PURE150-PRO CHEMICAL ANCHOR

PURE150-PRO CHEMICAL ANCHOR www.dewalt.com/anchors

FAST CURING & HIGH STRENGTH ADHESION. The Pure150-PRO is a two-component high strength epoxy adhesive anchoring system designed for bonding steel elements or post-installing reinforcement bars to cracked and uncracked concrete. FAST CURING TIMES Quick install compared to other pure epoxies LONG SHELF LIFE 24 month shelf life for longevity EXTENSIVE RANGE Wide range of steel element diameter and embedment depths EASY To USE Simple installation with low odour formula and long working times APPROVED PERFORMANCE. The Pure150-PRO anchor system is a pure epoxy mortar with ETA-option 1 approval, for use in cracked and uncracked concrete and is approved to the highest international standards. ETAG 001 Part 6 F60 A+ A B C ETA option 1 approved Ideal for installation in dry, wet and water filled holes Approved for overhead applications Approved for diamond drilled holes for C20 to C60 concrete See page 4 for specific substrate and application approvals. 2

PURE150-PRO RANGE. The Pure150-PRO chemical anchor is available in 2 sizes and is designed to fit in popular competitor dispensers and allows multiple uses using extra mixing nozzles. The system also includes an extensive range of accessories including mixing nozzles, dispensing tools, brushes and threaded rods - see pages 11-15 for more information. PRODUCT APPROVALS Page 4 APPLICATIONS AND LOADING DATA Page 5 INSTALLATION DATA FOR CONCRETE Pages 6-7 INSTALLATION DATA FOR CORE DRILLED CONCRETE Pages 8-9 INSTALLATION DATA FOR REBARS Page 10 DFC1110000 385ML DFC1110050 585ML ACCESSORIES & THREADED RODS Pages 11-15 72/43 C 40/24 C High service temperature range +5 C Moderate installation temperature range Dry and wet base material For water filled holes Approved for core drilling ETA & CE certified ETAG 001 Part 6 3

PRODUCT APPROVALS All DEWALT Anchoring and Fastening systems are thoroughly tried and tested to the latest construction standards across the world, including the latest ETA, ICC-ES and NSF regulations. APPROVAL TYPE Concrete Core Drilled Rebar APPROVAL TYPE Concrete Core Drilled Rebar European Technical Approval n n n NSF / WQA n n ETAG 001 Option 1 Fire Rating n n n VOC n n n F30 A+ A B C ICC-ES (AC) n n German Technical Approval n ETA APPROVALS 12 12 13 0756-CPD-0553 EUROPEAN TECHNICAL APPROVAL ETA-12/0605 - ETAG 001 - Option 1 0756-CPD-0554 EUROPEAN TECHNICAL APPROVAL ETA-12/0606 - ETAG 001- Core Drill 0756-CPD-0556 EUROPEAN TECHNICAL APPROVAL ETA-13/0049 - TR 023- PI Rebar APPROVALS INFORMATION Anchor products hold a European Technical Approval (ETA) and are qualified according to one of the following technical guidelines: ETAG 001 for metal anchors installed in concrete. (Option 1 for cracked concrete, Option 7 for uncracked concrete, Part 6 for multiple use for non-structural applications). ETAG 029 for metal anchors installed in masonry. EOTA TR 023 for post-installed reinforcement bars. Products complying with European standards or approvals are marked with the CE Marking. F120 A fire resistance rating provides the duration of fire exposure for which the anchor product is qualified: EOTA TR 020 for the evaluation of anchors installed in concrete. In general, the design strength is reduced if exposure to fire is taken into account. The German Technical Approval of post installed reinforcement bars certifies that the product meets the requirements to be installed by trained personnel. The German Technical Approvals are, next to the European Technical Approvals, the most renowned qualifications of anchor products. The Evaluation Service of the International Code Council (ICC-ES) provides test guidelines for anchor qualification in the US. The technical approvals granted on the basis of these guidelines are internationally recognized and provide a high degree of safety. The NSF International is an independent organization that provides standards for e.g. product certification for public health and the environment. A+ A B C Products tested for the emission of volatile substances in indoor air, with a risk of inhalation toxicity, on a scale ranging from class A + (very low emissions) to C (high emissions) level. Product is approved for seismic load applications. 4

APPLICATIONS AND LOADING DATA The PURE150-PRO chemical anchor is suitable for a wide range of applications and load conditions as shown below. For more information including comprehensive load data please visit www.dewalt.com/anchors. SPECIFICATION n Suitable u Suitable depending on the steel material used Concrete Core Drilled Rebar USES AND APPLICATIONS Interior Installation n n Exterior Installation u u Adverse Atmosphere u u High Service Temperature Range 72/43 C 40/24 C n n n Moderate Installation Temperature Range +5 C n n n Dry and Wet Base Material n n n Water Filled Holes n n Post-Installed Rebar Design n Preset Installation n n Stand-off Installation n n LOADing Condition Static Load n n n STATIC Quasi-Static Loads n n n QUASI-STATIC Seismic Loads n SEISMIC Moderate Wind Loads n n Tropical Wind Loads n 5

INSTALLATION INFORMATION - CONCRETE ANCHORING SYSTEM Installation DATA - Threaded rod h min h 1 t fix d 0 T max h ef S w d f Notation Installation DATA - internal Threaded sleeve Unit Threaded rod M8 M10 M12 M16 M20 M24 M27 M30 Anchor diameter d 8 10 12 16 20 24 27 30 Nominal drill bit diameter d 0 10 12 14 18 24 28 32 35 Diameter of hole clearance in fixture d f 9 12 14 18 22 26 30 33 Diameter of steel brush d b 12 14 16 20 26 30 34 37 Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 60 160 Minimum spacing s min 40 50 60 80 100 120 135 150 Minimum edge distance c min 40 50 60 80 100 120 135 150 Thickness of fixture t fix 0 mm t fix 1500 mm Maximum torque T max [Nm] 10 20 40 80 120 160 180 200 Torque wrench socket size S w 13 17 19 24 30 36 41 46 60 200 70 240 80 320 90 400 96 480 108 540 120 600 h min h1 t fix d 0 T max h ef S w d f Internal threaded sleeve Notation Unit M8 M10 M12 M16 M20 External diameter of sleeve d 12 16 20 24 30 Nominal drill bit diameter d 0 14 18 24 28 35 Diameter of hole clearance in fixture d f 9 12 14 18 22 Diameter of steel brush d b 16 20 26 30 37 Embedment and drill hole depth h ef = h 1 80 90 110 150 200 Minimum member thickness h min 110 130 160 210 270 Minimum edge distance c min 60 80 100 120 150 Minimum spacing s min 60 80 100 120 150 Screw diameter d 1 8 10 12 16 20 Minimum length of screw Maximum length of screw l 1,min l 1,max 8 35 10 45 12 55 16 75 20 85 Maximum torque T max [Nm] 10 20 40 80 120 Torque wrench socket size S w 13 17 19 24 30 6

Installation DATA - Reinforcement Bar h 1 d 0 h ef Notation Installation INSTRUCTIONS Unit Reinforcement bar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Nominal diameter of rebar d 0 8 10 12 14 16 20 25 28 32 Nominal drill bit diameter d cut 12 14 16 18 20 24 32 35 37 Diameter of steel brush d b 14 16 18 20 22 26 34 37 40 Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min 60 160 60 200 h ef + 30 mm 100 mm 70 240 75 280 80 320 90 400 h ef + 2 d 0 Minimum edge distance c min 40 50 60 70 80 100 125 140 160 Minimum spacing s min 40 50 60 70 80 100 125 140 160 100 500 112 560 128 640 e.g. 20 C 2X 2X 2X 10 hr 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature. For complete installation instructions, see technical approval. SETTING TIMES Concrete temperature Working time Minimum curing time 1) + 5 C 120 min 50 h + 10 C 90 min 30 h + 20 C 30 min 10 h + 30 C 20 min 6 h + 40 C 12 min 4 h 1) Time data for dry concrete, double curing time for wet concrete 7

INSTALLATION INFORMATION - CORE DRILLED CONCRETE ANCHORING SYSTEM Installation DATA - THREADED ROD h min h 1 t fix d 0 T max h ef S w d f Notation Unit Pure150-PRO (core drilling) - Threaded rod M10 M12 M16 M20 M24 Anchor diameter d 10 12 16 20 24 Nominal drill bit diameter d 0 12 14 18 24 28 Diameter of hole clearance in fixture d f 12 14 18 22 26 Diameter of steel brush d b 14 16 20 26 30 Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 60 200 70 240 80 320 90 400 96 480 Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum spacing s min 50 60 80 100 120 Minimum edge distance c min 50 60 80 100 120 Thickness of fixture t fix 0 mm t fix 1500 mm Maximum torque T max [Nm] 20 40 80 120 160 Torque wrench socket size S w 17 19 24 30 36 Installation DATA - INTERNAL THREADED SLEEVE h min h1 t fix d 0 T max h ef S w d f Notation Unit Pure150-PRO (core drilling) - Internal threaded sleeve M8 M10 M12 M16 External diameter of sleeve d 12 16 20 24 Nominal drill bit diameter d 0 14 18 24 28 Diameter of hole clearance in fixture d f 9 12 14 18 Diameter of steel brush d b 16 20 26 30 Embedment and drill hole depth h ef = h 1 80 90 110 150 Minimum member thickness h min 110 130 160 210 Minimum edge distance c min 60 80 100 120 Minimum spacing s min 60 80 100 120 Screw diameter d 1 8 10 12 16 Minimum length of screw Maximum length of screw l 1,min l 1,max 8 35 10 45 12 55 16 75 Maximum torque T max [Nm] 10 20 40 80 Torque wrench socket size S w 13 17 19 24 8

Installation DATA - Reinforcement Bar h 1 d 0 h ef Notation Unit Pure150-PRO (core drilling) - Reinforcement bar Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Nominal diameter of rebar d 10 12 14 16 20 25 Nominal drill bit diameter d 0 14 16 18 20 24 32 Diameter of steel brush d b 16 18 20 22 26 34 Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min 60 200 h ef + 30 mm 100 mm 70 240 75 280 80 320 h ef + 2 d 0 Minimum edge distance c min 50 60 70 80 100 125 Minimum spacing s min 50 60 70 80 100 125 Installation INSTRUCTIONS 90 400 100 500 2X 2X 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Rinse the hole until access water is clear. 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Rinse the hole until access water is clear. 5.) Blow the hole clean using a hand pump or compressed air 2 times minimum. e.g. 20 C 2X 2X 10 hr. 6.) Brush the hole with the proper wire brush 2 times minimum. 7.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 8.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 9.) Push the steel element into the hole while turning slightly. 10.) Allow the adhesive to cure for the time specified for the actual concrete temperature. For complete installation instructions, see technical approval. SETTING TIMES Concrete temperature Working time Minimum curing time 1) + 5 C 120 min 50 h + 10 C 90 min 30 h + 20 C 30 min 10 h + 30 C 20 min 6 h + 40 C 12 min 4 h 1) Time data for dry concrete, double curing time for wet concrete 9

INSTALLATION INFORMATION - REBAR ANCHORING SYSTEM Installation DATA - THREADED ROD h 1 d 0 h ef Post-installed reinforcement bar Notation Unit Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø22 Ø24 Ø25 Diameter of reinforcement bar d s 8 10 12 14 16 20 22 24 25 Nominal drill bit diameter d cut 12 14 16 18 20 25 28 32 32 Diameter of brush d b 14 16 18 20 22 27 30 34 34 Embedment depth l v See Technical Manual Minimum spacing s min Minimum concrete cover c min Drilling method Rebar diameter Without drilling aid With drilling aid 5 d s 50 mm Hammer drilling Compressed air drilling < 25 mm 30 mm + 0.06 l v 2 d s 30 mm + 0.02 l v 2 d s = 25 mm 40 mm + 0.06 l v 2 d s 40 mm + 0.02 l v 2 d s < 25 mm 50 mm + 0.08 l v 50 mm + 0.02 l v = 25 mm 60 mm + 0.08 l v 60 mm + 0.02 l v Concrete temperature Working time Minimum curing time 1) 5 C 120 min 50 h 10 C 90 min 30 h 20 C 30 min 10 h 30 C 20 min 6 h 40 C 12 min 4 h 1) Time data for dry concrete, double curing time for wet concrete Installation INSTRUCTIONS e.g. 20 C 2X 2X 2X 10 hr 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) Fill the hole up to approximately 2/3 with adhesive. 6.) Push the rebar into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. For complete installation instructions, see technical approval. 10

ACCESSORIES RANGE NOZZLES DFC1640350 DFC1640500/DFC1640200/DFC1640250/DFC1640300 Length DFC1640350 Adhesive Mix Nozzle - White - 18 Element - 10 600 DFC1640500 Adhesive Mixing Nozzle Extension - 200MM 200 10 1000 DFC1640200 Adhesive Mixing Nozzle Extension - 500MM 500 10 1000 DFC1640250 Adhesive Mix Nozzle Extension - 1000MM 1000 10 1000 DFC1640300 Adhesive Mix Nozzle Extension - 2000MM 2000 10 1000 DISPENSING TOOLS DFC1610200 DFC1610350 DFC1610200 HD 385ML/585ML Manual Adhesive Dispensing Tool 1 10 DFC1610350 385ML/585ML Manual Adhesive Dispensing Tool 1 - PUMP DFC1650050 DEWALT Blow Pump 1 1 11

STEEL BRUSHES AND SDS EXTENSIONS DFC1670000 DFC1670300 DFC1670200 DFC1670050 DFC1670500 Length Drill Dia. Rebar Size Thread Size DFC1670000 SDS Connection for Steel Brushes - - - - 1 20 DFC1670050 300MM Extension for Steel Brushes 300 - - - 1 20 DFC1670100 Steel Brush for SDS - 12MM Diameter 170 10 Ø8 M8 1 10 DFC1670150 Steel Brush for SDS - 14MM Diameter 170 12 Ø10 M10 1 10 DFC1670200 Steel Brush for SDS - 16MM Diameter 200 14 Ø12 M12 1 10 DFC1670250 Steel Brush for SDS - 18MM Diameter 200 16 Ø14-1 10 DFC1670300 Steel Brush for SDS - 20MM Diameter 300 18 Ø16 M16 1 10 DFC1670350 Steel Brush for SDS - 22MM Diameter 300 20 Ø20-1 10 DFC1670400 Steel Brush for SDS - 26MM Diameter 300 24 Ø20 M20 1 10 DFC1670450 Steel Brush for SDS - 30MM Diameter 300 28 Ø25 M24 1 10 DFC1670500 Steel Brush for SDS - 34MM Diameter 300 32 Ø28 M27 1 10 DFC1670550 Steel Brush for SDS - 37MM Diameter 300 35 Ø32 M30 1 10 DFC1670600 Steel Brush for SDS - 40MM Diameter 300 37 - - 1 10 PISTON PLUGS Rebar Size Thread Size DFC1690000 Adhesive Piston Plug #14 Ø10 M12 10 100 DFC1690050 Adhesive Piston Plug #16 Ø12 M14 10 100 DFC1690100 Adhesive Piston Plug #18 Ø14 M16 10 100 DFC1690150 Adhesive Piston Plug #20 Ø16 M18 10 100 DFC1690200 Adhesive Piston Plug #24(22) - M20 10 100 DFC1690250 Adhesive Piston Plug #25 Ø20-10 100 DFC1690300 Adhesive Piston Plug #28(27/29) Ø22 M24 10 100 DFC1690350 Adhesive Piston Plug #32 Ø24-25 M27 10 100 DFC1690400 Adhesive Piston Plug #35(34/36) Ø28-32 M30 10 100 12

PLASTIC SLEEVES Length Drill Dia. Diameter Thread Size DFC4710000 12mm x 50mm Plastic Sleeves 50 14 12 M8 10 10 DFC4710050 15mm x 85mm Plastic Sleeves 85 16 15 M10-M12 10 10 DFC4710100 20mm x 85mm Plastic Sleeves 85 22 20 M16 10 10 MESH SLEEVES Length Drill Dia. Dia, mm Thread Size DFC4730000 12 x 1000 Mesh Sleeves 1000 12 12 M8 1 10 DFC4730050 16 x 1000 Mesh Sleeves 1000 16 16 M10-M12 1 10 DFC4730100 20 x 1000 Mesh Sleeves 1000 22 22 M16-18 1 10 ITS INTERNAL THREADED SLEEVE - ZINC PLATED CLASS 5.8 / A4 STAINLESS STEEL Length Drill Dia. Thread (Internal) Thread (External) DFC4230000 M8 Internal/M12 External - Chisel Point Rod ZP5.8 80 14 M8 M12 10 200 DFC4230050 M10 Internal/M16 External - Chisel Point Rod ZP5.8 90 18 M10 M16 10 200 DFC4230100 M12 Internal/M20 External - Chisel Point Rod ZP5.8 110 24 M12 M20 5 100 DFC4250000 M8 Internal/M12 External - Chisel Point Rod A4SS 80 14 M8 M12 10 200 DFC4250050 M10 Internal/M16 External - Chisel Point Rod A4SS 90 18 M10 M16 10 200 DFC4250100 M12 Internal/M20 External - Chisel Point Rod A4SS 110 24 M12 M20 5 100 ADHESIVE SEAL PLUG For use to hold the rod in position in horizontal and overhead applications Size DFC1690600 Adhesive Seal Plug M8 M8 10 DFC1690620 Adhesive Seal Plug M10 M10 10 DFC1690640 Adhesive Seal Plug M12 M12 10 DFC1690660 Adhesive Seal Plug M16 M16 10 DFC1690680 Adhesive Seal Plug M20 M20 10 DFC1690700 Adhesive Seal Plug M24 M24 10 DFC1690720 Adhesive Seal Plug M27 M27 10 DFC1690740 Adhesive Seal Plug M30 M30 10 13

THREADED RODS - ZINC PLATED & HOT DIP GALV THREADED ROD - Zinc plated class 5.8 steel / 8.8 steel / HOT DIP GALV Length Drill Dia. Thread Size DFC4130300 Straight Cut Threaded Rod CHMANSTD-M8x110 w/nt&wsh 110 10 M8 10 200 DFC4130350 Straight Cut Threaded Rod CHMANSTD-M10x140 w/nt&wsh 140 12 M10 10 200 DFC4130400 Straight Cut Threaded Rod CHMANSTD-M10x190 w/nt&wsh 190 12 M10 50 200 DFC4130450 Straight Cut Threaded Rod CHMANSTD-M12x165 w/nt&wsh 165 14 M12 25 100 DFC4130500 Straight Cut Threaded Rod CHMANSTD-M12x220 w/nt&wsh 220 14 M12 25 100 DFC4130550 Straight Cut Threaded Rod CHMANSTD-M16x160 w/nt&wsh 160 18 M16 25 100 DFC4130600 Straight Cut Threaded Rod CHMANSTD-M16x190 w/nt&wsh 190 18 M16 25 100 DFC4130650 Straight Cut Threaded Rod CHMANSTD-M16x230 w/nt&wsh 230 18 M16 10 40 DFC4130700 Straight Cut Threaded Rod CHMANSTD-M20x260 w/nt&wsh 260 24 M20 5 20 DFC4130750 Straight Cut Threaded Rod CHMANSTD-M20x290 w/nt&wsh 290 24 M20 5 20 DFC4130800 Straight Cut Threaded Rod CHMANSTD-M24x300 w/nt&wsh 300 28 M24 5 20 DFC4130850 Straight Cut Threaded Rod CHMANSTD-M27x340 w/nt&wsh 340 30 M27 5 25 DFC4130900 Straight Cut Threaded Rod CHMANSTD-M30x380 w/nt&wsh 380 35 M30 5 20 DFC4130950 Straight Cut Threaded Rod CHMANSTD-M36x605 w/nt&wsh 605 40 M36 1 5 DFC4160000 Straight Cut Threaded Rod STMRE8x65-8.8 Stl w/nt&wsh 65 10 M8 10 80 DFC4160050 Straight Cut Threaded Rod STMRE10x80-8.8 Stl w/nt&wsh 80 12 M10 10 200 DFC4160100 Straight Cut Threaded Rod STMRE12x90-8.8 Stl w/nt&wsh 90 14 M12 10 200 DFC4160150 Straight Cut Threaded Rod STMRE12x110-8.8Stl w/nt&wsh 110 14 M12 10 200 DFC4160200 Straight Cut Threaded Rod STMRE16x115-8.8Stl w/nt&wsh 115 18 M16 10 40 DFC4160250 Straight Cut Threaded Rod STMRE20x195-8.8Stl w/nt&wsh 195 24 M20 5 20 DFC4160300 Straight Cut Threaded Rod STMRE24x210-8.8Stl w/nt&wsh 210 28 M24 5 20 DFC4170000 Straight Cut Threaded Rod 8x110-8.8HDG50µm w/nt&wsh 110 10 M8 25 200 DFC4170040 Straight Cut Threaded Rod 10x130-8.8HDG50µm w/nt&wsh 130 12 M10 25 100 DFC4170080 Straight Cut Threaded Rod 12x50-8.8HDG50µm w/nt&wsh 50 14 M12 10 200 DFC4170120 Straight Cut Threaded Rod 12x140-8.8HDG50µm w/nt&wsh 140 14 M12 10 200 DFC4170160 Straight Cut Threaded Rod 12x160-8.8HDG50µm w/nt&wsh 160 14 M12 10 200 DFC4170200 Straight Cut Threaded Rod 16x190-8.8HDG50µm w/nt&wsh 190 18 M16 10 40 DFC4170240 Straight Cut Threaded Rod 16x200-8.8HDG50µm w/nt&wsh 200 18 M16 10 40 DFC4170280 Straight Cut Threaded Rod 20x240-8.8HDG50µm w/nt&wsh 240 24 M20 10 40 DFC4170320 Straight Cut Threaded Rod 20x260-8.8HDG50µm w/nt&wsh 260 24 M20 10 40 DFC4170360 Straight Cut Threaded Rod 22x270-8.8HDG50µm w/nt&wsh 270 27 M22 10 40 DFC4170400 Straight Cut Threaded Rod 24x290-8.8HDG50µm w/nt&wsh 290 28 M24 10 40 DFC4170440 Straight Cut Threaded Rod 27x340-8.8HDG50µm w/nt&wsh 340 30 M27 5 25 DFC4170480 Straight Cut Threaded Rod 30x380-8.8HDG50µm w/nt&wsh 380 35 M30 5 20 DFC4170520 Straight Cut Threaded Rod 30x490-8.8HDG50µm w/nt&wsh 490 35 M30 1 5 DFC4170560 Straight Cut Threaded Rod 30x670-8.8HDG50µm w/nt&wsh 670 35 M30 1 5 DFC4170600 Straight Cut Threaded Rod 36x560-8.8HDG50µm w/nt&wsh 560 40 M36 1 5 DFC4170640 Straight Cut Threaded Rod 36x605-8.8HDG50µm w/nt&wsh 605 40 M36 1 5 DFC4170680 Straight Cut Threaded Rod 36x800-8.8HDG50µm w/nt&wsh 800 40 M36 1 5 DFC4170720 Straight Cut Threaded Rod 36x850-8.8HDG50µm w/nt&wsh 850 40 M36 1 5 DFC4170760 Straight Cut Threaded Rod M12x1000-HDG 8.8 Steel 1000 14 M12 10 200 DFC4170800 Straight Cut Threaded Rod M16x1000-HDG 8.8 Steel 1000 18 M16 10 200 DFC4170840 Straight Cut Threaded Rod M20x1000-HDG 8.8 Steel 1000 24 M20 10 100 DFC4170880 Straight Cut Threaded Rod M24x1000-HDG 8.8 Steel 1000 28 M24 10 50 DFC4170920 Straight Cut Threaded Rod M30x1000-HDG 8.8 Steel 1000 35 M30 5 20 14

THREADED RODS - STAINLESS STEEL & CYCLONE THREADED ROD - 304 STAINLESS STEEL / 316 STAINLESS STEEL Length Drill Dia. Thread Size DFC4180000 Straight Cut Threaded Rod M8x110-304 SS w/nt& Wsh 110 10 M8 25 200 DFC4180050 Straight Cut Threaded Rod M10x130-304 SS w/nt& Wsh 130 12 M10 25 100 DFC4180100 Straight Cut Threaded Rod M12x160-304 SS w/nt& Wsh 160 14 M12 10 200 DFC4180150 Straight Cut Threaded Rod M16x190-304 SS w/nt& Wsh 190 18 M16 10 40 DFC4180200 Straight Cut Threaded Rod M20x240-304 SS w/nt& Wsh 240 24 M20 10 40 DFC4180250 Straight Cut Threaded Rod M24x290-304 SS w/nt& Wsh 290 28 M24 10 40 DFC4180300 Straight Cut Threaded Rod M27x340-304 SS w/nt& Wsh 340 30 M27 5 25 DFC4180350 Straight Cut Threaded Rod M30x380-304 SS w/nt& Wsh 380 35 M30 5 20 DFC4190000 Straight Cut Threaded Rod M8x110-316 SS w/nt& Wsh 110 10 M8 25 200 DFC4190050 Straight Cut Threaded Rod M10x130-316 SS w/nt& Wsh 130 12 M10 25 100 DFC4190100 Straight Cut Threaded Rod M12x160-316 SS w/nt& Wsh 160 14 M12 10 200 DFC4190150 Straight Cut Threaded Rod M12x850-316 SS w/nt& Wsh 850 14 M12 1 5 DFC4190200 Straight Cut Threaded Rod M16x190-316 SS w/nt& Wsh 190 18 M16 10 40 DFC4190250 Straight Cut Threaded Rod M20x240-316 SS w/nt& Wsh 240 24 M20 10 40 DFC4190300 Straight Cut Threaded Rod M24x290-316 SS w/nt& Wsh 290 28 M24 10 40 DFC4190350 Straight Cut Threaded Rod M27x340-316 SS w/nt& Wsh 340 30 M27 5 25 DFC4190400 Straight Cut Threaded Rod M30x380-316 SS w/nt& Wsh 380 35 M30 5 20 CYCLONE THREADED ROD Length Drill Dia. Thread Size DFC4800000 Cyclone Threaded Rod - M12 x 130mm(80) 130 14 M12 10 40 DFC4800050 Cyclone Threaded Rod - M12 x 170mm(100) 170 14 M12 10 200 DFC4800100 Cyclone Threaded Rod - M16 x 190mm(125) 190 18 M16 10 40 DFC4800150 Cyclone Threaded Rod - M16 x 215mm(125) 215 18 M16 10 40 DFC4800200 Cyclone Threaded Rod - M20 x 220mm(170) 220 24 M20 10 40 DFC4800250 Cyclone Threaded Rod - M20 x 270mm(170) 270 24 M20 10 40 DFC4800300 Cyclone Threaded Rod - M20 x 260mm(170) 260 24 M20 10 40 DFC4800350 Cyclone Threaded Rod - M20 x 275mm(170) 275 24 M20 10 40 DFC4800400 Cyclone Threaded Rod - M20 x 300mm(170) 300 24 M20 10 40 DFC4800450 Cyclone Threaded Rod - M20 x 320mm(170) 320 24 M20 10 40 DFC4800500 Cyclone Threaded Rod - M20 x 380mm(170) 380 24 M20 10 50 DFC4800550 Cyclone Threaded Rod - M20 x 420mm(170) 420 24 M20 10 50 DFC4800600 Cyclone Threaded Rod - M20 x 470mm(170) 470 24 M20 10 50 DFC4800650 Cyclone Threaded Rod - M20 x 520mm(170) 520 24 M20 10 50 DFC4800700 Cyclone Threaded Rod - M20 x 570mm(170) 570 24 M20 10 50 DFC4800750 Cyclone Threaded Rod - M20 x 620mm(170) 620 24 M20 10 50 15

CALCULATIONS AND SPECIFICATION FOR CONSTRUCTION Fully featured and easy to use interface Easy 5 step anchor design with 3D modelling of fastening Professional specification of DEWALT fastenings to ETA guidelines Customized anchor design facility DEWALT DESIGN ASSIST KEEP PACE WITH CHANGING CONSTRUCTION ENVIRONMENTS WITH DEWALT DESIGN ASSIST. FOR MORE INFORMATION VISIT www.dewaltdesignassist.com Your DEWALT Dealer www.dewalt.com/anchors Disclaimer for Recommendations, Information and Use of DATA The recommendations, information and data contained in this manual are put together with the greatest care and accuracy possible. It is based on principles, equations and safety factors set out in the technical documentation of DEWALT Anchors & Fasteners, Inc. that are believed to be correct and current as of June 1, 2013. The information and data is subject to change after such date as DEWALT Anchors & Fasteners, Inc. reserves the right to change the designs, materials and specifications of the products in this manual without notice. It is the responsibility of the design professional to ensure that a suitable product is selected, properly designed and used in the intended application. This includes that the selected product and its use is compliant with the applicable building codes and other legal requirements and will satisfy durability and performance criteria and margins of safety which they determine are applicable. The products must be used, handled, applied and installed strictly in accordance with all current instructions for use published by DEWALT Anchors & Fasteners, Inc. The performance data given in this manual are the result of the evaluation of tests conducted under laboratory conditions. It is the responsibility of the designer and installer in charge to consider the conditions on site and to ensure the performance data given in the manual is applicable to the actual conditions. In particular the base material and environmental conditions have to be checked prior to installation. In case of doubt, contact the technical support of DEWALT Anchors & Fasteners, Inc.