat, helmet with face shield, gloves, rubber boots, and in enclosed spaces, SCBA. Fight fire from maximum distance or use unmanned hose holders or monitor nozzles. Move containers from fire area if you can do so without risk. Withdraw immediately in case of rising sound from venting safety device or any discoloration of tanks due to fire. Containers should be cooled with water to prevent vapor pressure build up. Cool containers exposed to flames with water until well after the fire is out. For massive fire in cargo area, use unmanned hose holder or monitor nozzles, if possible. If not, withdraw and let fire burn out. Some of these materials, if spilled, may evaporate leaving a flammable residue. _________________________________________________________________________________________________

6. Accidental Release Measures (Part A)


Page 3 of 13

Personal Precautions: Avoid all personal contact. In enclosed areas, cleanup personnel should wear self-contained breathing apparatus. Environmental Precautions Cover spills with sawdust, vermiculite, or other absorbent material to minimize spreading of the material before collecting.

____________________________________________________________________________________________________ 7. Handling and Storage (Part A)

Handling: Avoid contact with eyes, skin and clothing. Avoid inhalation of vapors. Use with adequate ventilation. Use appropriate personal protection equipment (Section 8). Wash thoroughly after handling. Storage: Keep away from heat, sparks and open flame. Keep container tightly closed in a cool, well-ventilated place. For maximum shelf life, store between 4.4°C (40°F) to 26.7°C (80°F). Do not store above 43.3°C (110°F). Do not store near combustible materials. Keep away from food, drink and animal feeding stuffs. Keep out of the reach of children. ____________________________________________________________________________________________________

8. Exposure Control and Personal Protection (Part A)

Exposure Guidelines

Component CAS# OSHA PEL TLV

Methyl methacrylate 80-62-6 100 ppm 410 mg/m3

50 ppm

Engineering Measures: Use local and general exhaust ventilation to maintain airborne concentrations below TLV. Suitable respiratory equipment should be used in cases of insufficient ventilation or where operational procedures demand it.

Personal Protective Equipment Respiratory Protection None normally required. Use a NIOSH approved organic vapor chemical cartridge respirator when air movement is inadequate to control vapor build-up.

Eye/Face Protection Wear splash proof chemical goggles/ full face shield if there is a potential for splashing. Skin / Body Protection Wear Suitable gloves (neoprene, nitrile rubber or PVC) and protective clothing to mitigate exposure.

Other Protective Clothing or Equipment Use protective clothing which is chemical resistant to this material. Safety shoes and boots should also be chemical resistant.

____________________________________________________________________________________________________ 9. Physical and Chemical Properties (Part A)


Page 4 of 13

Physical State: Liquid Appearance: Beige paste Evaporation Rate: N/D Odor: Characteristic Odor Threshold: N/D Melting/Freezing Point: N/D Boiling Point and Range: > 213 °F (> 100.6 °C) Solubility in Water: Insoluble Specific Gravity: 1.6 Vapor Density(air = 1): N/D Vapor Pressure: N/D VOC Content: N/D pH: N/D Flammability limits (lower) 2.1 % in air % by volume Flammability limits (upper) 12.5% in air % by volume

____________________________________________________________________________________________________ 10. Stability and Reactivity (Part A)

Stability: Stable

Thermal Decomposition: Can yield CO, CO2 and organic Nitrogen compounds. Incompatibility: Strong acids, peroxides, and other oxidizing agents

Conditions to avoid: Exposure to excessive heat and storage above 35°C (95°F) will shorten shelf

life. ____________________________________________________________________________________________________ 11. Toxicological Information (Part A)

Not Determined Acute Dermal Toxicity: Not Determined

Acute Inhalation Toxicity: Not Determined

Skin Irritation: Irritating to skin The product has not been tested. The statement has been derived from the properties of the individual components. Eye Irritation: Irritating to eyes.


Page 5 of 13

The product has not been tested. The statement has been derived from the properties of the individual components.

Respiratory Irritation: Inhalation of vapors or mists will cause irritation to the respiratory system. Sensitization: May cause allergic skin reaction and irritation to the respiratory system. The product has not been tested. The statement has been derived from the properties of the individual components. STOT – single exposure Eyes, Skin, Respiratory system Central nervous system STOT – Repeated Exposure Eyes, Skin, Respiratory system, Central nervous system, Heart and cardiovascular system, Liver, Kidneys, Reproductive system Carcinogenicity Classification: No known carcinogens.

____________________________________________________________________________________________________ 12. Ecological Information (Part A)

Methyl methacrylate (80-62-6) LC50 Fathead minnow (Pimephales promelas): 125.5 - 190.7 mg/l 96 hours Ecotoxicity Contains a substance which causes risk of hazardous effects to the environment. Environmental effects Harmful to aquatic organisms. An environmental hazard cannot be excluded in the event of unprofessional handling or disposal.

____________________________________________________________________________________________________ 13. Disposal Considerations (Part A)

Dispose of contents/container in accordance with local/regional/national/international regulations. This material and its container must be disposed of as hazardous waste. Incinerate the material under controlled conditions in an approved incinerator. Do not incinerate sealed containers. If discarded, this product is considered a RCRA ignitable waste, D001. Do not contaminate ponds, waterways or ditches with chemical or used container.

____________________________________________________________________________________________________ 14. Transportation Information (Part A)

DOT (US) CARTRIDGE: Limited Quantity, LTD QTY BULK – Flammable Liquid, n.o.s. (methyl methacrylate), Class 3, UN 1247, PG II IATA/ICAO


Page 6 of 13

CARTRIDGE/BULK: Flammable Liquid, n.o.s. (methyl methacrylate), Class 3, UN 1247, PG II IMDG CARTRIDGE/BULK: Flammable Liquid, n.o.s. (methyl methacrylate), Class 3, UN 1247, PG II

____________________________________________________________________________________________________ 15. Regulatory Information (Part A)

NFPA Rating

Hazard Rating: 0 = minimal, 1 = Slight, 2 = moderate, 3 = severe, 4 = extreme Federal Regulations

CERCLA RQ SARA Title 311/312 Not Determined CA Prop 65 Not Regulated

TSCA Listed or Exempt State Regulations:

State RTK NJ, MA, PA CAS# Chemical Name 80-62-6 Methyl methacrylate

_________________________________________________________________________________________________

HMIS Rating

Health *2

Flammability 3

Physical Hazard 2

PPE G


Page 7 of 13

16. Other Information (Part A) Hazard Communication: This SDS has been prepared in accordance with the federal OSHA Hazard Communication Standard

To the best of our knowledge, the information contained herein is accurate. However, Adhesives Technology Corp. does not assume any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Additional information is available upon request.


Page 8 of 13

1. Product and Company Identification

Product Name: Ultrabond 365 (Part B) Product Use: Anchoring & Doweling

Company Identification: Emergency Phone: ADHESIVES TECHNOLOGY CORP. Chem-Tel: 450 East Copans Road 1.800.255.3924 (24hrs) Pompano Beach, FL 33064 Contact Phone: 1.800.892.1880 (9:00a.m. – 5:00p.m. EST)

____________________________________________________________________________________________________ 2. Hazards Identification (Part B)

GHS Classification

Health Physical Environmental

Skin Corrosion Cat 1 Serious Eye Damage Cat 1 Reproductive Toxicity Cat2

Not Classified Not Classified

GHS Label: Danger:

Reproductive Toxicity Corrosive to skin and eyes Skin Irritant Emergency Overview Causes skin burns Causes severe eye damage Suspected of damaging fertility Wash skin thoroughly after handling Avoid breathing fume/gas/mist/vapors/spray Wear protective gloves/ protective clothing/ eye protection/ face protection Use outdoors or in a well-ventilated area Avoid contact during pregnancy/while nursing

Primary Route of Exposure Eyes, skin and oral

Carcinogenicity This product or one of its ingredients present at 0.1% or more is NOT listed as a carcinogen or suspect carcinogen by NTP, IARC, Prop 65 or OSHA.

http://en.wikipedia.org/wiki/File:GHS-pictogram-acid.svg

http://en.wikipedia.org/wiki/File:GHS-pictogram-silhouete.svg


Page 9 of 13

____________________________________________________________________________________________________ 3. Composition/ Information on Ingredients (Part B)

CAS Number Content% Chemical Name 94-36-0 0.1 - 10 Benzoyl peroxide 84-74-2 0.1 – 5 Dibutyl phthalate Proprietary 80 – 100 Non – Hazardous Proprietary Ingredient

____________________________________________________________________________________________________ 4. First Aid Measures (Part B)

Inhalation: Move to fresh air; give oxygen if breathing is difficult. Call a physician if symptoms persist. Eyes: Immediately flush eyes with plenty of water for at least 15 minutes. Call a physician if symptoms persist. Skin: Remove contaminated clothing. Wash with mild soap and water. Get medical attention if skin irritation or dermatitis persists. Ingestion: Give plenty of water. DO NOT induce vomiting. Call a physician immediately. Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. If sensitization occurs, future contact with the material should be avoided.

____________________________________________________________________________________________________ 5. Fire Fighting Measures (Part B)

Flash Point: 64 °F (17.8 °C) Flammable Limits: N/D Extinguisher Media Carbon Dioxide, Dry Chemical, Water Fog

Unusual Fire and Explosion Hazard None known. Thermal Decomposition can be formed. Special Fire Fighting Procedures Firefighters must wear self-contained breathing apparatus and full protective clothing to prevent contact with toxic and/or irritating fumes.

____________________________________________________________________________________________________ 6. Accidental Release Measures (Part B)

Personal Precautions: Avoid all personal contact. In enclosed areas, cleanup personnel should wear self-contained breathing apparatus. Environmental Precautions Cover spills with sawdust, vermiculite, or other absorbent material to minimize spreading of the material before collecting.

____________________________________________________________________________________________________ 7. Handling and Storage (Part B)


Page 10 of 13

Handling: Avoid contact with eyes, skin and clothing. Avoid inhalation of vapors. Use with adequate ventilation. Use appropriate personal protection equipment (Section 8). Wash thoroughly after handling. Storage: Keep away from heat, sparks and open flame. Keep container tightly closed in a cool, well-ventilated place. For maximum shelf life, store between 4.4°C (40°F) to 26.7°C (80°F). Do not store above 43.3°C (110°F). Do not store near combustible materials. Keep away from food, drink and animal feeding stuffs. Keep out of the reach of children.

____________________________________________________________________________________________________ 8. Exposure Control and Personal Protection (Part B)

Exposure Guidelines

Component CAS# OSHA PEL TLV

Benzoyl peroxide 94-36-0 5 mg/m3 5 mg/m3

Dibutyl phthalate 84-74-2 5 mg/m3 5 mg/m3

Engineering Measures: Use local and general exhaust ventilation to maintain airborne concentrations below TLV. Suitable respiratory equipment should be used in cases of insufficient ventilation or where operational procedures demand it.

Personal Protective Equipment Respiratory Protection None normally required. Use a NIOSH approved organic vapor chemical cartridge respirator when air movement is inadequate to control vapor build-up.

Eye/Face Protection Wear splash proof chemical goggles/ full face shield if there is a potential for splashing. Skin / Body Protection Wear Suitable gloves (neoprene, nitrile rubber or PVC) and protective clothing to mitigate exposure.

Other Protective Clothing or Equipment Use protective clothing which is chemical resistant to this material. Safety shoes and boots should also be chemical resistant.

____________________________________________________________________________________________________ 9. Physical and Chemical Properties (Part B)

Appearance: Grey Paste Evaporation Rate: N/D Odor: Slight Amine Odor Solubility in Water: Insoluble Specific Gravity(g/cc): 1.6 Vapor Density(air = 1): N/D Vapor Pressure: N/D VOC Content: N/D


Page 11 of 13

pH: N/D Boiling Point: N/D

_______________________________________________________________________________________________________________ 10. Stability and Reactivity (Part B)

Stability: Stable

Thermal Decomposition: Can yield CO, CO2 and organic Nitrogen compounds. Incompatibility: Strong acids, peroxides, and other oxidizing agents

Conditions to avoid: Exposure to excessive heat and storage above 35°C (95°F) will shorten shelf life.

_______________________________________________________________________________________________________________ 11. Toxicological Information (Part B)

Acute Oral Toxicity: Not Determined Acute Dermal Toxicity: Not Determined

Acute Inhalation Toxicity: Not Determined

Skin Irritation: Corrosive to skin The product has not been tested. The statement has been derived from the properties of the individual components. Eye Irritation: Severe damage to eyes. The product has not been tested. The statement has been derived from the properties of the individual components.

Respiratory Irritation: Inhalation of vapors or mists may cause irritation to the respiratory system. Sensitization: May cause allergic skin reaction. The product has not been tested. The statement has been derived from the properties of the individual components. Carcinogenicity Classification: No known carcinogens

_______________________________________________________________________________________________________________

12. Ecological Information (Part B)


Page 12 of 13

Dibutyl phthalate (84-74-2) EC50 Water flea (Daphnia magna): 2.99 mg/l 48 hours LC50 Yellow perch (Perca flavescens): 0.28 - 0.44 mg/l 96 hours Ecotoxicity Contains a substance which causes risk of hazardous effects to the environment. Environmental effects Harmful to aquatic organisms. An environmental hazard cannot be excluded in the event of unprofessional handling or disposal.

_______________________________________________________________________________________________________________ 13. Disposal Considerations (Part B)

If the material as supplied becomes a waste, dispose in accordance with federal, state and local regulations.

_______________________________________________________________________________________________________________ 14. Transportation Information (Part B)

This product is not regulated as a hazardous material for transportation.

_______________________________________________________________________________________________________________

15. Regulatory Information (Part B)

NFPA Rating

Hazard Rating: 0 = minimal, 1 = Slight, 2 = moderate, 3 = severe, 4 = extreme

Federal Regulations SARA Title 311/312 Chronic Health Hazard CA Prop 65 This product contains a chemical or chemicals known to the State of

California to cause cancer, birth defects or other reproductive harm. TSCA Listed State Regulations:

State RTK NJ, MA, PA CAS# Chemical Name 94-36-0 Benzoyl peroxide 84-74-2 Dibutyl phthalate

_______________________________________________________________________________________________________________

HMIS Rating

Health *2

Flammability 2

Physical Hazard 2

PPE B


Page 13 of 13

16. Other Information (Part B)

Hazard Communication: This SDS has been prepared in accordance with the federal OSHA Hazard Communication Standard

To the best of our knowledge, the information contained herein is accurate. However, Adhesives Technology Corp. does not assume any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Additional information is available upon request.

submitted to · 450 east copans road pompano beach, fl 33064 (800) 892-1880 fax (800) 362-3320 ...

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