Spike Pre-Expane PRODUCT DESCRIPTION The Spike anchor, also known as the Rawl Spike, is a patente, one-piece, tamper-proof vibration resistant anchor for use in concrete, block or stone. Several hea styles an anchor materials are available. The Spike anchor is forme with an s shape configuration at the working en of the anchor to create an expansion mechanism. Since the anchor is pre-expane, there is no seconary tightening operation require which greatly reuces the overall cost of an anchor installation. Once seate at the require embement, resiual spring forces evelope in the expansion mechanism provies three compression forces at the bottom of the anchor hole. When subjecte to vibratory loas, the Spike will expan ue to the resiual spring action of the expansion mechanism. GENERAL APPLICATIONS AND USES Tamper-proof Applications Woo Sill Plate an Metal Track Attachments Exterior Applications Fire Sprinkler Cable Trays an Strut Concrete Formwork Pipe Supports Suspene Ceilings FEATURES AND BENEFITS Pre-expane anchor esign allows for easy installation. Mushroom an flat hea Spike anchors are tamper-proof. Forming Spike, which is removable, can be use for temporary installations. Pipe an Tie-wire Spike is an easy to install alternative to overhea anchoring. Teste in accorance with ASTM E488 an AC0 criteria. Qualifie for seismic an win loas. APPROVALS AND LISTINGS International Coe Council, Evaluation Service (ICC-ES) ESR-532 Southern Builing Coe Conference International (SBCCI) #9943A City of Los Angeles (COLA) Research Report LARR 24960 Floria Builing Coe Approval FL2209.7 Miami-Dae County Notice of Acceptance (NOA) 03-0303.4 Factory Mutual Research Corporation (FM Approvals) J.I. ON5A.AH Feeral GSA Specification Meets the proof loa requirements of FF-S-325C, Group VI, (Carbon an stainless steel, mushroom hea versions) supersee GUIDE SPECIFICATIONS CSI Divisions: 035-Concrete ing, 0408-Masonry age an 05090-Metal Fastenings. Pre-expane s shall be Spike anchors as supplie by Powers Fasteners, Inc., Brewster, NY. SECTION CONTENTS Page No. General Information... 50 Installation Specifications... 5 Material Specifications... 5 Performance Data... 52 Design Criteria... 57 Orering Information... 60 Mushroom Hea Spike HEAD STYLES Mushroom Hea Flat Hea Pipe Tie-Wire Forming Flat Hea Spike Pipe Spike Tie-Wire Spike Forming Spike ANCHOR MATERIALS Zinc Plate Carbon Steel Type 36 Stainless Steel ANCHOR SIZE RANGE (TYP.) iameter x length to /2 iameter x 6-/2 length SUITABLE BASE MATERIALS Normal-Weight Concrete Structural Lightweight Concrete Hollow an Groute CMU 50 www.powers.com Canaa: (905) 673-7295 or (54) 63-426 Powers USA: (800) 524-3244 or (94) 235-6300
INSTALLATION SPECIFICATIONS Mushroom Hea Carbon Steel Spike Dimension " " " /2" ANSI Drill Bit Size, bit () /2 Fixture Clearance Hole, h () 5/6 7/6 9/6 Hea Height () 7/64 7/64 7/32 Hea Size, O.D. () 7/6 /2 3/4 Flat Hea Spike (80 82 Hea) Size, Size, Dimension " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 5/6 Hea Height () 7/64 9/64 Hea Size, O.D. () /2 Mushroom Hea Stainless Steel Spike Size, Dimension " " " /2" ANSI Drill Bit Size, bit () /2 Fixture Clearance Hole, h () 5/6 7/6 9/6 Hea Height () 7/64 7/64 7/32 Hea Size, O.D. () 7/6 /2 3/4 Pipe Spike Size Dimension " " ANSI Drill Bit Size,, bit () UNC Threa Size - 20-6 Hea Height () /2 5/8 Hea Size, O.D. () 3/32 35/64 Tie-Wire Spike Size, Dimension " " ANSI Drill Bit Size, bit () Tie-Wire Hole () 9/32 Hea Height () 37/64 4/64 Hea With () 9/64 x 7/6 x 9/6 Forming Spike Size, Dimension " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 5/6 Hea Height () 9/6 9/6 Hea Size, O.D. () 3/32 /2 Installation Proceure Drill a hole into the base material to a epth of at least /2" eeper than the embement require. The tolerances of the rill bit use shoul meet the requirements of ANSI Stanar B22.5. Blow the hole clean of ust an other material. Spike Where a fixture is use, rive the anchor through the fixture into the anchor hole until the hea is firmly seate against the fixture. Be sure the anchor is riven to the require embement epth. The Tie-Wire an Pipe Spike versions shoul be riven in until the hea is seate against the surface of the base material. MATERIAL SPECIFICATIONS Carbon Steel (Mushroom Hea, Flat Hea, Pipe, Tie-Wire an Forming Spike) Component Component Material Boy Grae 8.2 Carbon Steel Zinc Plating ASTM B633, SC, Type III (Fe/Zn 5) Stainless Steel (Mushroom Hea) Component Component Material Boy Type 36L Stainless Steel Powers USA: (800) 524-3244 or (94) 235-6300 Canaa: (905) 673-7295 or (54) 63-426 www.powers.com 5
PERFORMANCE DATA Ultimate Loa Capacities for Carbon Steel Spike in Normal-Weight Concrete,2 /2 (2.7) Embement 3/4 2 /2 (63.5) Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 520,080 760,270 860,30 890,350 (2.3) (4.9) (3.4) (5.7) (3.9) (5.9) (4.0) (6.) 540,230 820,725 980,860 995,860 (2.4) (5.5) (3.7) (7.8) (4.4) (8.4) (4.5) (8.4) 780,800,000 2,000,260 2,55,520 2,30 (3.5) (8.) (4.5) (9.0) (5.7) (9.7) (6.8) (0.4) 680,405 820,630 945,870,00 2,0 (3.) (6.3) (3.7) (7.3) (4.3) (8.4) (4.5) 720,585 975,965,35 2,60,85 2,360 (3.2) (7.) (4.4) (8.8) (5.) (9.7) (5.3) (0.6) 830,85,200 2,020,40 2,220,620 2,585 (3.7) (8.2) (5.4) (9.) (6.3) (0.0) (7.3) (.6),785 3,645 2,20 4,480 2,630 5,025 2,875 5,075 (8.0) (6.4) (20.2) (.8) (22.6) (2.9) (22.8) 3,25 5,345 3,620 8,460 4,05 0,320 4,40 0,860 (4.5) (24.) (6.3) (38.) (8.) (46.4) (9.8) (48.9). Ultimate loa capacities shoul be reuce by a minimum safety factor of 4.0 or greater to etermine the allowable working loa. 2. Linear interpolation may be use to etermine ultimate loas for intermeiate embements an compressive strengths. Allowable Loa Capacities for Carbon Steel Spike in Normal-Weight Concrete,2,3 /2 (2.7) Embement 3/4 2 /2 (63.5) Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 30 270 90 320 25 330 225 340 (0.6) (.2) (0.9) (.4) (.0) (.5) (.0) (.5) 35 30 205 430 245 465 250 465 (0.6) (.4) (0.9) (.9) (.) (2.) (.) (2.) 95 450 250 500 35 540 380 580 (0.9) (2.0) (.) (2.3) (.4) (2.4) (.7) (2.6) 70 350 205 40 235 470 255 530 (0.8) (.6) (0.9) (.8) (.) (2.) (.) (2.4) 80 395 245 490 285 540 295 590 (0.8) (.8) (.) (2.2) (.3) (2.4) (.3) (2.7) 20 455 300 505 355 555 405 645 (0.9) (2.0) (.4) (2.3) (.6) (2.5) (.8) (2.9) 445 90 530,20 660,255 720,270 (2.0) (4.) (2.4) (5.0) (3.0) (5.6) (3.2) (5.7) 805,335 905 2,5,005 2,580,05 2,75 (3.6) (6.0) (4.) (4.5) (.6) (5.0) (2.2). Allowable loa capacities are calculate using an applie safety factor of 4.0. 2. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths. 3. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by 33-/3 percent for the uration for the loa, where permitte by coe. 52 www.powers.com Canaa: (905) 673-7295 or (54) 63-426 Powers USA: (800) 524-3244 or (94) 235-6300
Spike PERFORMANCE DATA Ultimate Loa Capacities for Stainless Steel Spike in Normal-Weight Concrete,2 Embement 3/4 Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 490 920 75,55 850,220 875,290 (2.2) (4.) (3.2) (5.2) (3.8) (5.5) (3.9) (5.8) 500,75 80,650 975,740 985,830 (2.3) (5.3) (3.6) (7.4) (4.4) (7.8) (4.4) (8.2) 740,735 970,930,60 2,040,420 2,50 (3.3) (7.8) (4.4) (8.7) (5.2) (9.2) (9.7) 635,350 790,570 880,785 980 2,000 (2.9) (6.) (3.6) (7.) (4.0) (8.0) (4.4) (9.0) 670,565 970,845,045 2,095,20 2,250 (3.0) (7.0) (4.4) (8.3) (4.7) (9.4) (5.0) (0.) 795,765,080,965,375 2,45,580 2,325 (3.6) (7.9) (4.9) (8.8) (6.2) (9.7) (7.) (0.5),575 3,55,990 3,880 2,420 4,50 2,570 4,425 (7.) (4.2) (9.0) (7.5) (0.9) (8.7) (.6) (9.9). Ultimate loa capacities shoul be reuce by a minimum safety factor of 4.0 or greater to etermine the allowable working loa. 2. Linear interpolation may be use to etermine ultimate loas for intermeiate embements an compressive strengths. Allowable Loa Capacities for Stainless Steel Spike in Normal-Weight Concrete,2,3 Embement 3/4 Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 25 230 80 290 25 305 220 325 (0.6) (.0) (0.8) (.3) (.0) (.4) (.0) (.5) 25 295 205 45 245 435 245 460 (0.6) (.3) (0.9) (.9) (.) (2.0) (.) (2.) 85 435 245 485 290 50 355 540 (0.8) (2.0) (.) (2.2) (.3) (2.3) (.6) (2.4) 60 340 200 395 220 445 245 500 (0.7) (.5) (0.9) (.8) (.0) (2.0) (.) (2.3) 70 390 245 460 260 525 280 565 (0.8) (.8) (.) (2.) (.2) (2.4) (.3) (2.5) 200 440 270 490 345 535 395 580 (0.9) (2.0) (.2) (2.2) (.6) (2.4) (.8) (2.6) 395 790 500 970 605,040 645,05 (.8) (3.6) (2.3) (4.4) (2.7) (4.7) (2.9) (5.0). Allowable loa capacities are calculate using an applie safety factor of 4.0. 2. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths. 3. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by 33-/3 percent for the uration for the loa, where permitte by coe. Powers USA: (800) 524-3244 or (94) 235-6300 Canaa: (905) 673-7295 or (54) 63-426 www.powers.com 53
PERFORMANCE DATA Ultimate Loa Capacities for Carbon Steel Pipe Spike in Normal-Weight Concrete,2,3 Dia. Drill Bit Dia. bit Drill Bit Dia. bit Embe. 3/4 Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 780 975,260 975,260 975,260 975 (3.5) (4.4) (5.7) (4.4) (5.7) (4.4) (5.7) (4.4),00,85,660 2,020 2,000 2,00 2,320 2,80 (5.0) (8.2) (7.5) (9.) (9.0) (0.4) (9.8). Ultimate loa capacities shoul be reuce by a minimum safety factor of 4.0 or greater to etermine the allowable working loa. 2. Linear interpolation may be use to etermine ultimate loas for intermeiate compressive strengths. 3. For installations of the " Pipe Spike in har aggregate concrete, a 7mm SDS rill bit (Cat. No. 0390) may be use as liste in the section on SDS Plus Drill Bits. Jobsite tests are require when using this bit. Allowable Loa Capacities for Carbon Steel Pipe Spike in Normal-Weight Concrete,2,3,4 Dia. Embe. 3/4 Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 95 245 35 245 35 245 35 245 (0.9) (.) (.4) (.) (.4) (.) (.4) (.) 275 455 45 505 500 525 580 545 (.2) (2.0) (.9) (2.3) (2.3) (2.4) (2.6) (2.5). Allowable loa capacities are calculate using an applie safety factor of 4.0. 2. Linear interpolation may be use to etermine allowable loas for intermeiate compressive strengths. 3. For installations of the " Pipe Spike in har aggregate concrete, a 7mm SDS rill bit (Cat. No. 0390) may be use as liste in the section on SDS Plus Drill Bits. Jobsite tests are require when using this bit. 4. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by 33-/3 percent for the uration for the loa, where permitte by coe. Ultimate Loa Capacities for Carbon Steel Tie-Wire Spike in Normal-Weight Concrete,2 Embement /8 (28.6) /8 (28.6) Concrete Compressive Strength (f c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear 975 950,050 950,20 950 (4.4) (4.3) (4.7) (4.3) (5.0) (4.3),075,30,50,30,230,30 (5.9) (5.2) (5.9) (5.5) (5.9). Ultimate loa capacities shoul be reuce by a minimum safety factor of 4.0 or greater to etermine the allowable working loa. 2. Linear interpolation may be use to etermine ultimate loas for intermeiate compressive strengths. Allowable Loa Capacities for Carbon Steel Tie-Wire Spike in Normal-Weight Concrete,2,3 Embement /8 (28.6) /8 (28.6) Concrete Compressive Strength (f c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear 245 240 265 240 280 240 (.) (.) (.2) (.) (.3) (.) 270 330 290 330 30 330 (.2) (.5) (.3) (.5) (.4) (.5). Allowable loa capacities are calculate using an applie safety factor of 4.0. 2. Linear interpolation may be use to etermine allowable loas for intermeiate compressive strengths. 3. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by 33-/3 percent for the uration for the loa, where permitte by coe. 54 www.powers.com Canaa: (905) 673-7295 or (54) 63-426 Powers USA: (800) 524-3244 or (94) 235-6300
Spike PERFORMANCE DATA Ultimate Loa Capacities for Carbon Steel Forming Spike in Normal-Weight Concrete,2 Embe. Embe. 3/4 2 /2 (63.5) Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 780,800,000 2,000,260 2,55,520 2,30 (3.5) (8.) (4.5) (9.0) (5.7) (9.7) (6.8) (0.4) 830,85,200 2,020,40 2,220,620 2,585 (3.7) (8.2) (5.4) (9.) (6.3) (0.0) (7.3) (.6). Ultimate loa capacities shoul be reuce by a minimum safety factor of 4.0 or greater to etermine the allowable working loa. 2. Linear interpolation may be use to etermine ultimate loas for intermeiate compressive strengths. Allowable Loa Capacities for Carbon Steel Forming Spike in Normal-Weight Concrete,2 Ultimate Loa Capacities for Spike in Structural Lightweight Concrete,2,3 /2 (2.7) Concrete Compressive Strength (f c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear 440,280 400,280 380,280 (2.0) (5.8) (.8) (5.8) (.7) (5.8) 480,720 440,720 400,720 (2.2) (7.7) (2.0) (7.7) (.8) (7.7),40 3,000 960 3,000 800 3,000 (5.) (3.5) (4.3) (3.5) (3.6) (3.5),860 6,440,860 6,440,860 6,440 (8.4) (29.0) (8.4) (29.0) (8.4) (29.0). Tabulate loa values are applicable to carbon an stainless steel anchors. 2. The values liste above are ultimate loa capacities which shoul be reuce by a minimum safety factor of 4.0 or greater to etermine the allowable working loa. 3. Linear interpolation may be use to etermine ultimate loas for intermeiate compressive strengths. Allowable Loa Capacities for Spike in Structural Lightweight Concrete,2,3 /2 (2.7) Embe. Embe. 3/4 2 /2 (63.5). Tabulate loa values are applicable to carbon an stainless steel anchors. 2. Allowable loa capacities are calculate using an applie safety factor of 4.0. 3. Linear interpolation may be use to etermine ultimate loas for intermeiate compressive strengths. Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa). Allowable loa capacities are calculate using an applie safety factor of 4.0. 2. Linear interpolation may be use to etermine allowable loas for intermeiate compressive strengths. 95 450 250 500 35 540 380 580 (0.9) (2.0) (.) (2.3) (.4) (2.4) (.7) (2.6) 20 455 300 505 355 555 405 645 (0.9) (2.0) (.4) (2.3) (.6) (2.5) (.8) (2.9) Concrete Compressive Strength (f c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear 0 320 00 320 95 320 (0.5) (.4) (0.5) (.4) (0.4) (.4) 20 430 0 430 00 430 (0.5) (.9) (0.5) (.9) (0.5) (.9) 285 750 240 750 200 750 (.3) (3.4) (.) (3.4) (0.9) (3.4) 465,60 465,60 465,60 (2.) (7.2) (2.) (7.2) (2.) (7.2) Powers USA: (800) 524-3244 or (94) 235-6300 Canaa: (905) 673-7295 or (54) 63-426 www.powers.com 55
PERFORMANCE DATA Ultimate an Allowable Loa Capacities for Carbon an Stainless Steel Spike s Installe Through Metal Deck into Structural Lightweight Concrete,2,3,4,5 /2 (2.7) Embement Lightweight Concrete Over 20 Ga. Metal Deck f c 3,000 psi (20.7 MPa) Ultimate Loa /2" Wie Deck Allowable Loa Tension Shear Tension Shear 560 2,000 40 500 (2.5) (9.0) (0.6) (2.3) 560 2,000 40 500 (2.5) (9.0) (0.6) (2.3) 3/4 600 2,620 50 655 (2.7) (.8) (0.7) (2.9) 2 /2,20 3,020 280 755 (63.5) (5.0) (3.6) (.3) (3.4). The values liste above are ultimate an allowable loa capacities for anchors installe in san-lightweight concrete. 2. Allowable loa capacities are calculate using a safety factor of 4.0. 3. Spacing istances shall be in accorance with the spacing table for lightweight concrete liste in the Design Criteria. 4. Flute ege istance equals one-half the minimum eck with. Linear interpolation may be use for flute ege istance between those liste. 5. s are permitte to be installe in the lower or upper flute of the metal eck provie the proper installation proceures are maintaine. Ultimate an Allowable Loa Capacities for Carbon Steel an Stainless Steel Spike in Hollow an Groute Concrete Masonry,2,3,4 Embement Normal-Weight CMU f m,500 psi (0.4 MPa) Ultimate Loa Allowable Loa Carbon Steel Spike Stainless Steel Spike Carbon Steel Spike Stainless Steel Spike 280 540 280 540 55 0 55 0 (.3) (2.4) (.3) (2.4) (0.2) (0.5) (0.2) (0.5) 40 590 30 590 80 20 60 20 (.8) (2.7) (.4) (2.7) (0.4) (0.5) (0.3) (0.5) 740,090 730,980 50 420 45 395 (3.3) (4.9) (3.3) (8.9) (0.7) (.9) (0.7) (.8) 440,650 435,350 90 330 85 270 (2.0) (7.4) (2.0) (6.) (0.4) (.5) (0.4) (.2) 670,840 645,620 35 370 30 325 (3.0) (8.3) (2.9) (7.3) (0.6) (.7) (0.6) (.5) 800 2,00 770,890 60 420 55 380 (3.6) (3.5) (8.5) (0.7) (.9) (0.7) (.7). Tabulate loa values are for anchors installe in minimum 6-inch wie, Grae N, normal-weight concrete masonry units conforming to ASTM C 90. 2. Allowable loa capacities are calculate using a safety factor of 5.0. 3. Linear interpolation may be use to etermine loa capacities for intermeiate embements. 4. The tabulate values are for anchors installe at a minimum of 6 anchor iameters on center for 00 percent capacity. Spacing istances may be reuce to 8 anchor iameters on center provie the capacities are reuce by 50 percent. Linear interpolation may be use for intermeiate spacing. 56 www.powers.com Canaa: (905) 673-7295 or (54) 63-426 Powers USA: (800) 524-3244 or (94) 235-6300
Spike DESIGN CRITERIA Combine Loaing For anchors loae in both shear an tension, the combination of loas shoul be proportione as follows: Nu ( Nn ) Vu ( Vn ) + Where: Nu = Applie Service Tension Loa Nn = Allowable Tension Loa Vu = Applie Service Shear Loa Vn = Allowable Shear Loa Loa Ajustment Factors for Spacing an Ege Distances Installe in Normal-Weight Concrete Critical Distance Critical Distance Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr = 2.0hv F N = F v =.0 s min = hv F N = F v = 0.50 Ege Distance (c) Tension c cr = 4 FN =.0 c min = 5 FN = 0.50 Shear c cr = 4 FV =.0 c min = 5 FV = 0.25 Installe in Lightweight Concrete Critical Distance Critical Distance Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr = 3.0hv F N = F v =.0 s min =.5hv F N = F v = 0.50 Ege Distance (c) Tension c cr = 4 FN =.0 c min = 7 FN = 0.50 Shear c cr = 4 FV =.0 c min = 7 FV = 0.40 Powers USA: (800) 524-3244 or (94) 235-6300 Canaa: (905) 673-7295 or (54) 63-426 www.powers.com 57
DESIGN CRITERIA Loa Ajustment Factors for Normal-Weight Concrete Dia. () /2 () 2 /2 2 3/4 s cr () 3/4 2 2 /2 3/4 2 2 /2 5 5 /2 s min () 2 /2 2 3/4 0.50 0.50 0.57 0.50 0.57 0.50 0.7 0.63 0.50 0.7 0.63 0.50 /2 0.86 0.75 0.60 0.86 0.75 0.60 3/4.00 0.88 0.70.00 0.88 0.70 2.00 0.80.00 0.80 2 /2.00.00 0.50 2 3/4 0.55 0.50 3 0.60 0.55 4 0.80 0.73 5.00 0.9 5 /2.00 Spacing, s (inches) Spacing, Tension (F N) & Shear (F V) Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to 2 embement epths (2 hv) at which the anchor achieves 00% of loa. spacing (s min) is equal to embement epth () at which the anchor achieves 50% of loa. Ege Distance, Tension (F N) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 2 /2 0.50 0.59 0.50 0.78 0.64 0.50 2 0.8 0.67 0.52 2 /2 0.96 0.78 0.59 0.50 2 5/8.00 0.8 0.6 0.5 3 0.89 0.67 0.56 3 /2.00 0.74 0.6 4 0.8 0.67 5 0.96 0.78 5.00 0.8 6 0.89 7.00 Ege Distance, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% of loa. ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 50% of loa. Ege Distance, Shear (F V) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 2 /2 0.25 0.39 0.25 0.67 0.46 0.25 2 0.72 0.50 0.28 2 /2 0.94 0.67 0.39 0.25 2 5/8.00 0.7 0.42 0.27 3 0.83 0.50 0.33 3 /2.00 0.6 0.42 4 0.72 0.50 5 0.94 0.67 5.00 0.7 6 0.83 7.00 Ege Distance, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% of loa. ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 25% of loa. 58 www.powers.com Canaa: (905) 673-7295 or (54) 63-426 Powers USA: (800) 524-3244 or (94) 235-6300
DESIGN CRITERIA Loa Ajustment Factors for Lightweight Concrete Spacing, Tension (F N) & Shear (F V) Dia. () /2 () 2 /2 2 3/4 s cr () 2 5/8 3 3 3/4 2 5/8 3 3 3/4 7 /2 8 s min () /2 /2 3 3/4 4 /8 0.50 0.50 /2 0.57 0.50 0.57 0.50 0.7 0.63 0.50 0.7 0.63 0.50 /2 0.57 0.50 0.40 0.57 0.50 0.40 2 5/8.00 0.88 0.70.00 0.88 0.70 3.00 0.80.00 0.80 3 3/4.00.00 0.50 4 0.53 4 /8 0.55 0.50 5 0.67 0.6 6 0.80 0.73 7 0.93 0.85 7 /2.00 0.9 8.00 Spacing, s (inches) Spike Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to 3 embement epths (3hv) at which the anchor achieves 00% of loa. spacing (s min) is equal to.5 embement epth (.5) at which the anchor achieves 50% of loa. Ege Distance, Tension (F N) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 3/4 2 5/8 3 /2 0.50 3/4 0.67 0.50 2 0.76 0.57 2 5/8.00 0.75 0.50 3 0.86 0.57 3 /2.00 0.67 0.50 4 0.76 0.57 5 0.95 0.7 5.00 0.75 6 0.86 7.00 Ege Distance, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% of loa. ege istance (c min) is equal to 7 anchor iameters (7) at which the anchor achieves 50% of loa. Ege Distance, Shear (F V) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 3/4 2 5/8 3 /2 0.40 3/4 0.60 0.40 2 0.7 0.49 2 5/8.00 0.70 0.40 3 0.83 0.49 3 /2.00 0.60 0.40 4 0.7 0.49 5 0.94 0.66 5.00 0.70 6 0.83 7.00 Ege Distance, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% of loa. ege istance (c min) is equal to 7 anchor iameters (7) at which the anchor achieves 40% of loa. Powers USA: (800) 524-3244 or (94) 235-6300 Canaa: (905) 673-7295 or (54) 63-426 www.powers.com 59
ORDERING INFORMATION Mushroom Hea Carbon Steel Spike (Tamperproof) Cat. No. Size Drill M Embe. St. Box St. Carton Wt./00 5502 " x " " " 00,000 5503 " x " " " 00,000 /2 5504 " x /2" " " 00,000 3/4 5506 " x 2" " " 00,000 2 5508 " x 2 /2" " " 00,000 2 550 " x 3" " " 00,000 2 /2 55 " x 3 /2" " " 00,000 3 /2 552 " x 4" " " 00 500 4 5522 " x " " " 00,000 /2 5523 " x " " " 00,000 2 5524 " x /2" " " 00,000 2 /2 5526 " x 2" " " 00,000 3 5528 " x 2 /2" " " 00,000 4 5530 " x 3" " " 00,000 4 /2 5546 " x 2" " 3/4" 25 250 7 /2 5548 " x 2 /2" " 3/4" 25 250 9 5550 " x 3" " 3/4" 25 250 0 555 " x 3 /2" " 3/4" 25 250 The publishe length is measure from below the hea to the en of the anchor. Flat Hea Carbon Steel Spike (Tamperproof) Cat. No. Size Drill M Embe. St. Box St. Carton Wt./00 5608 " x 2 /2" " " 00,000 2 560 " x 3" " " 00,000 2 /2 562 " x 4" " " 00 500 4 5624 " x /2" " " 00,000 2 /2 5626 " x 2" " " 00,000 3 5628 " x 2 /2" " " 00,000 3 3/4 5630 " x 3" " " 00,000 4 /2 563" x 3 /2" " " 00,000 5 5632 " x 4" " " 00 500 5 3/4 The publishe length is the overall length of the anchor. 60 www.powers.com Canaa: (905) 673-7295 or (54) 63-426 Powers USA: (800) 524-3244 or (94) 235-6300
Spike ORDERING INFORMATION Mushroom Hea Type 36 Stainless Spike (Tamperproof) Cat. No. Size Drill M Embe. St. Box St. Carton Wt./00 6602 " x " " " 00,000 6603 " x " " " 00,000 /2 6693* " x " " " 00,000 /2 6604 " x /2" " " 00,000 3/4 6606 " x 2" " " 00,000 2 6608 " x 2 /2" " " 00,000 2 6622 " x " " " 00,000 /2 6623 " x " " " 00,000 2 6624 " x /2" " " 00,000 2 /2 6626 " x 2" " " 00,000 3 6628 " x 2 /2" " " 00,000 4 6630 " x 3" " " 00,000 4 /2 6646 " x 2" " 3/4" 25 250 7 /2 6648 " x 2 /2" " 3/4" 25 250 9 6650 " x 3" " 3/4" 25 250 0 The publishe length is measure from below the hea to the en of the anchor. *Supplie with EPDM Sealing Washer. Pipe Spike Cat. No. Size Drill M Embe. St. Box St. Carton Wt./00 3755 " " " 00,000 4 3758 " " 3/4" 50 500 6 Designe for ro hanging. Tie-Wire Spike Catalog Drill Tie Wire Stanar Stanar Number Size Embe. Hole Size Box Carton Wt./00 3756 " " /8" " 00 500 2 3759 " " /8" 9/32" 00 500 2 /2 Designe for suspene ceilings. Forming Spike Cat. No. Size Drill M Embe. St. Box St. Carton Wt./00 3795 " x /2" " " 00,000 2 /2 3796 " x 2" " " 00,000 3 3797 " x 2 3/4" " " 00,000 4 3794 " x 2 3/4" " " 00,000 5 Designe for concrete forming. The publishe length is measure from below the hea to the en of the anchor. Powers USA: (800) 524-3244 or (94) 235-6300 Canaa: (905) 673-7295 or (54) 63-426 www.powers.com 6
ORDERING INFORMATION Spike Drivers While the SPIKE anchor can easily be installe using a hammer, a specially esigne series of rivers an manual tools provie a fast, easy to use metho for installing SPIKE anchors into concrete an masonry materials. The tools allow the SPIKE anchor to be installe in confine areas an prevent amage to the fixture from stray hammer blows. Catalog Number Tool Description Guie I.D. Stanar Box Wt./00 3790 Spike Driver 000 /2" 379 Spike Driver 2000 /2" 3894* Spike Driver 6000 " *Discontinue item once current stock is exhauste. The SPIKE Driver 000 is a one piece tool with an SDS shank forme on one en an a retractable guie on the other. The river is esigne to fit irectly into the chuck of an SDS rotary hammer rill to provie maximum impact energy for faster riving. Once the anchor hole is rille, insert the SPIKE Driver 000 into the chuck of the rotary hammer rill. Insert the tip of the SPIKE through the fixture into the anchor hole, then place the guie over the hea of the SPIKE. Turn the rotary hammer on an rive the SPIKE until it is at the require embement in the base material an seate flush against the fixture. As the SPIKE is riven into the base material, the guie retracts until the anchor is fully seate. This river is normally use with a two person installation team where one installer is rilling the anchor holes while the other positions the fixture an sets the anchor. The SPIKE Driver 2000 is a variation of the 000 tool which is esigne to be use in conjunction with a " x 4" or " x 4" SDS carbie tippe bit. The Driver has a recesse en which is slippe over the SDS bit on one en an a retractable guie on the other. Once the anchor hole is rille, slip the SPIKE Driver 2000 over the " or " SDS bit. Drive the SPIKE anchor with the rotary hammer until it is seate flush against the fixture an at the require embement in the base material. As the SPIKE is riven into the base material, the guie retracts until the anchor is fully seate. Once the SPIKE is installe,remove the river from the SDS bit an rill the next anchor hole. The SPIKE Driver 6000 is a one piece tool which is esigne to rive " or /2" iameter SPIKE anchors when using a spline shank rotary hammer rill. The Driver has a Spline shank forme on one en an a large, tapere retractable guie on the other to allow the Driver to be easily positione over the hea of the SPIKE. Once the anchor hole is rille, insert the SPIKE Driver 6000 into the chuck of the rill to rive the SPIKE. Pipe Spike Setting Tool When installing the " Pipe SPIKE, this tool is esigne to make riving easier. The tool has a guie tip on which the " Pipe SPIKE is mounte which helps to protect the internal threas uring the riving operation. A large hanle provies a convenient gripping area an a large bearing surface to accept the hammer blows. Simply position the " Pipe SPIKE on the tool an insert the tip of the anchor into the hole. Give the en of the hanle several sharp hammer blows to rive the " Pipe SPIKE into the base material until it is at the require embement. Catalog Number Tool Description Tip O.D. Stanar Box Wt./00 3760 Pipe Spike Setting Tool 5/6" Spike Driver Selection Guie Style Size 000 2000 6000 Pipe Mushroom " X X Mushroom " X X Mushroom " X Mushroom /2" X Flat Hea " X X Flat Hea " X X Pipe " X X Pipe " X X Tie-Wire " X X Forming " X X Forming " X X 2006 Powers Fasteners, Inc. All Rights Reserve. Spike is a registere traemark of Powers Fasteners, Inc. 62 www.powers.com Canaa: (905) 673-7295 or (54) 63-426 Powers USA: (800) 524-3244 or (94) 235-6300