TITEN HD Heavy Duty Screw Anchor for & Masonry The Titen HD is a patented, high-strength screw anchor for concrete and masonry. The self-undercutting, non-expansion characteristics of the Titen HD makes it the ideal anchor for structural applications, even at minimum edge distances and under reduced spacing conditions. The proprietary cutting teeth enable the Titen HD to be installed in one eighth of the time when compared to traditional expansion anchors, and at significantly reduced installation torques. The anchor can be installed with a standard ANSI tolerance drill bit and is removable. Recommended for permanent dry, interior non-corrosive environments or temporary outdoor applications. Contact Simpson for more information. PERFORMANCE FEATURES: Higher load capacity and vibration resistance: Threads along the length of the anchor undercut the concrete and efficiently transfer the load to the base material. Specialized Heat Treating Process: Creates superior surface hardness at the tip to facilitate cutting, while at the same time not compromising ductility within the anchor body. Less spacing and edge distance required: The anchor does not exert expansion forces on the base material. Easy post-installation inspection: The head is stamped with the Simpson " " sign and the anchor length in inches. INSTALLATION FEATURES: No special drill bit needed: Designed to install using standard sized ANSI tolerance drill bits. Installs with 0% less torque: Testing shows that when compared to competitors, the Titen HD requires 0% less torque to be installed in concrete. Less installation time: No secondary setting or torquing is required. Hex-washer head: Requires no separate washer and provides a clean installed appearance. Removable: Ideal for temporary anchoring (e.g. formwork, bracing) or applications where fixtures may need to be moved. Re-use of the anchor to achieve listed load values is not recommended. See reinstallation note on next page. MATERIAL: Carbon steel, heat treated FINISH: Zinc plated or mechanically galvanized CODES: ICC-ES ESR-; City of L.A. RR20; Florida FL 230.2; Factory Mutal 301702; ³ ₄" dia. Meadow-Burke approved for tilt-up wall bracing. Titen HD U.S. Patent,7,03 &,23,22 Serrated teeth on the tip of the Titen HD facilitate cutting and reduce installation torque. Catalog C-SAS- Copyright SIMPSON STRONG-TIE CO., INC. TEST CRITERIA: The Titen HD anchor has been tested in accordance with ICC-ES's Acceptance Criteria for Predrilled Fasteners (Screw Anchors) in or Masonry (AC) ICC report ESR- recognizes the Titen HD for the following: Static tension and shear loading. and minimum edge distance and spacing. Seismic and wind loading. Combination tension and shear loading. Anchor Fatigue Testing: Tested in accordance with ASTM E- for the effects of fatigue. 2% of the average ultimate load was applied to the anchor for 2 million cycles at a frequency of 1 Hz. Subsequent load tests showed no reduction in ultimate tension capacity. Vibratory Load Testing: A 10 lb. concrete block was suspended from a ³ ₈" diameter anchor embedded at 1¹ ₂" and vibrated for. million cycles at a frequency of 30 Hz and an amplitude of 0.032 inches. Subsequent load test showed no reduction in ultimate tension capacity. Field Testing: For guidance on field testing see technical bulletin T-SAS-THDINSP0. INSTALLATION: Holes in metal fixtures to be mounted should match the diameter specified in the table on the next page. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capacity. Use a Titen HD one time only. Installing the anchor multiple times may result in excessive thread wear and reduce load capacity. a hole in the base material using a carbide drill bit the same diameter as the nominal diameter of the anchor to be installed. the hole to the specified embedment depth plus ¹ ₂" to allow the thread tapping dust to settle and blow it clean using compressed air. Overhead installations need not be blown clean. Alternatively, drill the hole deep enough to accommodate embedment depth and dust from drilling and tapping. Insert the anchor through the fixture and into the hole. Tighten the anchor into the base material until the hex washer head contacts the fixture. SUGGESTED SPECIFICATIONS: Screw anchors shall have 30-degree contact with the base material and shall not require oversized holes for installation. Fasteners shall be manufactured from carbon steel, and are heat-treated. Anchors shall be zinc plated in accordance with ASTM B33 or mechanically galvanized in accordance with ASTM B9. Anchors are not to be reused after initial installation.screw anchors shall be Titen HD anchors from Simpson Strong-Tie, Dublin, CA. Anchors shall be installed per Simpson Strong-Tie s instructions for the Titen HD. Installation Sequence 3
TITEN HD Heavy Duty Screw Anchor for & Masonry Titen HD Product Data - Zinc Plated Titen HD Product Data - Mechanically Galvanized Model No. Box Quantity Carton Model No. Box Quantity Carton x 3 THD37300H 0 x THD3700H 9/1 0 x THD3700H 0 0 x THD3700H 0 0 x 3 THD0300H 2 0 x THD000H 20 0 x THD000H 20 0 x THD000H 20 0 x THD0H 20 0 x THD000H 20 0 x THD000H 20 0 x 13 THD01300H 20 0 x 1 THD0100H 20 0 X THD3700HMG 0 0 9/1 x THD3700HMG 0 0 X THD000HMG 20 0 X THD000HMG 20 0 X THD0HMG 20 0 X THD000HMG 20 0 X THDHMG 0 X THDHMG 0 X THD2HMG 1/1 0 X THDHMG 20 1. Mechanical galvanizing meets ASTM B9, Class, Type 1. Intended for some pressure-treated wood sill plate applications. Not for use in other corrosive or outdoor environments. See page for details. x 1 THD0100H 20 0 x THDH 0 x THDH 0 x THDH 1/1 0 x THD2H 0 x THDH 20 x THD700H 0 x THD700H 20 1-1/ x THDT700H 20 x 7 THD7700H 1. Zinc plating meets ASTM B33, SC1. The Titen HD ³ ₄ x and ³ ₄ x 7 have a 1" section under the head that is unthreaded to allow installation into tilt-up wall braces. FIXTURE HOLE DIAMETER Due to the full shank diameter and larger threads of the Titen HD, consideration needs to be given to specifying the appropriate diameter Titen HD based on the fixture hole type to be used. The American Institute of Steel Construction (AISC) has established the following guidelines with regards to fixture hole sizing depending on the hole type: Standard fixture holes are ¹ ₁₆" larger than the nominal anchor diameter. Oversized fixture holes are ¹ ₈ -³ ₁₆" larger than the nominal anchor diameter, depending upon the specific anchor diameter. Standard fixture hole Oversized fixture hole Use the following table to identify which diameter Titen HD to use based on the fixture hole type and diameter. In most cases where a smaller diameter Titen HD is called out in comparison to the competitor's larger diameter anchor, the Titen HD still generally provides allowable tension and shear load values comparable to or greater than those of the competitor's anchor. Hole Dimensions Titen HD Diameter 9/1 1/1 1-1/ point socket required. Recommended Fixture Hole 9/1 11/1 13/1 7/ 1/1 Reinstallation of Titen HD in Original ed Hole Titen HD anchors may be removed and reinstalled in the original hole without reducing load capacity if the threads that were cut into the concrete during the original installation are followed. Start reinstallation of the anchor by hand to prevent cross-threading and a possible reduction in load capacity. Catalog C-SAS- Copyright SIMPSON STRONG-TIE CO., INC.
TITEN HD Heavy Duty Screw Anchor for & Masonry s in Normal-Weight f'c >= 0 psi (13. MPa) f'c >= 3000 psi (20.7 MPa) f'c >= 000 psi (27. MPa) 3 (9) 3 (7),297 7,07 (31.) 37 (1.) 1,07 (.) 1,770 (7.9) 1,31 (.) 2,11 (9.),20 (27.) 9,20 (3.7) 1,3 (.) 1,0 (.9) 2, (.9), (20.) 1,1 (.1) 1,00 (.2),0 (29.3) 1, 3 (92) (2) 7,13 (33.0) (1.) 1, (.3) 2,270 (.1),72 (7.) 00 2, (11.9) (1),27 297 (1.3) 2,70 (11.) 3,20 (1.) 1,0 (9.) 2,31 (.) 3,9 (17.), (20.) 1,1 (.1) 1,00 (.2),0 (29.3) 1, 1/ () (7),72 (3.9) 1 2,1 (9.7) 2,30 (11.7),2 1,0 3,070 (13.7) (1),93 (7.) 1,7 (7.) 3,20 (1.) 3,9 (17.) 1,0 (3.1),70 (20.),7 (20.) 1,170 (.2) 1,0 (.3),0 (29.3) 1,,30 (.0) 1,09 (.9) 2, (11.) 3,70 (1.) 17,2 (77.) 1,91,3 (19.) (1) 13,7 (1.2) 1,01 (.) 3,0 (1.3),0 (1.0) 1,0 (3.1) 1,73 (7.),70 (20.) See Notes Below s in Normal-Weight Catalog C-SAS- Copyright SIMPSON STRONG-TIE CO., INC. 3 (9) 3 (92) (1) 1/ () (1) 7 (191) 9 (229) f'c >= 0 psi (13. MPa),33 (2.3),377 (2.),3 (2.) 9,32 (1.) 11,319 (0.3) 7,7 (3.),70 (3.7),9 (.) 7,32 (3.) 11,222 1,00 (.) 1,2 1,2 1,30 (.1) 2,227 2,900 (.9) 1, 1,9 1,0 2,330 (.) 2,30 (.) 1,90 (.) 2,17 (9.7) 3, (13.9) 1,90 (.7) 2,0 (.) f'c >= 3000 psi (20.7 MPa) 1, (7.) 1,70 (7.) 2,00 (9.1) 2,79 (.) 3,0 (13.) 2,220 3,1 (1.2) 3,90 (17.3) 2,1 (.7),90 (20.0) f'c >= 000 psi (27. MPa) 9,97 (.) 13,027 (7.9) 97 9,97 (.) 1,07 (2.) 1,0 11,0 (1.0) 2,0 (9.) 2,3 (.) 1,70 1,70 2,9 (7.) 3,2 (1.) 3,2 (1.) 2,9 (11.1),0,0 2,,170 (27.) (1) 19,793 (.0) 3,7 (1.),90 (22.0),0 2,0 (9.) 79 (3.),170 (27.) 1. The allowable loads listed are based on a safety factor of.0. 2. loads may be increased 33¹ ₃% for short term loading due to wind or 3. Refer to allowable load adjustment factors for spacing and edge distance on pages -9.. The minimum concrete thickness is 1¹ ₂ times the embedment depth.. Tension and Shear loads for the Titen HD may be combined using the elliptical interaction equation (n=⁵ ₃). load may be interpolated for concrete compressive strengths between 0 psi and 000 psi. See page for an
TITEN HD Heavy Duty Screw Anchor for & Masonry Titen HD s in Normal-Weight, Load Applied Parallel to 3 1/ (3) 3 (9) 3 1/ (3) 3 (9) 1 () 1 () Based on Distance f'c >= psi (17.2 MPa),0,0 (30.) 7,00 (3.7),20 (21.) 7,00 (31.) 7 (2.) 0 (3.) 300 (1.3) (2.) 1,2 1,1 (.2) 1,30 (.) 1,7 (7.) 1,90 (.7) 1,20 (.3) 1,0 (7.0) 1,7 (7.9) See page for an 1. The allowable loads listed are based on a safety factor of.0. 2. loads may be increased 33¹ ₃% for short term loading due to wind or 3. The minimum concrete thickness is 1¹ ₂ times the embedment depth. s in Normal Weight Stemwall Stemwall Width M 1. The allowable loads are based on a factor of safety of.0. 2. loads may be increased 33¹ ₃% for short term loading due to wind or M 1 () (111) f'c >= psi (17.2 MPa) 1,20 (.) 1,20 (3.) 3, (17.1) 3,70 f'c >= 00 psi (31.0 MPa) 20,300 (90.3) 19,00 (.7) 3. The minimum anchor spacing is 1 inches.. The minimum concrete thickness is inches.. loads may be interpolated for compressive strengths between 2,00 and,00 psi. Tension and s in Lightweight over Metal Deck 3 (7) (2) (7) 1. The allowable loads listed are based on a safety factor of.0. 2. tension loads for anchors installed in the concrete side may be increased 33¹ ₃% for short-term loading due to wind or shear loads for anchors installed through the metal deck side shall not be increased for wind or seismic forces. f'c >= 3000 psi (20.7 Mpa) Lightweight 2,0 (11.) 0 (2.) 3,00 (13.),07 (22.),70 (21.2) Install in 70 (3.) 3,0 (13.) 77 (3.) s in Normal Weight, Load Applied at 0-degree Angle to Horizontal for Tilt-Up Wall Braces f'c >= 3000 psi (20.7 Mpa) Lightweight,20 (1.9) (7) (7) 13,20 (9.7) 1, (7.) 1. The allowable loads are based on a safety factor of 2.0 for tilt-up wall braces. 2. Anchor must be installed into a concrete floor slab, footing, or deadman with sufficient area, weight, and strength to resist the anchorage load. 1,00 (.7),30 (2.) 1,9,30 (2.) 1,9 3. loads for anchors installed in the lower flute of the steel deck are for flutes with a trapezoidal profile with a depth of 3 inches, and a width varying from ¹ ₂ inches at the bottom to 7¹ ₂ inches at the top. The spacing of the flutes is inches. The metal deck must be minimum 20-gage with a minimum yield strength of 3 ksi and minimum ultimate strength of ksi. Tension Applied at 0-degrees to Horizontal f'c >= psi (17.2 MPa) 1,273 9 (.3),7 (29.) 7,90 (33.) 3. Testing was performed using a Meadow-Burke brace shoe.. Titen HD has been qualified for temporary outdoor use of up to 90 days through testing for this application. Install through Metal Deck f'c >= 3000 psi (20.7 Mpa) f'c >= 3000 psi (20.7 Mpa) Lightweight Lightweight,20 (2.1) 1,3 (.0) 7,020 (31.2) 1,7 (7.),0 (1.2),0 (30.) 1,02 (.),90 (39.) 2,23,700 (7.) 1,7 (7.) 2,7 (11.9). Anchors may be installed off-center in the lower flute (up to 1¹ ₂" from the edge of the lower flute) without a load reduction.. 0% of the allowable load is permitted at critical edge distance and critical spacing. Testing at smaller edge distances and spacings has not been performed. Catalog C-SAS- Copyright SIMPSON STRONG-TIE CO., INC.
TITEN HD Heavy Duty Screw Anchor for & Masonry Tension and s in -inch Lightweight, Medium-Weight and Normal-Weight Grout Filled CMU M 3 (9) (10) 2,390 (.) 3,0 (1.3),300 (23.) 7,990 (3.) 1. The tabulated allowable loads are based on a safety factor of.0 for installations under the UBC. For installations under the IBC and IRC, use a safety factor of.0 (multiply the tabulated allowable loads by 0.0). 2. Values for -inch wide CMU Grade N, Type II, lightweight, medium-weight and normal weight concrete masonry units conforming to UBC Standard 21- or ASTM C90. 3. The masonry units must be fully grouted with grout complying with UBC Section 23. or IBC Section 23... Mortar is prepared in accordance with UBC Section 23.3 and UBC Standard 21-1, or IBC Section 23.7. Values for -inch Light, Medium or Normal Weight Grout Filled CMU Anchor Installed in the Face of the CMU Wall (See Figure 1) 00 0 (3.) 1,32 (.9) 2,000 (.9),30 (19.3),920 (30.),20 (.) 1,000 (.7) 1,0 (.) 1,730 2,0 (11.) 3,70 (1.7) See page for an. The minimum specified compressive strength of masonry, f'm at 2 days is 1,00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit. 7. loads may be increased 33¹ ₃% for short-term loading due to wind or. Grout filled CMU wall design must satisfy applicable design standards and be capable of withstanding applied loads. 9. Refer to allowable load adjustment factors for spacing and edge distance on page 1. Figure 1 Install minimum 1¹ ₄" from vertical head joints and T joints Catalog C-SAS- Copyright SIMPSON STRONG-TIE CO., INC. Tension and s in -inch Lightweight, Medium-Weight and Normal-Weight Hollow CMU 1 () 1 () 1 () 1 () M (2) M 0 (3.9) -inch Hollow CMU Loads Based on CMU Strength Anchor Installed in Face Shell (See Figure 2) (2) (2) (2) 720 70 (3.) 00 (3.) (1.0) 190 (1.1) (1.2) 220 (1.2) s 1,20 1,20 1,20 1,20 Tension and s in " Wide Lightweight, Medium-Weight and Normal-Weight Grout Filled CMU Stem Wall M M 2,0 71 3 (1.) 3 (1.) 3 (1.) 3 (1.) 1. The tabulated allowable loads are based on a safety factor of.0 for installations under the UBC. For installations under the IBC and IRC, use a safety factor of.0 (multiply the tabulated allowable loads by 0.0). 2. Values for -inch wide CMU Grade N, Type II, lightweight, medium-weight and normal weight concrete masonry units conforming to UBC Standard 21- or ASTM C90. 3. The minimum specified compressive Figure 2 strength of masonry, f'm at 2 days is 1,00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit and is based on the anchor being embeded an additional ¹ ₂ inch through 1¹ ₄" thick face shell.. loads may not be increased for short-term loading due to wind or seismic forces. CMU wall design must satisfy applicable design standards and be capable of withstanding applied loads. -inch Grout Filled CMU Loads Based on CMU Strength Tension Shear Perp. to Shear Parallel to Anchor Installed in Cell Opening or Web (Top of Wall) (See Figure 3) 1 (.) 1 (.) 2,0 71 00 (3.) 00 (3.) (0.9) (0.9) 2,920 (13.0) 3,30 (1.0) 730 (3.) Figure 3 Anchor installed in top of wall 1. The tabulated allowable loads are based on a safety factor of.0 for installations under the UBC. For installations under the IBC and IRC, use a safety factor of.0 (multiply the tabulated allowable loads by 0.0). 2. Values are for -inch wide CMU, Grade N, Type II, lightweight, medium-weight, and normal-weight concrete masonry units conforming to UBC Standard 21- or ASTM C90. 3. The masonry units must be fully grouted with grout complying with UBC Section 23. or IBC section 23.7.. The minimum specified compressive strength of masonry, f'm, at 2 days is 1,00 psi.. loads may be increased 33 1/3% for short-term loading due to wind or. Grout filled CMU wall design must satisfy applicable design standards and be capable of withstanding applied design loads. 7. Loads are based on anchor installed in either the web or grout-filled cell opening in the top of wall. 7