Submittal / Substitution Request

Size: px
Start display at page:

Download "Submittal / Substitution Request"

Transcription

1 Submittal / Substitution Request SUBMITTED TO: To: Firm: Project: Submitted Product: SIMPSON STRONG-TIE WEDGE-ALL WEDGE ANCHOR 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: 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-WASUB11 4/11 Exp. 6/12 1

2 Table of Contents Simpson Strong-Tie Wedge-All Technical Information ICC-ES ESR-1396 State of Florida approval number FL To view the approval, visit our website at (under Information & Downloads Documents Code Reports) or access the Florida Department of Community Affairs website at Mechanical Anchors Material Safety Data Sheet T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 2

3 WEDGE-ALL Wedge Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. Mechanical Anchors The Wedge-All wedge anchors are a non-bottom bearing, wedge-style expansion anchor for use in solid concrete or grout-filled masonry. A one-piece clip ensures uniform holding capacity that increases as tension is applied. The threaded stud version is available in eight diameters and multiple lengths. A single size tie-wire version is available for wire supported fixtures. Threaded studs are set by tightening the nut. Tie-wire anchors are set with the claw end of a hammer. WEDGE-ALL SPECIAL FEATURES: Onepiecewraparoundclip Threaded end is chamfered for ease of starting nut Mostsizesfeaturefullthreadforaddedversatility MATERIAL: Carbon and stainless steel FINISH: Carbon steel anchors are available zinc plated or mechanically galvanized. CODES: ICC-ES ESR-1396 (CMU); City of L.A. RR24682; Factory Mutual and ; Florida FL ; Underwriters Laboratories File Ex360; Meets requirements of Federal Specifications A-A-1923A, Type 4. The Tie-Wire anchor is not code listed. The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. TEST CRITERIA: The Wedge-All anchor has been tested in accordance with ICC-ES's Acceptance Criteria for Expansion Anchors (AC01) for the following: Statictensionand shear loading Seismicandwindloading Combinationtensionandshearloading andminimumedgedistance INSTALLATION: Holesinmetalixturestobemountedshouldexceednominal anchor diameter by ¹ ₁₆" for ¹ ₄" thru ⁵ ₈" diameter anchors, and by ¹ ₈" for all other diameters. DonotuseanimpactwrenchtosetortightentheWedge-All. Caution: Oversized holes in the base material will make it difficult to set the anchor and will reduce the anchor's load capacity. Threaded studs: Drillaholeinthebasematerialusingacarbidedrillbitthesame diameterasthenominaldiameteroftheanchortobeinstalled.drill the hole to the specified embedment depth 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. Assembletheanchorwithnutandwashersothetopofthenutis flush with the top of the anchor. Place the anchor in the fixture and drive into the hole until washer and nut are tight against fixture. Tightentotherequiredinstallationtorque. Tie-Wire: Drillaholeatleast1¹ ₂" deep using a ¹ ₄" diameter carbide tipped bit. Drivetheanchorintotheholeuntiltheheadisseated against the base material. Settheanchorbyprying/pullingtheheadwiththeclawend of the hammer. SUGGESTED SPECIFICATIONS: Wedge anchors shall be a threaded stud with an integral cone expander and a single piece expansion clip. The stud shall be carbon steel with a minimum 70,000 psi tensile strength, or type 303, 304 or 316 stainless steel, as called for on the drawings. Anchors shall meet Federal Specification A-A-1923A, Type 4. Anchors shall be Wedge-All anchors from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed following the Simpson Strong-Tie instructions for Wedge-All anchors. Wedge-All Anchor Tie-Wire Anchor (Zinc plate only) Wedge-All Anchor Installation Sequence Tie-Wire Anchor Installation Sequence Wedge-All Anchor Installation Data Wedge-All Dia. () Length Identification Head Marks on Wedge-All Anchors (corresponds to length of anchor inches). ¹ ₄ ³ ₈ ¹ ₂ ⁵ ₈ ³ ₄ ⁷ ₈ 1 1¹ ₄ Bit Size () ¹ ₄ ³ ₈ ¹ ₂ ⁵ ₈ ³ ₄ ⁷ ₈ 1 1¹ ₄ MFixtureHole() ⁵ ₁₆ ⁷ ₁₆ ⁹ ₁₆ ¹¹ ₁₆ ⁷ ₈ 1 1¹ ₈ 1³ ₈ Wrench Size () ⁷ ₁₆ ⁹ ₁₆ ³ ₄ ¹⁵ ₁₆ 1¹ ₈ 1⁵ ₁₆ 1¹ ₂ 1⁷ ₈ Mark A B C D E F G H I J K L M N O P Q R S T U V W X Y Z From 1¹ ₂ 2 2¹ ₂ 3 3¹ ₂ 4 ¹ ₂ 6 6¹ ₂ 7 8 8¹ ₂ 9 9¹ ₂ Up To But Not Including 2 2¹ ₂ 3 3¹ ₂ 4 ¹ ₂ 6 6¹ ₂ 7 8 8¹ ₂ 9 9¹ ₂

4 WEDGE-ALL Carbon- Wedge Anchors Wedge-All Anchor Product Data Carbon : Zinc Plated and Mechanically Galvanized Size () Carbon Model No. Mechanically Galvanized Model No. Drill Bit Dia. () Thread Length () Box Quantity Carton ¹ ₄ x 1¹ ₂ 3 TWD Holedia.is⁹ ₃₂ ¹ ₄ x 1³ ₄ WA2134 WA2134MG ¹⁵ ₁₆ ¹ ₄ ¹ ₄ x 2¹ ₄ WA2214 WA2214MG 1⁷ ₁₆ ¹ ₄ x 3¹ ₄ WA2314 WA2314MG 2⁷ ₁₆ ³ ₈ x 2¹ ₄ WA37214 WA37214MG 1¹ ₈ 0 20 ³ ₈ x 2³ ₄ WA37234 WA37234MG 1⁵ ₈ 0 20 ³ ₈ x 3 WA37300 WA37300MG 1⁷ ₈ 0 20 ³ ₈ x 3¹ ₂ WA37312 WA37312MG ³ ₈ 2¹ ₂ 0 20 ³ ₈ x WA37334 WA37334MG 2⁵ ₈ 0 20 ³ ₈ x WA3700 WA3700MG 3⁷ ₈ ³ ₈ x 7 WA37700 WA37700MG ⁷ ₈ ¹ ₂ x 2³ ₄ WA0234 WA0234MG 1⁵ ₁₆ 2 12 ¹ ₂ x WA0334 WA0334MG 2⁵ ₁₆ 2 12 ¹ ₂ x 4¹ ₄ WA0414 WA0414MG 2¹³ ₁₆ ¹ ₂ x ¹ ₂ WA012 WA012MG 4¹ ₁₆ ¹ ₂ ¹ ₂ x 7 WA0700 WA0700MG 4⁹ ₁₆ ¹ ₂ x 8¹ ₂ WA0812 WA0812MG ¹ ₂ x 10 WA0100 WA0100MG ¹ ₂ x 12 WA0120 WA0120MG ⁵ ₈ x 3¹ ₂ WA62312 WA62312MG 1⁷ ₈ ⁵ ₈ x WA62412 WA62412MG 2⁷ ₈ ⁵ ₈ x WA6200 WA6200MG ⁵ ₈ x 6 WA62600 WA62600MG 4³ ₈ ⁵ ₈ ⁵ ₈ x 7 WA62700 WA62700MG ³ ₈ ⁵ ₈ x 8¹ ₂ WA62812 WA62812MG ⁵ ₈ x 10 WA62100 WA62100MG ⁵ ₈ x 12 WA62120 WA62120MG ³ ₄ x 4¹ ₄ WA7414 WA7414MG 2³ ₈ ³ ₄ x 4³ ₄ WA7434 WA7434MG 2⁷ ₈ ³ ₄ x ¹ ₂ WA712 WA712MG 3⁵ ₈ ³ ₄ x WA7614 WA7614MG 4³ ₈ ³ ₄ ³ ₄ x 7 WA7700 WA7700MG ¹ ₈ ³ ₄ x 8¹ ₂ WA7812 WA7812MG ³ ₄ x 10 WA7100 WA7100MG ³ ₄ x 12 WA7120 WA7120MG 6 10 ⁷ ₈ x 6 WA87600 WA87600MG 2¹ ₈ 20 ⁷ ₈ x 8 WA87800 WA87800MG 2¹ ₈ 10 ⁷ ₈ ⁷ ₈ x 10 WA87100 WA87100MG 2¹ ₈ 10 ⁷ ₈ x 12 WA87120 WA87120MG 2¹ ₈ 10 1 x 6 WA16000 WA16000MG 2¹ ₄ 20 1 x 9 WA19000 WA19000MG 1 2¹ ₄ 10 1 x 12 WA11200 WA11200MG 2¹ ₄ 10 1¹ ₄ x 9 WA1290 WA1290MG 2³ ₄ 10 1¹ ₄ 1¹ ₄ x 12 WA1212 WA1212MG 2³ ₄ The published length is the overall length of the anchor. Allow one anchor diameter for the nut and washer thickness plus the fixture thickness when selecting the minimum length. 2. Special lengths are available on request. Load values are valid as long as minimum embedment depths are satisfied. 3. Tie-Wire Wedge-All anchor, overall length is 2". 4. Tie-Wire Wedge-All anchoralsoavailableinbulkquantityof2,000,modeltwd2112b.. Bulk packaged Wedge-All anchors available, call Simpson Strong-Tie for details. Material Specifications Carbon - Zinc Plated Component Materials Anchor Body Nut Washer Clip Material Meets minimum 70,000 psi tensile strength Carbon ASTM A 63, Grade A Material Specifications Carbon Carbon Carbon - Mechanically Galvanized 1 Component Materials Anchor Body Nut Washer Clip Material Meets minimum 70,000 psi tensile strength Carbon ASTM A 63, Grade A Carbon 1. Mechanical Galvanizing meets ASTM B69, Class, Type 1. Application: Interior environment, low level of corrosion resistance. See page 16 for more corrosion information. Carbon Application: Exterior unpolluted environment, medium level of corrosion resistance. Well suited to humid environments. See page 16 for more corrosion information. Mechanical Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 137

5 WEDGE-ALL Stainless- Wedge Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. Wedge-All Anchor Product Data - Stainless Size () 304/303 Stainless Model No Stainless Model No. 2 Drill Bit Dia. () Thread Length () Standard Quantity Mini-Pack Quantity -R Suffix in Model No. (see note below) Box Carton Box Carton ¹ ₄ x 1³ ₄ WA21344SS WA21346SS ¹⁵ ₁₆ ¹ ₄ x 2¹ ₄ WA22144SS WA22146SS ¹ ₄ 1⁷ ₁₆ ¹ ₄ x 3¹ ₄ WA23144SS WA23146SS 2⁷ ₁₆ ³ ₈ x 2¹ ₄ WA372144SS WA372146SS 1¹ ₈ ³ ₈ x 2³ ₄ WA372344SS WA372346SS 1⁵ ₈ ³ ₈ x 3 WA373004SS WA373006SS 1⁷ ₈ ³ ₈ x 3¹ ₂ WA373124SS WA373126SS ³ ₈ 2¹ ₂ ³ ₈ x WA373344SS WA373346SS 2⁵ ₈ ³ ₈ x WA37004SS WA37006SS 3⁷ ₈ ³ ₈ x 7 WA377004SS WA377006SS ⁷ ₈ ¹ ₂ x 2³ ₄ WA02344SS WA02346SS 1⁵ ₁₆ ¹ ₂ x WA03344SS WA03346SS 2⁵ ₁₆ ¹ ₂ x 4¹ ₄ WA04144SS WA04146SS 2¹³ ₁₆ ¹ ₂ x ¹ ₂ WA0124SS WA0126SS ¹ ₂ 4¹ ₁₆ ¹ ₂ x 7 WA07004SS WA07006SS ⁹ ₁₆ ¹ ₂ x 8¹ ₂ WA0812SS WA08123SS ¹ ₂ x 10 WA0100SS WA01003SS ¹ ₂ x 12 WA0120SS WA01203SS ⁵ ₈ x 3¹ ₂ WA623124SS WA623126SS 1⁷ ₈ ⁵ ₈ x WA624124SS WA624126SS 2⁷ ₈ ⁵ ₈ x WA62004SS WA62006SS ⁵ ₈ x 6 WA626004SS WA626006SS ⁵ ₈ 4³ ₈ ⁵ ₈ x 7 WA627004SS WA627006SS ³ ₈ ⁵ ₈ x 8¹ ₂ WA62812SS WA628123SS ⁵ ₈ x 10 WA62100SS WA621003SS ⁵ ₈ x 12 WA62120SS WA621203SS ³ ₄ x 4¹ ₄ WA74144SS WA74146SS 2³ ₈ ³ ₄ x 4³ ₄ WA74344SS WA74346SS 2⁷ ₈ ³ ₄ x ¹ ₂ WA7124SS WA7126SS 3⁵ ₈ ³ ₄ x WA76144SS WA76146SS ³ ₄ 4³ ₈ ³ ₄ x 7 WA77004SS WA77006SS ¹ ₈ ³ ₄ x 8¹ ₂ WA7812SS WA78123SS 2¹ ₄ ³ ₄ x 10 WA7100SS WA71003SS 2¹ ₄ ³ ₄ x 12 WA7120SS WA71203SS 2¹ ₄ ⁷ ₈ x 6 WA87600SS WA876003SS 2¹ ₈ ⁷ ₈ x 8 WA87800SS WA878003SS 2¹ ₈ ⁷ ₈ x 10 WA87100SS WA871003SS ⁷ ₈ 2¹ ₈ ⁷ ₈ x 12 WA87120SS WA871203SS 2¹ ₈ 10 1 x 6 WA16000SS WA160003SS 2¹ ₄ x 9 WA19000SS WA190003SS 1 2¹ ₄ x 12 WA11200SS WA112003SS 2¹ ₄ ¹ ₄ x 9 WA1290SS WA12903SS 2³ ₄ ¹ ₄ 8 1¹ ₄ x 12 WA1212SS WA12123SS 2³ ₄ Anchors with the SS suffix in the model number are manufactured from type 303 stainless steel, the remaining anchors (with the 4SS suffix) are manufactured from type 304 stainless steel. 303 stainless anchors may require extra lead time, call factory for details. Types 303 and 304 stainless steel perform equally well in certain corrosive environments. 2. Anchors with the 3SS suffix in the model number may require extra lead time. Call Simpson Strong-Tie for details. 3. These package quantities available in type 303 stainless steel only. 4. The published length is the overall length of the anchor. Allow one anchor diameter for the nut and washer thickness plus the fixture thickness when selecting a length.. Special lengths are available on request. Load values are valid as long as minimum embedment depths are satisfied. Mini Pack: These package quantities must be ordered with a -R suffix on the end of the standard model number. (example: WA0124SS-R). Material Specifications Anchor Body Type 303 and 304 Stainless 304/303 Stainless 1 Component Materials Nut Washer Clip Type 18-8 Stainless Type 18-8 Stainless Application: Exterior environment, high level of corrosion resistance. Resistant to organic chemicals, many inorganic chemicals, mild atmospheric pollution and mild marine environments (not in direct contact with salt water). See page 16 for more corrosion information. Application: Exterior environment, high level of corrosion resistance. Resistant to chlorides, sulfuric acid compounds and direct contact with salt water. See page 16 for more corrosion information. Type 304 or 316 Stainless 1. Type 303 and 304 stainless steels perform equally well in certain corrosive environments. Larger sizes are manufactured from type 303. Material Specifications Anchor Body Type 316 Stainless 316 Stainless 1 Component Materials Nut Washer Clip Type 316 Stainless Type 316 Stainless 1. Type 316 stainless steel provides the greatest degree of corrosion resistance offered by Simpson Strong-Tie. Type 304 or 316 Stainless 138

6 WEDGE-ALL Wedge Anchors Tension Loads for Carbon- Wedge-All (and Tie-Wire) Anchors in Normal-Weight Concrete Size ¹ ₄ 6 (6.4) ³ ₈ (9.) ¹ ₂ (12.7) ⁵ ₈ (1.9) ³ ₄ (19.1) ⁷ ₈ (22.2) 1 (2.4) 1¹ ₄ (31.8) Embed. Depth 1¹ ₈ (29) 2¹ ₄ (7) 1³ ₄ (44) 2⁵ ₈ (67) 2¹ ₄ (7) (114) 2³ ₄ (70) (114) ¹ ₂ (140) 6³ ₄ (171) 3⁷ ₈ (98) 7⁷ ₈ (200) (114) 9 (229) ⁵ ₈ (143) 9¹ ₂ (241) 2¹ ₂ (64) 2¹ ₂ (64) (9) (9) (9) (191) (191) (191) 8³ ₄ (222) 8³ ₄ (222) 10 (24) 10 (24) 12¹ ₂ (318) 12¹ ₂ (318) Spacing 1⁵ ₈ (41) 3¹ ₈ (79) 2³ ₈ (60) 3⁵ ₈ (92) 4³ ₄ (121) 3¹ ₈ (79) 4³ ₄ (121) 3⁷ ₈ (98) 7³ ₄ (197) 4³ ₄ (121) 7 (178) 9¹ ₂ (241) ³ ₈ (137) 11 (279) 12⁵ ₈ (321) 7⁷ ₈ (200) 13¹ ₄ (337) f'c 2000 psi (13.8 MPa) Concrete Ultimate Std. Dev. Allowable lbs. (kn) lbs. (kn) lbs. (kn) (3.0) (0.7) (0.8) 1, (8.) (1.3) (2.1) 1, (6.9) (1.2) (1.7) 3, (14.9) (2.1) (3.7) 3, (16.4) (2.6) (4.1) 3, (14.6) (3.9) (3.6) 6, ,10 (26.9) (2.9) (6.7) 6, ,740 (31.0) (3.7) (7.7) 4, ,130 (20.1) (0.) (.0) 8, ,00 (36.) (2.7) (9.1) 8, ,00 (36.) (2.8) (9.1) 6,760 1,42 1,690 (30.1) (6.) (7.) 10, ,10 (44.7) (2.4) (11.2) 10,040 1,88 2,10 (44.7) (7.1) (11.2) 7, ,870 (33.3) (3.7) (8.3) 17,040 1,66 4,260 (7.8) (7.0) (18.9) 1,400 2,440 3,80 (68.) (10.9) (17.1) 20,760 3,116,190 (92.3) (13.9) (23.1) 1,160 1,346 3,790 (67.4) (6.0) (16.9) 20,160 3,20,040 (89.7) (14.) (22.4) Tension Load f'c 3000 psi (20.7 MPa) Concrete Allowable lbs. (kn) 20 (0.9) 30 (2.4) (2.) 1,100 (4.9) 1,140 (.1) 1,070 (4.8) 1,98 (8.8) 2,30 (10.) 1,640 (7.3) 2,990 (13.3) 2,990 (13.3) 2,090 (9.3) 3,22 (14.3) 3,380 (1.0) 2,27 (10.1) 4,670 (20.8) 3,88 (17.3) 6,3 (28.3) 4,990 (22.2) 8,63 (38.4) 1. The allowable loads listed are based on a safety factor of Allowable loads may be increased by 33¹ ₃% for short-term loading due to wind or seismic forces where permitted by code. 3. Refer to allowable load-adjustment factors for edge distance and spacing on pages 144 and Drillbitdiameterusedinbasematerialcorrespondstonominalanchordiameter.. Allowable loads may be linearly interpolated between concrete strengths listed. 6. Allowable loads for ¹ ₄-inch size at 1¹ ₈-inch embedment apply to both the Wedge-All and Tie-Wire anchors. Installation torque does not apply to the Tie-Wire anchor. 7. The minimum concrete thickness is 1¹ ₂ times the embedment depth. Install. f'c 4000 psi (27.6 MPa) Concrete Torque ft-lbs Ultimate Std. Dev. Allowable (N-m) lbs. (kn) lbs. (kn) lbs. (kn) (4.3) (1.0) (1.1) 8 2, (10.8) (10.3) (0.) (2.6) 2, (12.8) (2.6) (3.2), , (24.2) (2.) (6.0) (40.7), ,360 (24.2) (1.4) (6.0), ,320 (23.) (3.8) (.9) 9,840 1,303 2, (43.8) (.8) (10.9) (81.3) 11,840 2,462 2,960 (2.7) (11.0) (13.2) 8, ,10 (38.3) (3.2) (9.6) 1,720 1,224 3, (69.9) (.4) (17.) (122.0) 1,720 1,116 3,930 (69.9) (.0) (17.) 9,960 1,324 2,490 (44.3) (.9) (11.1) 1,760 1,0 3, (70.1) (6.9) (17.) (203.4) 17,000 1,668 4,20 (7.6) (7.4) (18.9) 10,720 1,23 2,680 (47.7) (.6) (11.9) ,320 2,401,080 (271.2) (90.4) (10.7) (22.6) 1,680 1,876 3,920 (69.7) (8.3) (17.4) ,080 1,612 7,20 (406.7) (133.8) (7.2) (33.) 24, ,190 (110.1) (2.8) (27.) ,920 1,693 12,230 (42.3) (217.6) (7.) (4.4) See page 10 for an explanation of the load table icons Mechanical Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 139

7 WEDGE-ALL Wedge Anchors Shear Loads for Carbon- Wedge-All (and Tie-Wire) Anchors in Normal-Weight Concrete T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. Mechanical Anchors Size ¹ ₄ 6 (6.4) ³ ₈ (9.) ¹ ₂ (12.7) ⁵ ₈ (1.9) ³ ₄ (19.1) ⁷ ₈ (22.2) 1 (2.4) 1¹ ₄ (31.8) Embed. Depth 1¹ ₈ (29) 2¹ ₄ (7) 1³ ₄ (44) 2⁵ ₈ (67) 2¹ ₄ (7) (114) 2³ ₄ (70) (114) ¹ ₂ (140) 6³ ₄ (171) 3⁷ ₈ (98) 7⁷ ₈ (200) (114) 9 (229) ⁵ ₈ (143) 9¹ ₂ (241) 2¹ ₂ (64) 2¹ ₂ (64) (9) (9) (9) (191) (191) (191) 8³ ₄ (222) 8³ ₄ (222) 10 (24) 10 (24) 12¹ ₂ (318) 12¹ ₂ (318) Spacing 1⁵ ₈ (41) 3¹ ₈ (79) 2³ ₈ (60) 3⁵ ₈ (92) 4³ ₄ (121) 3¹ ₈ (79) 4³ ₄ (121) 3⁷ ₈ (98) 7³ ₄ (197) 4³ ₄ (121) 7 (178) 9¹ ₂ (241) ³ ₈ (137) 11 (279) 12⁵ ₈ (321) 7⁷ ₈ (200) 13¹ ₄ (337) f'c 2000 psi (13.8 MPa) Concrete Ultimate Std. Dev. Allowable lbs. (kn) lbs. (kn) lbs. (kn) (4.1) (0.2) (1.0) 230 (1.0) 2, (10.1) (0.4) (2.) 4, ,0 (18.8) (1.7) (4.7) 1,0 (4.7) 6, ,34 (29.2) (3.8) (6.0) 8, ,67 (36.3) (3.9) (7.) 1,67 (7.) 8,720 1,699 1,620 (38.8) (7.6) (7.2) 12, ,330 (.9) (1.8) (10.4) 2,330 (10.4) 11, ,840 (0.) (3.) (12.6) 18,430 1,921 4,610 (82.0) (8.) (20.) 4,610 (20.) 13,760 2,09 3,440 (61.2) (9.2) (1.3) 22, ,7 (99.2) (2.1) (24.8) 22,19 1,16,730 (100.2) (.1) (2.) 2, ,34 (112.9) (3.2) (28.2) 29,320 2,099 7,330 (130.4) (9.3) (32.6) 7,330 (32.6) Shear Load 1. The allowable loads listed are based on a safety factor of Allowable loads may be increased by 33¹ ₃% for short-term loading due to wind or seismic forces where permitted by code. 3. Refer to allowable load-adjustment factors for spacing and edge distance on pages 144, 14 and Drillbitdiameterusedinbasematerialcorrespondstonominalanchordiameter.. Allowable loads may be linearly interpolated between concrete strengths listed. 6. Allowable loads for ¹ ₄-inch size at 1¹ ₈-inch embedment apply to both the Wedge-All and Tie-Wire anchors. Installation torque does not apply to the Tie-Wire anchor. 7. The minimum concrete thickness is 1¹ ₂ times the embedment depth. f'c 3000 psi (20.7 MPa) Concrete Allowable lbs. (kn) 230 (1.0) 230 (1.0) 70 (2.) 1,0 (4.7) 1,0 (4.7) 1,48 (6.6) 1,80 (8.2) 1,80 (8.2) 1,900 (8.) 2,740 (12.2) 2,740 (12.2) 2,840 (12.6) 4,610 (20.) 4,610 (20.) 3,440 (1.3),7 (24.8),730 (2.) 6,34 (28.2) 7,330 (32.6) 7,330 (32.6) Install. f'c 4000 psi Torque (27.6 MPa) Concrete ft-lbs Allowable (N-m) lbs. (kn) 230 (1.0) (10.8) (1.0) 70 (2.) 1,0 30 (4.7) (40.7) 1,0 (4.7) 1,62 (7.2) 2, (9.0) (81.3) 2,020 (9.0) 2,180 (9.7) 3,14 90 (14.0) (122.0) 3,14 (14.0) 2,840 (12.6) 4, (20.) (203.4) 4,610 (20.) 3,440 (1.3) 200,7 (271.2) (24.8),730 (2.) 300 6,34 (406.7) (28.2) 7,330 (32.6) 400 7,330 (42.3) (32.6) See page 10 for an explanation of the load table icons 140

8 WEDGE-ALL Wedge Anchors Tension Loads for Stainless- Wedge-All Anchors in Normal-Weight Concrete Size ¹ ₄ (6.4) ³ ₈ (9.) ¹ ₂ (12.7) ⁵ ₈ (1.9) ³ ₄ (19.1) ⁷ ₈ (22.2) 1 (2.4) 1¹ ₄ (31.8) Embed. Depth 1¹ ₈ (29) 2¹ ₄ (7) 1³ ₄ (44) 2⁵ ₈ (67) 2¹ ₄ (7) (114) 2³ ₄ (70) (114) ¹ ₂ (140) 6³ ₄ (171) 3⁷ ₈ (98) 7⁷ ₈ (200) (114) 9 (229) ⁵ ₈ (143) 9¹ ₂ (241) 2¹ ₂ (64) 2¹ ₂ (64) (9) (9) (9) (191) (191) (191) 8³ ₄ (222) 8³ ₄ (222) 10 (24) 10 (24) 12¹ ₂ (318) 12¹ ₂ (318) Spacing 1⁵ ₈ (41) 3¹ ₈ (79) 2³ ₈ (60) 3⁵ ₈ (92) 4³ ₄ (121) 3¹ ₈ (79) 4³ ₄ (121) 3⁷ ₈ (98) 7³ ₄ (197) 4³ ₄ (121) 7 (178) 9¹ ₂ (241) ³ ₈ (137) 11 (279) 12⁵ ₈ (321) 7⁷ ₈ (200) 13¹ ₄ (337) f'c 2000 psi (13.8 MPa) Concrete 1 (0.7) 430 (1.9) 30 (1.6) 7 (3.4) 830 (3.7) 740 (3.3) 1,360 (6.0) 1,6 (7.0) 1,01 (4.) 1,84 (8.2) 1,84 (8.2) 1,20 (6.8) 2,260 (10.1) 2,260 (10.1) 1,68 (7.) 3,83 (17.1) 3,46 (1.4) 4,670 (20.8) 3,410 (1.2) 4,3 (20.2) Allowable Tension Load lbs. (kn) f'c 3000 psi (20.7 MPa) Concrete 18 (0.8) 47 (2.1) 00 (2.2) 990 (4.4) 1,02 (4.6) 96 (4.3) 1,78 (7.9) 2,11 (9.4) 1,47 (6.6) 2,690 (12.0) 2,690 (12.0) 1,880 (8.4) 2,90 (12.9) 3,040 (13.) 2,00 (9.1) 4,20 (18.7) 3,49 (1.),720 (2.4) 4,490 (20.0) 7,770 (34.6) 1. The allowable loads listed are based on a safety factor of Allowable loads may be increased by 33¹ ₃% for short-term loading due to wind or seismic forces where permitted by code. 3. Refer to allowable load-adjustment factors for edge distance and spacing on pages 144 and Drillbitdiameterusedinbasematerialcorrespondstonominalanchordiameter.. Allowable loads may be linearly interpolated between concrete strengths listed. 6. The minimum concrete thickness is 1¹ ₂ times the embedment depth. f'c 4000 psi (27.6 MPa) Concrete Install. Torque ft-lbs (N-m) 21 (1.0) 8 20 (10.8) (2.3) 60 (2.9) 1,22 30 (.4) (40.7) 1,22 (.4) 1,190 (.3) 2,21 60 (9.9) (81.3) 2,66 (11.9) 1,93 (8.6) 3,3 90 (1.7) (122.0) 3,3 (1.7) 2,240 (10.0) 3,4 10 (1.8) (203.4) 3,82 (17.0) 2,410 (10.7) 200 4,70 (271.2) (20.3) 3,30 (1.7) 300 6,770 (406.7) (30.1),70 (24.8) ,00 (42.3) (49.0) See page 10 for an explanation of the load table icons Mechanical Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 141

9 WEDGE-ALL Wedge Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. Mechanical Anchors Shear Loads for Stainless- Wedge-All Anchors in Normal-Weight Concrete Size ¹ ₄ (6.4) ³ ₈ (9.) ¹ ₂ (12.7) ⁵ ₈ (1.9) ³ ₄ (19.1) ⁷ ₈ (22.2) 1 (2.4) 1¹ ₄ (31.8) Embed. Depth 1¹ ₈ (29) 2¹ ₄ (7) 1³ ₄ (44) 2⁵ ₈ (67) 2¹ ₄ (7) (114) 2³ ₄ (70) (114) ¹ ₂ (140) 6³ ₄ (171) 3⁷ ₈ (98) 7⁷ ₈ (200) (114) 9 (229) ⁵ ₈ (143) 9¹ ₂ (241) 2¹ ₂ (64) 2¹ ₂ (64) (9) (9) (9) (191) (191) (191) 8³ ₄ (222) 8³ ₄ (222) 10 (24) 10 (24) 12¹ ₂ (318) 12¹ ₂ (318) Spacing 1⁵ ₈ (41) 3¹ ₈ (79) 2³ ₈ (60) 3⁵ ₈ (92) 4³ ₄ (121) 3¹ ₈ (79) 4³ ₄ (121) 3⁷ ₈ (98) 7³ ₄ (197) 4³ ₄ (121) 7 (178) 9¹ ₂ (241) ³ ₈ (137) 11 (279) 12⁵ ₈ (321) 7⁷ ₈ (200) 13¹ ₄ (337) f'c 2000 psi (13.8 MPa) Concrete 26 (1.2) 26 (1.2) 6 (2.9) 1,21 (.4) 1,21 (.4) 1,4 (6.9) 1,92 (8.6) 1,92 (8.6) 1,86 (8.3) 2,680 (11.9) 2,680 (11.9) 3,26 (14.),300 (23.6),300 (23.6) 3,9 (17.6) 6,410 (28.) 6,90 (29.3) 7,29 (32.4) 8,430 (37.) 8,430 (37.) Allowable Shear Load lbs. (kn) f'c 3000 psi (20.7 MPa) Concrete 26 (1.2) 26 (1.2) 6 (2.9) 1,21 (.4) 1,21 (.4) 1,710 (7.6) 2,130 (9.) 2,130 (9.) 2,18 (9.7) 3,10 (14.0) 3,10 (14.0) 3,26 (14.),300 (23.6),300 (23.6) 3,9 (17.6) 6,410 (28.) 6,90 (29.3) 7,29 (32.4) 8,430 (37.) 8,430 (37.) 1. The allowable loads listed are based on a safety factor of Allowable loads may be increased by 16% for short-term loading due to wind or seismic forces where permitted by code. 3. Refer to allowable load-adjustment factors for spacing and edge distance on pages 144, 14 and Drillbitdiameterusedinbasematerialcorrespondstonominalanchordiameter.. Allowable loads may be linearly interpolated between concrete strengths listed. 6. The minimum concrete thickness is 1¹ ₂ times the embedment depth. f'c 4000 psi (27.6 MPa) Concrete Install. Torque ft-lbs (N-m) 26 (1.2) 8 26 (10.8) (1.2) 6 (2.9) 1,21 30 (.4) (40.7) 1,21 (.4) 1,870 (8.3) 2,32 60 (10.3) (81.3) 2,32 (10.3) 2,0 (11.1) 3,61 90 (16.1) (122.0) 3,61 (16.1) 3,26 (14.), (23.6) (203.4),300 (23.6) 3,9 (17.6) 200 6,410 (271.2) (28.) 6,90 (29.3) 300 7,29 (406.7) (32.4) 8,430 (37.) 400 8,430 (42.3) (37.) See page 10 for an explanation of the load table icons 142

10 WEDGE-ALL Wedge Anchors Tension Loads for Carbon- Wedge-All (and Tie-Wire) Anchors in Sand-Lightweight Concrete over Metal Deck Size ¹ ₄ (TWD) (6.4) ¹ ₂ (12.7) ⁵ ₈ (1.9) ³ ₄ (19.1) Embed. Depth 1¹ ₂ (38) 2¹ ₄ (7) 2³ ₄ (70) See Notes 1 8 Below Size ¹ ₄ (TWD) (6.4) ¹ ₂ (12.7) ⁵ ₈ (1.9) ³ ₄ (19.1) Embed. Depth 1¹ ₂ (38) 2¹ ₄ (7) 2³ ₄ (70) 6³ ₄ (171) 8³ ₈ (213) 10 (24) 6³ ₄ (171) 8³ ₈ (213) 10 (24) Spacing 2³ ₄ (70) 4¹ ₈ (10) 6¹ ₈ (16) Spacing 2³ ₄ (70) 4¹ ₈ (10) 6¹ ₈ (16) Tension Load (Install in Concrete) f'c 3000 psi (20.7 MPa) Concrete Ultimate Std. Dev. Allow. lbs. (kn) lbs. (kn) lbs. (kn) 3,880 (17.3),920 (26.3) 7,140 (31.8) 228 (1.0) 239 (1.1) 37 (2.4) Shear Load (Install in Concrete) 970 (4.3) 1,480 (6.6) 1,78 (7.9) Shear Loads for Carbon- Wedge-All (and Tie-Wire) Anchors in Sand-Lightweight Concrete over Metal Deck f'c 3000 psi (20.7 MPa) Concrete Ultimate Std. Dev. Allow. lbs. (kn) lbs. (kn) lbs. (kn),7 (24.8) 8,900 (39.6) 10,400 (46.3) 377 (1.7) 742 (3.3) 49 (2.2) 1,39 (6.2) 2,22 (9.9) 2,600 (11.6) 1. The allowable loads listed are based on a safety factor of For installations in concrete (not through metal deck), allowable loads may be increased by 33¹ ₃% for short-term loading due to wind or seismic forces. 3. For installations through metal deck, allowable tension loads must be decreased 23% and allowable shear loads may be increased 33¹ ₃% for short-term loading due to wind or seismic forces. 4. Refer to allowable load-adjustment factors for edge distance on page 148. Tension and Shear Loads for Carbon- Wedge-All Anchors in Grout-Filled CMU Size ³ ₈ (9.) ¹ ₂ (12.7) ⁵ ₈ (1.9) ³ ₄ (19.1) Embed. Depth End Spacing Tension Load (Install through Metal Deck) f'c 3000 psi (20.7 MPa) Concrete Ultimate Std. Dev. Allow. lbs. (kn) lbs. (kn) lbs. (kn) 1, (6.4) (0.7) (1.6) 3, (17.2) (2.) (4.3), ,30 (23.2) (1.6) (.8) 6, ,60 (29.4) (4.0) (7.3) Shear Load (Install through Metal Deck) f'c 3000 psi (20.7 MPa) Concrete Ultimate Std. Dev. Allow. lbs. (kn) lbs. (kn) lbs. (kn) 1, (7.4) (2.8) (1.8) 7, ,81 (32.3) (2.7) (8.1) 8, ,140 (38.1) (0.) (9.) 11, ,760 (49.1) (1.4) (12.3) Install. Torque ft-lbs (N-m) 60 (81.3) 90 (122.0) 10 (203.4) Install. Torque ft-lbs (N-m) 60 (81.3) 90 (122.0) 10 (203.4) See page 10 for an explanation of the load table icons. 100% of the allowable load is permitted at critical spacing. loads at reduced spacing have not been determined. 6. Drill bit diameter used in base material corresponds to nominal anchor diameter. 7. The minimum concrete thickness is 1¹ ₂ times the embedment depth. 8. Metal deck must be minimum 20 gauge. 8" Grout-Filled CMU Allowable Load Based on CMU Strength Install. Torque Tension Load Shear Load ft-lbs Ultimate Std. Dev. Allow. Ultimate Std. Dev. (N-m) Allow. lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) Anchor Installed on the Face of the CMU Wall at Least 1¹ ₄ inch Away from Head Joint (See Figure) 2⁵ ₈ 12 10¹ ₂ 10¹ ₂ 1, , (67) (30) (267) (267) (7.6) (0.6) (1.) (14.9) (1.0) (3.0) (40.7) 3¹ ₂ , , ,070 3 (89) (30) (36) (36) (9.4) (0.6) (1.9) (23.8) (2.7) (4.8) (47.4) 4³ ₈ , , ,63 (111) (08) (44) (44) (13.9) (1.) (2.8) (36.4) (2.3) (7.3) (74.) ¹ ₄ (133) 20 (08) 21 (33) 1. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC. For installations under the UBC use a safety factor of 4.0 (multiply the tabulated allowable loads by 1.2). 2. Listed loads may be applied to installations on the face of the CMU wall at least 1¹ ₄ inch away from headjoints. 21 (33) 4,320 (19.2) 248 (1.1) 86 (3.8) 10,160 (4.2) 3. Values are for 8-inch-wide CMU Grade N, Type ll, lightweight, medium-weight and normal-weight concrete masonry units conforming to UBC standard 21-4 or ASTM C90. The masonry units must be fully grouted with grout complying with UBC section or IBC section Mortar must be Type M or S prepared in accordance with section of the UBC and UBC standard 21-1, or IBC section The specified compressive strength of masonry, f'm, at 28 days must be a minimum of 1,00 psi. 801 (3.6) 2,030 (9.0) 120 (162.6) 4. Embedment depth is measured from the outside face of the concrete masonry unit.. Drill bit diameter used in base material corresponds to nominal anchor diameter. 6. Allowable loads may be increased by 33¹ ₃ percent for short-term loading due to wind and seismic forces. 7. Tension and shear loads for the Wedge-All anchor may be combined using the parabolic interaction equation (n=⁵ ₃). 8. Refer to allowable load-adjustment factors for edge distance on page " 3" WEDGE-ALL ANCHOR UPPER FLUTE MIN " 4 1 2" 7 1 2" Lightweight Concrete On Metal Deck 4" MINIMUM EDGE DISTANCE MIN. 20 GAUGE STEEL DECK TIE-WIRE ANCHOR 9. Anchors installed in the bottom flute of the steel deck must have a minimum allowable edge distance of 1¹ ₂" from the inclined edge of the bottom flute. CRITICAL EDGE DISTANCE (SEE LOAD TABLE) INSTALLATIONS IN THIS AREA FOR FULL ALLOWABLE LOAD CAPACITY INSTALLATION IN THIS AREA FOR REDUCED ALLOWABLE LOAD CAPACITY 4" MINIMUM EDGE DISTANCE CRITICAL EDGE DISTANCE (SEE LOAD TABLE) NO INSTALLATION WITHIN 1¹ ₄" OF HEAD JOINT Shaded Area = Placement for Full and Reduced Allowable Load Capacity in Grout-Filled CMU T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 143

11 WEDGE-ALL ANCHOR Technical Information WEDGE-ALL Technical Information Load-Adjustment Factors for Carbon- and Stainless- Wedge-All Anchors in Normal-Weight Concrete: Distance, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/orshearloadapplication. 3. Locate the edge distance (C act ) at which the anchor is to be installed. 4. The load adjustment factor (f c ) is the intersection of the row and column.. Multiply the allowable load by the applicable load adjustment factor. 6. Reduction factors for multiple edges are multiplied together. T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. Mechanical Anchors Distance Tension (f c ) C act () Size ¹ ₄ ³ ₈ ¹ ₂ ⁵ ₈ ³ ₄ ⁷ ₈ 1 1¹ ₄ See page 10 for C cr 2¹ ₂ 8³ ₄ 10 12¹ ₂ an explanation of the load table C min 1 1¹ ₂ 2 2¹ ₂ 3 3¹ ₂ 4 icons f cmin ¹ ₂ ¹ ₂ ¹ ₂ ¹ ₂ ¹ ₂ ¹ ₂ ³ ₄ ¹ ₂ Distance Shear (f c ) (Shear Applied Perpendicular to ) C act () Size ¹ ₄ ³ ₈ ¹ ₂ ⁵ ₈ ³ ₄ ⁷ ₈ 1 1¹ ₄ C cr 2¹ ₂ 8³ ₄ 10 12¹ ₂ C min 1 1¹ ₂ 2 2¹ ₂ 3 3¹ ₂ 4 f cmin ¹ ₂ ¹ ₂ ¹ ₂ ¹ ₂ ¹ ₂ ¹ ₂ ³ ₄ ¹ ₂ See Notes Below 1. C act = actual edge distance at which anchor is installed (inches). 2. C cr = critical edge distance for 100% load (inches). 3. C min = minimum edge distance for reduced load (inches). 4. f c = adjustment factor for allowable load at actual edge distance.. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always = f cmin = adjustment factor for allowable load at minimum edge distance. 7. f c = f cmin + [(1 - f cmin) (C act - C min)/(c cr - C min)]. 144 Load-Adjustment Factors for Reduced Spacing: spacing is listed in the load tables. No adjustment in load is required when the anchors are spaced at critical spacing. No additional testing has been performed to determine the adjustment factors for spacing dimensions less than those listed in the load tables.

12 WEDGE-ALL WEDGE-ALL ANCHOR Technical Information Technical Information Load-Adjustment Factors for Carbon- and Stainless- Wedge-All Anchors in Normal-Weight Concrete: Distance and Shear Load Applied Parallel to How to use these charts: 1. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for a shear load application. 3. Locate the edge distance (C act ) at which the anchor is to be installed. 4. The load adjustment factor (f c ) is the intersection of the row and column.. Multiply the allowable load by the applicable load adjustment factor. 6. Reduction factors for multiple edges are multiplied together. Distance Shear (f c ) (Shear Applied Parallel to with End Distance ED min ) Size ¹ ₄ ³ ₈ ¹ ₂ ⁵ ₈ ³ ₄ ⁷ ₈ 1 1¹ ₄ See page 10 for C act () E ED min C cr C min 2¹ ₄ 9 2¹ ₂ 1 13¹ ₂ 1¹ ₂ 18 2 ¹ ₂ 22 2¹ ₂ 6³ ₄ ⁷ ₈ 31¹ ₂ 8³ ₄ 3¹ ₂ ¹ ₂ 38 12¹ ₂ f cmin ¹ ₂ ¹ ₂ ¹ ₂ TableisnotapplicabletoanchorswithED<ED m Factors from this table may not be combined with load-adjustment factors for shear loads applied perpendicular to edge. 2. C act = actual edge distance (measured perpendicular to direction of shear load) at which anchor is installed (inches). 3. C cr = critical edge distance (measured perpendicular to direction of shear load) for 100% load (inches). 4. C min = minimum edge distance (measured perpendicular to direction of shear load) for reduced load (inches)..ed=actualenddistance(measuredparalleltodirectionofshearload) at which anchor is installed (inches). 6.ED min = minimum edge distance (measured parallel to direction of shear load). 7. f c = adjustment factor for allowable load at actual edge distance. 8. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always = f cmin = adjustment factor for allowable load at minimum edge distance. 10. f c = f cmin + [(1 - f cmin ) (C act - C min )/(C cr - C min )]. an explanation of the load table icons Mechanical Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 14

13 WEDGE-ALL ANCHOR Technical Information WEDGE-ALL Technical Information Load-Adjustment Factors for Carbon- and Stainless- Wedge-All Anchors in Normal-Weight Concrete: Spacing, Tension Loads How to use these charts: 1. The following tables are for reduced spacing. 2. Locate the anchor size to be used for a tension load application. 3. Locate the anchor embedment (E) used for a tension load application. 4. Locate the spacing (S act ) at which the anchor is to be installed.. The load adjustment factor (f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load adjustment factor. 7. Reduction factors for multiple spacings are multiplied together. T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. Mechanical Anchors Spacing Tension (f s ) S act () Dia. ¹ ₄ ³ ₈ ¹ ₂ ⁵ ₈ See page 10 for E 1¹ ₈ 2¹ ₄ 1³ ₄ 2⁵ ₈ 2¹ ₄ 2³ ₄ ¹ ₂ S cr 1⁵ ₈ 3¹ ₈ 2³ ₈ 3⁵ ₈ 4³ ₄ 3¹ ₈ 4³ ₄ 3⁷ ₈ 7³ ₄ S min ⁵ ₈ 1¹ ₈ ⁷ ₈ 1³ ₈ 1³ ₄ 1¹ ₈ 1³ ₄ 2¹ ₄ 1³ ₈ 2¹ ₄ 2³ ₄ f smin ³ ₄ ¹ ₄ ¹ ₂ ³ ₄ ¹ ₄ ¹ ₂ ³ ₄ ¹ ₂ See Notes Below Spacing Tension (f s ) Dia. ³ ₄ ⁷ ₈ 1 1¹ ₄ E 6³ ₄ 3⁷ ₈ 7⁷ ₈ 9 ⁵ ₈ 9¹ ₂ S act S () cr 4³ ₄ 7 9¹ ₂ ³ ₈ 11 12⁵ ₈ 7⁷ ₈ 13¹ ₄ S min 1³ ₄ 2¹ ₂ 2 4 2¹ ₄ 2⁷ ₈ 4³ ₄ f smin E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches). 3. S cr = critical spacing distance for 100% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always = f smin = adjustment factor for allowable load at minimum spacing distance. 8. f s = f smin + [(1 - f smin) (S act - S min)/(s cr - S min)]. an explanation of the load table icons 146

14 WEDGE-ALL ANCHOR Technical Information Load-Adjustment Factors for Carbon- and Stainless- Wedge-All Anchors in Normal-Weight Concrete: Spacing, Shear Loads How to use these charts: 1. The following tables are for reduced spacing. 2. Locate the anchor size to be used for a shear load application. 3. Locate the anchor embedment (E) used for a shear load application. 4. Locate the spacing (S act ) at which the anchor is to be installed.. The load adjustment factor (f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load adjustment factor. 7. Reduction factors for multiple spacings are multiplied together. Spacing Shear (f s ) S act () Dia. ¹ ₄ ³ ₈ ¹ ₂ ⁵ ₈ See page 10 for E 1¹ ₈ 2¹ ₄ 1³ ₄ 2⁵ ₈ 2¹ ₄ 2³ ₄ ¹ ₂ S cr 1⁵ ₈ 3¹ ₈ 2³ ₈ 3⁵ ₈ 4³ ₄ 3¹ ₈ 4³ ₄ 3⁷ ₈ 7³ ₄ S min ⁵ ₈ 1¹ ₈ ⁷ ₈ 1³ ₈ 1³ ₄ 1¹ ₈ 1³ ₄ 2¹ ₄ 1³ ₈ 2¹ ₄ 2³ ₄ f smin ³ ₄ ¹ ₄ ¹ ₂ ³ ₄ ¹ ₄ ¹ ₂ ³ ₄ ¹ ₂ See Notes Below Spacing Shear (f s ) Dia. ³ ₄ ⁷ ₈ 1 1¹ ₄ E 6³ ₄ 3⁷ ₈ 7⁷ ₈ 9 ⁵ ₈ 9¹ ₂ S act S () cr 4³ ₄ 7 9¹ ₂ ³ ₈ 11 12⁵ ₈ 7⁷ ₈ 13¹ ₄ S min 1³ ₄ 2¹ ₂ 2 4 2¹ ₄ 2⁷ ₈ 4³ ₄ f smin E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches). 3. S cr = critical spacing distance for 100% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always = f smin = adjustment factor for allowable load at minimum spacing distance. 8. f s = f smin + [(1 - f smin) (S act - S min)/(s cr - S min)]. an explanation of the load table icons Mechanical Anchors T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 147

15 WEDGE-ALL ANCHOR Technical Information Load-Adjustment Factors for Carbon- Wedge-All Anchors in Sand-Lightweight Concrete: Distance, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance. 2.Locatetheanchorsizetobeusedforeitheratensionand/or shear load application. 3. Locate the edge distance (C act ) at which the anchor is to be installed. 4. The load adjustment factor (f c ) is the intersection of the row and column.. Multiply the allowable load by the applicable load adjustment factor. 6. Reduction factors for multiple edges are multiplied together. Mechanical Anchors Distance Tension (f c ) C act () Size ¹ ₄ ¹ ₂ ⁵ ₈ ³ ₄ C cr 6³ ₄ 8³ ₈ 10 C min 1³ ₈ 2³ ₄ 4 f cmin ³ ₈ ¹ ₂ ¹ ₂ ³ ₄ ¹ ₂ ¹ ₂ ¹ ₂ ³ ₄ ³ ₈ ¹ ₂ ¹ ₂ See Notes Below Distance Shear (f c ) (Shear Applied Perpendicular to ) C act () Size ¹ ₄ ¹ ₂ ⁵ ₈ ³ ₄ C cr 6³ ₄ 8³ ₈ 10 C min 1³ ₈ 2³ ₄ 4 See page 10 for an f cmin ³ ₈ ¹ ₂ ¹ ₂ ³ ₄ ¹ ₂ ¹ ₂ ¹ ₂ ³ ₄ ³ ₈ ¹ ₂ ¹ ₂ See Notes Below explanation of the load table icons Load-Adjustment Factors for Carbon- Wedge-All Anchors in Face of Wall Installation in 8" Grout-Filled CMU: Distance, Tension and Shear Loads T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. 148 Distance Tension (f c ) Size ³ ₈ ¹ ₂ ⁵ ₈ ³ ₄ C cr C min f cmin C act () Load-Adjustment Factors for Reduced Spacing: spacing is listed in the load tables. No adjustment in load is required when the anchors are spaced at critical spacing. No additional testing has been performed to determine the adjustment factors for spacing dimensions less than those listed in the load tables. Distance Shear (f c ) Size ³ ₈ ¹ ₂ ⁵ ₈ ³ ₄ C cr C min f cmin C act () C act = actual edge distance at which anchor is installed (inches). 2. C cr = critical edge distance for 100% load (inches). 3. C min = minimum edge distance for reduced load (inches). 4. f c = adjustment factor for allowable load at actual edge distance.. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always = f cmin = adjustment factor for allowable load at minimum edge distance. 7. f c = f cmin + [(1 - f cmin) (C act - C min) /(C cr - C min)].

16 Æ Æ Æ Æ Æ Æ Æ Æ Æ T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

17 T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC

18 T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC.

19 c crit c min s crit AT DISTANCES CRITICAL EDGE DISTANCE, c crit, s crit T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC.

20 c crit c min s crit c crit, s crit c crit c min T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC.

21 T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC.

22 Æ Æ Æ Æ Æ Æ T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC.

23 T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC.

24 T-SAS-WASUB SIMPSON STRONG-TIE COMPANY INC.

WEDGE-ALL Wedge Anchors

WEDGE-ALL Wedge Anchors WEDGE-ALL Wedge Anchors The Wedge-All wedge anchors are a non-bottom bearing, wedge-style expansion anchor for use in solid concrete or grout-fi lled masonry. A one-piece clip ensures uniform holding capacity

More information

Drop-In Internally Threaded Anchor (DIAB) Mechanical Anchors. Key features. Material: Carbon steel. Coating: Zinc plated

Drop-In Internally Threaded Anchor (DIAB) Mechanical Anchors. Key features. Material: Carbon steel. Coating: Zinc plated Drop-In Internally Threaded Anchor (DIAB) Expansion shell anchors for use in solid base materials Simpson Strong-Tie introduces a new, redesigned Drop-In Anchor (DIAB) that provides easier installation

More information

l DESCRIPTION l FEATURES l LIMITATIONS l TYPICAL APPLICATIONS l MATERIAL SPECIFICATIONS TECHNICAL MANUAL SECTION 2.3 PAGE 1 / 6

l DESCRIPTION l FEATURES l LIMITATIONS l TYPICAL APPLICATIONS l MATERIAL SPECIFICATIONS TECHNICAL MANUAL SECTION 2.3 PAGE 1 / 6 www.ucanfast.com TECHNICAL MANUAL SECTION 2.3 PAGE 1 / 6 l DESCRIPTION The UCAN WAG anchor is a fully threaded torque controlled expansion anchor assembled with a three segment expansion clip. All parts

More information

TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE

TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE www.ucanfast.com TECHNICAL MANUAL SECTION 2.2 PAGE 1 / 10 ä DESCRIPTION UCAN TZ torque controlled mechanical expansion wedge anchors have a Category 1 classification. They are used to resist static, wind

More information

Mechanical Anchoring Systems HDA Undercut Anchor Product description. HDA-P Undercut Anchor Pre-Set Type

Mechanical Anchoring Systems HDA Undercut Anchor Product description. HDA-P Undercut Anchor Pre-Set Type Mechanical Anchoring Systems 3.3 3.3.1 HDA Undercut Anchor 3.3.1.1 Product description The Hilti HDA undercut anchor is a heavy-duty mechanical anchor with carbide-tipped undercut segments used to perform

More information

TorqBolt Wedge Anchors Torque Controlled Expansion Anchor

TorqBolt Wedge Anchors Torque Controlled Expansion Anchor TorqBolt Wedge Anchors Torque Controlled Expansion Anchor Product Description The Torqbolt wedge anchor is a torque-controlled, wedge expansion anchor for heavy duty fastening applications where high pull

More information

Anchor Component Material Standard Mechanical Properties

Anchor Component Material Standard Mechanical Properties SECTION 4.1 PAGE 1 / 5 l description The UCAN sleeve anchor is a light-medium duty anchor ideal for applications in concrete, hollow block and brick. It is a mechanical expansion anchor assembled with

More information

Hilti, Inc South 122 nd East Avenue Tulsa, OK

Hilti, Inc South 122 nd East Avenue Tulsa, OK Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,

More information

CIA-EA Technical Data Sheet

CIA-EA Technical Data Sheet Description Our CIA-EA Epoxy Acrylate adhesive anchor system has been specially formulated as a high-performance, two component adhesive anchor system for threaded bars in uncracked concrete. Base Material

More information

CHEMICAL. Straight cut rod is provided in the materials listed below and includes nuts / washers.

CHEMICAL. Straight cut rod is provided in the materials listed below and includes nuts / washers. 161 STRAIGHT CUT ROD Straight cut rod is provided in the materials listed below and includes nuts / washers. Straight Rod 22-1/2 Bent Rod A 307 THREADED ANCHOR ROD, ZINC PLATED (ASTM B633, CLEAR CHROMATE)

More information

DIVISION: CONCRETE SECTION: CONCRETE ANCHORS DIVISION: METALS SECTION: POST INSTALLED CONCRETE ANCHORS

DIVISION: CONCRETE SECTION: CONCRETE ANCHORS DIVISION: METALS SECTION: POST INSTALLED CONCRETE ANCHORS 0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2691 Reissued 04/2017 This report is subject to renewal 04/2019. DIVISION: 03 00 00 CONCRETE

More information

Hilti, Inc South 122 nd East Avenue Tulsa, OK

Hilti, Inc South 122 nd East Avenue Tulsa, OK Attached are page(s) from the 2011 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,

More information

The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS. zinc-plated steel stainless steel hot-dip galvanised steel

The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS. zinc-plated steel stainless steel hot-dip galvanised steel The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS APPROVALS zinc-plated steel stainless steel hot-dip galvanised steel BUILDING MATERIALS Approved for: Concrete C20/25 to C50/60,

More information

Code Compliance Research Report CCRR-0145

Code Compliance Research Report CCRR-0145 Code Compliance Research Report CCRR-0145 Issue Date: 11-16-2009 Revision Date: 11-29-2018 Renewal Date: 11-18-2019 DIVISION: 05 - Metals Section: 05 50 00 Metal Fabrications Marshall Stamping Company

More information

Code Compliance Research Report CCRR-0145

Code Compliance Research Report CCRR-0145 Code Compliance Research Report CCRR-0145 Issued: 11-16-2009 Renewal Due: 11-18-2018 Revised: 11-28-2017 DIVISION: 05 - Metals Section: 05 50 00 Metal Fabrications MARSHALL STAMPING COMPANY 355 Glade Mills

More information

SAFETY JOURNAL FOR GIPFEL WEDGE ROCK ANCHOR BOLTS

SAFETY JOURNAL FOR GIPFEL WEDGE ROCK ANCHOR BOLTS SAFETY JOURNAL FOR GIPFEL WEDGE ROCK ANCHOR BOLTS NOTE: Here we are only talking about the wedge type expansion bolts. How do rock anchors fail? A rock anchor assembly mainly comprises of a Hanger and

More information

KINETICS Seismic Design Manual

KINETICS Seismic Design Manual KCAB Wedge Type Anchor Selection Guide For wedge type concrete anchors, the factor of safety is computed using the following equation. F.S. 1 = 1/[(T/T A ) (5/3) + (P/P A ) (5/3) ] (Eq. P1.3.1-1) Where:

More information

1) INTRODUCTION 2) THE UNFAIR ADVANTAGE

1) INTRODUCTION 2) THE UNFAIR ADVANTAGE 1 1) INTRODUCTION 2) THE UNFAIR ADVANTAGE and Stingray earth anchors are driven tipping plate soil anchors for reaction of tensile loads. anchors have ultimate capacities up to 20 tons, and Stingray anchors

More information

HIT-HY 200 Adhesive Anchor Technical Supplement. One giant leap. Hilti. Outperform. Outlast.

HIT-HY 200 Adhesive Anchor Technical Supplement. One giant leap. Hilti. Outperform. Outlast. HIT-HY 200 Adhesive Anchor Technical Supplement One giant leap. Hilti. Outperform. Outlast. HIT-HY 200 Safe Set Technology One giant leap. The new Hilti HIT-HY 200 Adhesive Anchoring System is out of this

More information

TYPE: LSF - LIFTING STUD FOOT ANCHOR DESCRIPTION: The design of the anchor means no additional reinforcement is required as the forces are transferred into the concrete from the design of the foot of the

More information

Also suitable for: Concrete C12/15. For fixing of: Steel constructions Railings Consoles Ladders Wooden constructions Cable trays Machines Staircases

Also suitable for: Concrete C12/15. For fixing of: Steel constructions Railings Consoles Ladders Wooden constructions Cable trays Machines Staircases 28 Highbond anchor FHB II Flexible installation and highest loads in the cracked tensile zone. OVERVIEW FHB II-A S (standard), zinc plated steel FHB II-A L (performance optimised), zinc-plated steel Resin

More information

Vertical and Horizontal Bladder Tanks

Vertical and Horizontal Bladder Tanks DATA SHEET Vertical and Horizontal Tanks Application The ANSUL bladder tank is one component in a balanced pressure proportioning system. Its operation requires no external power other than a pressurized

More information

REPORT HOLDER: FRAMECAD LICENSING LTD. POST OFFICE BOX 1292 AUCKLAND 1140 NEW ZEALAND EVALUATION SUBJECT: COLD FORMED STEEL C SHAPES AND TRACKS

REPORT HOLDER: FRAMECAD LICENSING LTD. POST OFFICE BOX 1292 AUCKLAND 1140 NEW ZEALAND EVALUATION SUBJECT: COLD FORMED STEEL C SHAPES AND TRACKS 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2361 Reissued 05/2017 This report is subject to renewal 05/2019. DIVISION: 05 00

More information

Highbond anchor FHB II-A S

Highbond anchor FHB II-A S Highbond anchor FHB II-A S The best performance in cracked concrete with the least installation effort VERSIONS APPROVALS zinc-plated steel stainless steel high corrosion-resistant steel ADVANTAGES BUILDING

More information

Made in U.S.A. Narrow-U Bike Rack Heavy Duty Submittal Sheet. Materials: Finishes: Mount Options: Setbacks:

Made in U.S.A. Narrow-U Bike Rack Heavy Duty Submittal Sheet. Materials: Finishes: Mount Options: Setbacks: Submittal Sheet Materials: 2 Schedule 40 Steel Pipe (2.375 OD) Finishes: Galvanized An after fabrication hot dipped galvanized finish is available Powder Coat Our powder coat finish assures a high level

More information

Originally Issued: 10/08/2010 Revised: 10/27/2017 Valid Through: 10/31/2018

Originally Issued: 10/08/2010 Revised: 10/27/2017 Valid Through: 10/31/2018 ITW BUILDING COMPONENTS GROUP INC. ITW ALPINE HANGERS AND ANCHORS CSI Section: 06 05 23 Wood, Plastic and Composite Fastenings 1.0 RECOGNITION ITW Alpine Hangers and Anchors recognized in this report has

More information

Hardened Steel Washers

Hardened Steel Washers USS (Type A Wide) Flat Washers Hardened Steel Washers Grade 8 S.A.E. Dimensions American Standard Lbs. Per No./Pcs. Gauge M Pcs. Per Lb. 3/16 9/16 1/4 18 (3/64) 2.8 361 1/4 3/4 5/16 16 (1/16) 6.7 149 5/16

More information

DIVISION: 06--WOOD AND PLASTICS SECTION: Wood, Plastic and Composite Fastenings

DIVISION: 06--WOOD AND PLASTICS SECTION: Wood, Plastic and Composite Fastenings DIVISION: 06--WOOD AND PLASTICS SECTION: 060523 -- Wood, Plastic and Composite Fastenings REPORT HOLDER: ITW BUILDING COMPONENTS GROUP, INC. 2400 LAKE ORANGE DRIVE, SUITE 150 ORLANDO, FLORIDA 32837 (800)

More information

MULTI-MONTI Technical manual

MULTI-MONTI Technical manual MUTI-MONTI Technical manual Version 01/2017 Technical manual MUTI-MONTI Content Instructions for fixing P. 3 Chapter 1: Admissible loads in as well as P. 4 anchor characteristics for MMS-6 to MMS-16 1.1

More information

Moai Bike Rack Heavy Duty Submittal Sheet. Materials: 2.0 Schedule 40 Pipe (2.375 OD) Finishes: Capacity: Mount Options: Setbacks: 2 Bikes

Moai Bike Rack Heavy Duty Submittal Sheet. Materials: 2.0 Schedule 40 Pipe (2.375 OD) Finishes: Capacity: Mount Options: Setbacks: 2 Bikes Submittal Sheet Materials: 2.0 Schedule 40 Pipe (2.375 OD) Finishes: Galvanized An after fabrication hot dipped galvanized finish is available. Powder Coat Our powder coat finish assures a high level of

More information

Horizontal Bladder Tanks

Horizontal Bladder Tanks DATA SHEET Horizontal Bladder Tanks Features UL Listed and FM Approved for use with various ANSUL proportioners and foam concentrates 175 psi (12.1 bar) maximum allowable working pressure (design pressure)

More information

The first and only continuous tension holdown system.

The first and only continuous tension holdown system. The first and only continuous tension holdown system. CANADA LIMIT STATES EDITION FEBRUARY 2017 Earthbound Seismic and Wind Holdown Systems. The industry leader in hardware and design technology. FEATURES

More information

Vertical Bladder Tanks

Vertical Bladder Tanks DATA SHEET Vertical Bladder Tanks Features UL Listed and FM Approved for use with various ANSUL proportioners and foam concentrates 175 psi (12.1 bar) maximum allowable working pressure (design pressure)

More information

LOK-BOLT AS. Mechanical Anchors GENERAL INFORMATION SECTION CONTENTS. Sleeve Anchor

LOK-BOLT AS. Mechanical Anchors GENERAL INFORMATION SECTION CONTENTS. Sleeve Anchor General Information Mechanical s GENERAL INFORMATION LOK-BOLT AS Sleeve PRODUCT DESCRIPTION The Lok-Bolt AS is an all-steel pre-assemble single unit sleeve anchor which is esigne for use in concrete or

More information

Originally Issued: 10/08/2010 Revised: 10/30/2015 Valid Through: 10/31/2016

Originally Issued: 10/08/2010 Revised: 10/30/2015 Valid Through: 10/31/2016 EVALUATION SUBJECT: ITW ALPINE HANGERS AND ANCHORS REPORT HOLDER: ITW Building Components Group Inc. 13825 W. Business Center Dr. Unit A Lake Forest, IL 60045 (800) 521-9790 www.alpineitw.com CSI Division:

More information

Model MTB-ASME Horizontal Bladder Tanks

Model MTB-ASME Horizontal Bladder Tanks DATA SHEET Model MTB-ASME Horizontal Bladder Tanks Features n UL Listed and FM Approved for use with various proportioners and foam concentrates n 175 psi (12.1 bar) maximum allowable working pressure

More information

1 SafeClaw Anchorage Connectors

1 SafeClaw Anchorage Connectors Operations and Instruction Manual Model #4077 Portable Concrete Anchorage Connector ANSI Z359.1 10,000 lbs / 44kn OHSA 1910.66 & 1926.502 Effective: 01/2012 Expires: 01/2022 IM-0050 REVA 1 SafeClaw Anchorage

More information

Utility Anchor System

Utility Anchor System Utility Anchor System The Dayton Superior Utility Anchor System is designed to economically simplify the lifting and handling of precast concrete elements. Its economics, ease of use and versatility will

More information

TECHNICAL MANUAL. COPRA Anchoring Coupler. For Smart Bolted Connections

TECHNICAL MANUAL. COPRA Anchoring Coupler. For Smart Bolted Connections TECHNICAL MANUAL Anchoring Coupler For Smart Bolted Connections Version: PEIKKO GROUP 03/2017 Anchoring Coupler For bolted connections Multi-purpose anchoring system for all bolted connections Simplifi

More information

Operations and Instruction Manual Might Swivel Model # Concrete and Steel Anchorage Connector ANSI Z ,000 lbs / 44kn

Operations and Instruction Manual Might Swivel Model # Concrete and Steel Anchorage Connector ANSI Z ,000 lbs / 44kn Operations and Instruction Manual Might Swivel Model # 00238 Concrete and Steel Anchorage Connector ANSI Z359.1 10,000 lbs / 44kn Description: Zinc plated forged heat treated steel, Special design gives

More information

3/4 SafeClaw Anchorage Connectors

3/4 SafeClaw Anchorage Connectors Operations and Instruction Manual Model #4075 Portable Concrete Anchorage Connector ANSI Z359.1-07 5,000 lbs / 22kn OHSA 1910.66 & 1926.502 Effective: 01/2012 Expires: 01/2022 IM-0049 REVA 3/4 SafeClaw

More information

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: HD26248

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: HD26248 OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: HD26248 IMPORTANT!!! ALL PERSONS USING THIS EQUIPMENT MUST READ AND UNDERSTAND ALL INSTRUCTIONS. FAILURE TO DO SO MAY RESULT IN SERIOUS INJURY OR DEATH.

More information

Model MTB-ASME Vertical Bladder Tanks

Model MTB-ASME Vertical Bladder Tanks DATA SHEET Model MTB-ASME Vertical Bladder Tanks Features n UL Listed for use with various proportioners and foam concentrates n 175 psi (12.1 bar) maximum allowable working pressure (design pressure)

More information

Model MTB-ASME Vertical Bladder Tanks

Model MTB-ASME Vertical Bladder Tanks DATA SHEET Model MTB-ASME Vertical Bladder Tanks Features n UL Listed for use with various proportioners and foam concentrates n 175 psi (12.1 bar) maximum allowable working pressure (design pressure)

More information

Injection mortar FIS VL

Injection mortar FIS VL Injection mortar FIS VL The solid injection mortar for standard applications in cracked concrete and masonry High-bay warehouses BUILDING MATERIALS Approved for anchorings in: Concrete C20/25 to C50/60,

More information

Residential Fence Tubing

Residential Fence Tubing Residential Fence Tubing RESIDENTIAL FENCE TUBING Approximate Pieces Price Per Foot Size O.D. Item# Gauge Weight Per Foot Per Lift Cut Less Lift Lift 1 3/8 PE 20100-18.67 91 1.30 1.13 1 3/8 Swedge 20200-18.67

More information

FASTENERS, CLAMPS & STRAPS

FASTENERS, CLAMPS & STRAPS Bands...169 Buckles...170 Cable Ties...171 Clip, Ring & Pin Kits...168 Clips, Rings & Pins...168 Hose Clamps...170,171 Screw Anchor Expanders...168 Strap Tensioners & Adaptors...172 Tie Wire...172 Tie

More information

Technical Manual. Stand 05/2011

Technical Manual. Stand 05/2011 MULTI-MONTI Technical Manual Stan5/2011 Technical Manual HECO-MULTI-MONTI Contents Instructions for fixing P. 3 Chapter 1 : Admissible loads in as well as P. 4 anchor-characteristics for MMS-6 to MMS-16

More information

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N IMPORTANT!!! ALL PERSONS USING THIS EQUIPMENT MUST READ AND UNDERSTAND ALL INSTRUCTIONS. FAILURE TO DO SO MAY RESULT IN SERIOUS INJURY OR DEATH.

More information

fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete

fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete For standard applications in concrete and rebar connections. Advantages at a glance Epoxy mortar for applications in concrete

More information

Mini Channel & Fittings

Mini Channel & Fittings Our mini channels and fittings provide for an economical method of supporting light load requirements on a strut system. Channel Channels are cold formed on our modern rolling mills from 18 Ga. (1.2 mm)

More information

1.3 LIMITATIONS: The following application limitations must be recognized and considered before using this product:

1.3 LIMITATIONS: The following application limitations must be recognized and considered before using this product: 3965 Pepin Avenue Red Wing, MN 55066-1837 Toll Free: (800) 328-6146 Phone: (651) 388-8282 Fax: (651) 388-5065 www.protecta.com User Instruction Manual AJ720A Concrete Anchor This manual is intended to

More information

OPERATION AND INSTRUCTION MANUAL

OPERATION AND INSTRUCTION MANUAL OPERATION AND INSTRUCTION MANUAL Dual Extension Swivel Anchor Model: SWD100N-036 WARNING: ALL PERSONS USING THIS EQUIPMENT MUST READ AND UNDERSTAND ALL INSTRUCTIONS. FAILURE TO DO SO MAY RESULT IN SERIOUS

More information

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N Patent # US 8,424,638 WARNING: ALL PERSONS USING THIS EQUIPMENT MUST READ AND UNDERSTAND ALL INSTRUCTIONS. FAILURE TO DO SO MAY RESULT IN SERIOUS

More information

Related Elevator Products

Related Elevator Products 37 SECTION 2 - Elevator Products Reeving Splices Related Elevator Products Reeving Splice Specifications PIN # Wire Rope Size Units per Carton Wt. per Carton (Lbs) Length (IN) Color Code 1119100012 3/8

More information

6.0 ENGINEERING. Build Anything Better. REPRINTED 2017

6.0 ENGINEERING. Build Anything Better.  REPRINTED 2017 6.0 ENGINEERING TABLE OF CONTENTS 6.1 U.S. ENGINEERING ANALYSIS REPORT... P. 6-3 BELOW-GRADE WALL REINFORCEMENT TABLES... P. 6-5 ABOVE-GRADE WALL REINFORCEMENT TABLES.. P. 6-21 LINTEL REINFORCEMENT TABLES...P.

More information

fischer Epoxy Mortar FIS EB

fischer Epoxy Mortar FIS EB fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete ETA-15/0771 ETAG 001-5 Post-installed rebar connection (TR2 fischer Epoxy Mortar FIS EB: For standard applications in concrete

More information

New MacLean-Dixie 3-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications

New MacLean-Dixie 3-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications Page: 1 of 6 New MacLean-Dixie 3-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications ICC AC358 Acceptance Criteria for Foundation Systems and Devices APPLICATION

More information

Section GATE VALVES

Section GATE VALVES Section 02521 PART 1 GENERAL 1.01 SUMMARY This Section includes the furnishing and installation of gate valves for isolation and dead-end service as shown on Plans and as specified herein. 1.02 MEASUREMENT

More information

New MacLean-Dixie 4-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications

New MacLean-Dixie 4-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications Page: 1 of 6 New MacLean-Dixie 4-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications P45 Series 4-1/2 (O.D.) Schedule 40 Pipe Pile Torque Capacity (ft-lbs)

More information

Item 404 Driving Piling

Item 404 Driving Piling Item Driving Piling 1. DESCRIPTION Drive piling. 2. EQUIPMENT 2.1. Driving Equipment. Use power hammers for driving piling with specified bearing resistance. Use power hammers that comply with Table 1.

More information

EVALUATION SUBJECT: SPUNSTRAND STANDARD AND INSULATED UNDERSLAB DUCTS

EVALUATION SUBJECT: SPUNSTRAND STANDARD AND INSULATED UNDERSLAB DUCTS ICC-ES Report ESR-1681 Reissued 12/2017 This report is subject to renewal 12/2018 EVALUATION SUBJECT: SPUNSTRAND STANDARD AND INSULATED UNDERSLAB DUCTS DIVISION: 23 00 00 HEATING, VENTILATING AND AIR CONDITIONING

More information

USER INSTRUCTION MANUAL CONCRETE BOLT ANCHORAGE CONNECTOR

USER INSTRUCTION MANUAL CONCRETE BOLT ANCHORAGE CONNECTOR Instructions for the following series products: Concrete Bolt Connector Models: 2100041, 2100066, 2104560, 2104561, 2104562 USER INSTRUCTION MANUAL CONCRETE BOLT ANCHORAGE CONNECTOR This manual is intended

More information

Made in the USA. For Fall Protection Only. SafeLok Part Description

Made in the USA. For Fall Protection Only. SafeLok Part Description Operations and Instruction Manual SafeLok Anchorage - Model # 4011 IM-0051 REV A Portable Concrete and Steel Anchorage Connector ANSI Z359.1-07 5,000 lbs / 22kn Made in the USA The 3/4 Fall Protection

More information

PUSH PIER SYSTEMS STABILITY. SECURITY. INTEGRITY. Push Pier Systems PN #MBPPT

PUSH PIER SYSTEMS STABILITY. SECURITY. INTEGRITY. Push Pier Systems PN #MBPPT PUSH PIER SYSTEMS STABILITY. SECURITY. INTEGRITY. PN #MBPPT Push Pier Systems About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair and new construction

More information

OPERATION AND INSTRUCTION MANUAL

OPERATION AND INSTRUCTION MANUAL OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWS100N-316-CTS Patent US # 8,424,638 WARNING: ALL PERSONS USING THIS EQUIPMENT MUST READ AND UNDERSTAND ALL INSTRUCTIONS. FAILURE TO DO SO MAY RESULT

More information

Introduction Introduction

Introduction Introduction Introduction Maritime International is a leading manufacturer of marine bollards and cleats worldwide. Our range of bollards and cleats is unsurpassed by any other manufacturer or supplier. Maritime can

More information

EVALUATION SUBJECT: DIVISION: HEATING, VENTILATING AND AIR CONDITIONING (HVAC) SECTION: HVAC DUCTS AND CASINGS.

EVALUATION SUBJECT: DIVISION: HEATING, VENTILATING AND AIR CONDITIONING (HVAC) SECTION: HVAC DUCTS AND CASINGS. ICC-ES Report PMG-1171 Reissued 11/2018 This report is subject to renewal 11/2019 EVALUATION SUBJECT: UNDERGROUND SINGLE WALL & DOUBLE WALL INSULATED DUCT FOR HVAC DIRECT BURIAL APPLICATIONS AND UNDERGROUND

More information

Ancholt Bolt Design With Tension and Shear Using Anchor Reinforcement

Ancholt Bolt Design With Tension and Shear Using Anchor Reinforcement Page 1 of 8 ANCHOR BOLT DESIGN Combined Tension and Shear Result Summary Anchor Rod Embedment, Spacing and Edge Distance OK Min Rquired Anchor Reinft. Development Length ratio = 0.87 OK Overall ratio =

More information

GAS DISTRIBUTION PRODUCTS TRANSITION FITTINGS

GAS DISTRIBUTION PRODUCTS TRANSITION FITTINGS GAS DISTRIBUTION PRODUCTS TRANSITION FITTINGS CONTINENTAL INDUSTRIES, INC. The Ultimate Connection CONTINENTAL INDUSTRIES, INC. ABOUT US THE ULTIMATE CONNECTION Our Company Continental Industries, Inc.,

More information

Continental Industries TRANSITION FITTINGS or FAX Visit

Continental Industries TRANSITION FITTINGS or FAX Visit Continental Industries TRANSITION FITTINGS 1-800-558-1373 or FAX 1-800-788-1668 Visit www.conind.com ABOUT US Our Company Continental Industries, headquartered in Tulsa, Oklahoma, was formed in 1958 and

More information

VSL MINING & TUNNELING SYSTEMS VSL. mining and tunneling

VSL MINING & TUNNELING SYSTEMS VSL. mining and tunneling VSL MINING & TUNNELING SYSTEMS VSL mining and tunneling VSL Mining & Tunneling Bolt systems VSL offers three type of bolting system for the mining & Tunnelling industry VSL-S Solid Threaded bolts. Continuous

More information

L.Ph. Bolander & Sons 1355 Evans Ave. 800/

L.Ph. Bolander & Sons 1355 Evans Ave. 800/ L.Ph. Bolander & Sons 1355 Evans Ave. 800/434-5611 San Francisco, Ca. 94124 Fax 415/648-0402 GOUNDSET ALUMINUM FLAGPOLE INSTALLATION INSTRUCTIONS STEP 1: DIG THE HOLE TO THE DIMENSIONS LISTED BELOW STEP

More information

SECTION BUTTERFLY VALVES

SECTION BUTTERFLY VALVES SECTION 15112 BUTTERFLY VALVES PART 1 GENERAL 1.01 SUMMARY A. All butterfly valves shall be of the tight closing, rubber seated type and fully comply with the latest revision of AWWA Standard C504, Class

More information

threaded rod Keystock Diamond Case Linear Shafting strapping seals tools

threaded rod Keystock Diamond Case Linear Shafting strapping seals tools threaded rod Keystock Diamond Case Linear Shafting strapping seals tools THREADED STEEL ROD... 19-2 KEY STOCK... 19-2 STEEL STRAPPING... 19-3 DIAMOND CASE SHAFTING Carbon (1060) Standard Sizes... 19-4

More information

THREADED ROD & ACCESSORIES. Superior strength, maximum versatility.

THREADED ROD & ACCESSORIES. Superior strength, maximum versatility. Superior strength, maximum versatility. GRTRBRO 12/2013 Threaded rod is used for general purpose fastening and installation. Used in any place that a long bolt is required, threaded rod can be cut to the

More information

BXUV.D935 - Fire Resistance Ratings - ANSI/UL 263. Design/System/Construction/Assembly Usage Disclaimer. Fire Resistance Ratings - ANSI/UL 263

BXUV.D935 - Fire Resistance Ratings - ANSI/UL 263. Design/System/Construction/Assembly Usage Disclaimer. Fire Resistance Ratings - ANSI/UL 263 BXUV.D935 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements

More information

A COMPLETE LISTING OF OUR WASHERS BY INNER DIAMETER STARTS ON PAGE D32

A COMPLETE LISTING OF OUR WASHERS BY INNER DIAMETER STARTS ON PAGE D32 A COMPLETE LISTING OF OUR WASHERS BY INNER DIAMETER STARTS ON PAGE D32 Component Flat Washers Component Flat Washers The Largest Selection in the World! Steel, Stainless Steel and Brass The standard Flatwasher

More information

COMPFIRE CCFT-FP_550_55_ September 2010 Fin Plate Connection to Circular Concrete-Filled Tube Test Result

COMPFIRE CCFT-FP_550_55_ September 2010 Fin Plate Connection to Circular Concrete-Filled Tube Test Result Reaction Frame Macalloy Bars Camera 3 Support Beam α Oven Bar Camera 2 Link Bar Camera 1 Tested Connection Jack Bar Electrical Furnace Reaction Frame Load Jack v2_5 April 2011 1 Oven Bar Link Bar View

More information

Installation and Operation Instruction Manual

Installation and Operation Instruction Manual Installation and Operation Instruction Manual Toggle Lok Anchor - Model #7442 Portable Concrete Anchorage Connector ANSI Z359.1 5,000 lbs / 22.24 kn FallTech, Inc 1306 Alameda Street Compton, CA 90221

More information

Installation Instructions For Flat Seated Bolted Type RAH Series Disk Holders

Installation Instructions For Flat Seated Bolted Type RAH Series Disk Holders Installation Instructions For Flat Seated Bolted Type RAH Series Disk Holders RA Series Rupture Disks 1. WARNING a) Read the complete instructions before attempting to install the rupture disk and holder

More information

Page 1 of 1 04/19/13 SBR

Page 1 of 1 04/19/13 SBR Office of Roadway Engineering - Plan Insert Sheets Number Title Date Number Title Date Number Title Date 201015 Extension of Anchor Bolts 07/20/12 207000 Bikeway Pavement Marking Details 01/18/13 202010

More information

Nominal Wall Thickness Steel Only in. (mm) Outside Diameter With PVC in. (mm)

Nominal Wall Thickness Steel Only in. (mm) Outside Diameter With PVC in. (mm) PVC-Coated Conduit The ultimate in corrosion protection! OCAL-BLUE Conduit Hot-dip galvanized steel or aluminum conduit. Nominal.00 ( mils) blue urethane coating on interior. Hot-dipped galvanized threads

More information

These products are available only in packs of 100 pieces

These products are available only in packs of 100 pieces NYLON CABLE TIES SPECIFICATION Kompress Cable Ties are produced to comply with the requirements of Military Specification MIL-S 23190E and supplied in accordance with our ISO 9001 accreditation. They have

More information

V-PLOW. ACCUFLO Conveyor Belt Cleaning System MAX SYSTEMS GUIDE. Engineering. LIB-CP-SYS-01-E Rev.9. Page 1

V-PLOW. ACCUFLO Conveyor Belt Cleaning System MAX SYSTEMS GUIDE. Engineering. LIB-CP-SYS-01-E Rev.9. Page 1 ACCUFLO Conveyor Belt Cleaning System Page 1 Conveyor Belt Cleaning System - System Nomenclature CATGORY MAINFRAM INFORMATION BLAD INFORMATION CP=CONVYOR PRODUCTS CP - PA - 36 M - G 83 SYSTM TYP BLT WIDTH

More information

Brick & Concrete. Expandet ESI Xtreme Pro Injection Mortar ADVANTAGES. ACCESSORIES Wide range of accessories. INSTALLATION:

Brick & Concrete. Expandet ESI Xtreme Pro Injection Mortar ADVANTAGES. ACCESSORIES Wide range of accessories. INSTALLATION: Expandet ESI Xtreme Pro Injection Mortar Expandet ESI Xtreme Pro is the professional all round bonded anchor solution that provides expansion free, safe and fast anchorage of threaded rod, socket anchors

More information

DELUXE LOW PROFILE 18 & 30 STARTING PLATFORMS

DELUXE LOW PROFILE 18 & 30 STARTING PLATFORMS DELUXE LOW PROFILE 18 & 30 STARTING PLATFORMS INSTALLATION INSTRUCTIONS CORPORATE HEADQUARTERS WESTERN SALES AND MANUFACTURING PLANT P.O. Box 400 1017 SW Berg Parkway Canby, Oregon 97013 (503) 266-2231

More information

KERSPLASH POOL CLIMBING WALL INSTALLATION INSTRUCTIONS

KERSPLASH POOL CLIMBING WALL INSTALLATION INSTRUCTIONS TOLL FREE: 1-800-476-7366 VOICE 651-665-9131 FAX 651-665-9130 EMAIL: INFO@POOLCLIMBINGWALLS.COM EVERLAST CLIMBING 1335 MENDOTA HEIGHTS ROAD MENDOTA HEIGHTS, MN 55120 2012 EVERACTIVE BRANDS Congratulations!

More information

XCE: Explosionproof Control Enclosures

XCE: Explosionproof Control Enclosures XCE SERIES XCE: Explosionproof Control Enclosures FEATURES 64 standard sizes available Pre-drilled for hinges (hinges optional) Pre-drilled for sub-panel (sub-panel optional) One-piece, NEMA 4 water-tight

More information

Series 8500 Expansion Compensators. Catalog 674H

Series 8500 Expansion Compensators. Catalog 674H Series 8500 Expansion Compensators Catalog 674H 500 Laminated Bellows Expansion J Series 8500 on Joints Expansion Compensators Sizes 3/4" through 4" Threaded, welded, flanged and grooved steel pipe joints

More information

Roughneck TM Mesh Slings

Roughneck TM Mesh Slings Roughneck TM Slings ROUGHNECK WIRE MESH SLINGS Widely used in metalworking shops and steel warehouses where loads are abrasive, hot or tend to cut web slings Features and Benefits Promotes Safety Steel

More information

AWWA C504 COMPLIANT VALVES FROM 3 THRU 108

AWWA C504 COMPLIANT VALVES FROM 3 THRU 108 AWWA C504 COMPLIANT VALVES FROM 3 THRU 108 PO Box 411 Berwick PA 18603 800-247-VALV www.crispinvalve.com 500 SERIES: Sizes 3-20 Available The K-Flo 500 Series is a heavy-duty resilient seated butterfly

More information

Series SFD. Clean Air Filter. Variations. Made to Order. Type. Cartridge (replaceable element) Disposable (non-replaceable element) Up to 100

Series SFD. Clean Air Filter. Variations. Made to Order. Type. Cartridge (replaceable element) Disposable (non-replaceable element) Up to 100 Clean Air Filter Variations SFD SFD SFD SFD Made to Order Type Disposable (non-replaceable element) Cartridge (replaceable element) Flow rate L/min (ANR) (at inlet pressure.7 MPa) Up to 6 Up to 8 Up to

More information

BICYCLE ACCESS RAMP INSTALLATION INSTRUCTIONS. Customer Service all4cycling.com.au

BICYCLE ACCESS RAMP INSTALLATION INSTRUCTIONS. Customer Service all4cycling.com.au BICYCLE ACCESS RAMP INSTALLATION INSTRUCTIONS Customer Service 1300 429 254 all4cycling.com.au Thanks for buying our Bicycle Access Ramp! You re now the proud owner of the Bike Fixation Bicycle Access

More information

Rosemount 3159 Nuclear Qualified Remote Diaphragm Seal

Rosemount 3159 Nuclear Qualified Remote Diaphragm Seal Rosemount 3159 Nuclear Qualified Remote Diaphragm Seal FOR USE ON ROSEMOUNT 3152, 3153, AND 3154 TRANSMITTERS Qualified per: o IEEE Std 323-1974/1983/2003 o IEEE Std 344-1975/1987/2004 112 Mrad (1.12 MGy)

More information

Tapped Hole (.375) Tapped hole 15 (.594) (.391±.004) Frame 19±0.2 (.750±.008) 12.7±0.2 (.500±.008) 19±0.2 (.750±.008) R S 4 x Ø 5.4 (.

Tapped Hole (.375) Tapped hole 15 (.594) (.391±.004) Frame 19±0.2 (.750±.008) 12.7±0.2 (.500±.008) 19±0.2 (.750±.008) R S 4 x Ø 5.4 (. 434 Lift-off In-line Zinc can also be 31.5 19.1 (.750) For Lift-Off For on Lift-Off 1300 (300 lbf) 2200 (500 lbf) 56 T.P.I. (2.21) 31.5 19.1 (.750) Tapped hole Ø 9.5 (.375) ultimate 3300 (750 lbf) 9300

More information

Ford Service Saddles and Tapping Sleeves

Ford Service Saddles and Tapping Sleeves Section AA 5/2001 Ford Service Saddles and Tapping Sleeves The Ford Meter Box Co., Inc. 775 Manchester Avenue, P.O. Box 443, Wabash, Indiana, USA 46992-0443 Telephone: 219/563-3171 FAX: 1-800-826-3487

More information

SECTION SHOWER AND BATH ENCLOSURES. Display hidden notes to specifier by using Tools / Options / View / Hidden Text.

SECTION SHOWER AND BATH ENCLOSURES. Display hidden notes to specifier by using Tools / Options / View / Hidden Text. SECTION 10185 SHOWER AND BATH ENCLOSURES Display hidden notes to specifier by using Tools / Options / View / Hidden Text. PART 1 GENERAL 1.1 SECTION INCLUDES A. Bathtub wall enclosures. B. Shower wall

More information

Team Insert Valve Sample Specification The Insert Valve shall conform to the following:

Team Insert Valve Sample Specification The Insert Valve shall conform to the following: Team Insert Valve Sample Specification The Insert Valve shall conform to the following: The Ductile Iron 250 p.s.i.g. Insert Valve shall be a Resilient Wedge Gate Valve designed for use in potable water,

More information

IAPMO GUIDE CRITERIA FOR BALL VALVES IAPMO IGC PURPOSE

IAPMO GUIDE CRITERIA FOR BALL VALVES IAPMO IGC PURPOSE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS IAPMO GUIDE CRITERIA FOR BALL VALVES IAPMO IGC 157-20067 1 PURPOSE 1.1 The purpose of this standard is to establish an acceptable standard

More information