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HomeMy WebLinkAbout5740 FLEET ST; 100; FPC2017-0156; Permit17 Caty of Carlsbad ri 1itl11i$]4I . ••.: Print Date: 03/22/2022 Job Address: 5740 FLEET ST, # 100, CARLSBAD, CA 92008-4704 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2111000100 Track #: Valuation: $174,319.48 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: OCEAN TERRACE #100 -SPRINKLER TI 7-100 HEADS (34) Permit No: FPC2017-0156 Status: Closed - Finaled Applied: 06/07/2017 Issued: 06/15/2017 Finaled Close Out: 02/23/2021 Inspector: Final Inspection: Applicant: FPContractor: AMERICAN AUTOMATIC FIRE SUPPRESSION AMERICAN AUTOMATIC FIRE SUPPRESSION INC INC JAZZMIN DEEKEN 9925 PROSPECT AVE, # STE B 9925 PROSPECT AVE, # B SANTEE, CA 92071 SANTEE, CA 92071 (619) 562-3010 (619) 562-3010 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov Malleable Iron Threaded Pipe Unions Pressure - Temperature Ratings Temperature Pressure _____________ Class 150 Class 250 Class 300 (°F) (°C) psi bar psi bar psi bar -20° to 1500 28.90 to 300 20.7 65.60 500 34.5 600 41.4 2000 93.30 265 18.3 455 31.4 550 37.9 2500 121.10 225 15.5 405 27.9 505 34.8 3000 148.9° 185 12.8 360 24.8 460 31.7 3500 176.70 150 10.3 315 21.7 415 28.6 4000 204.40 110 7.6 270 18.6 370 25.5 4500 232.20 75 5.2 225 15.5 325 22.4 5000 260.00 - - 180 12.4 280 19.3 550° 287.8° - - 130 9.0 230 15.9 Note: Unions with Copper or Copper Alloy seats are not intended for use where temperature exceeds 450°F c®Us APPROVED For Listings/Approval Details and Limitations, visit our website @ www.anvilintl.com or contact an Anvil/AnvilStar Sales Representative. Malleable Iron Threaded Fittings Pressure - Temperature Ratings Temperature Pressure Class 150 Class 300 __________ Sizes '/-1" (6-25 mm) Sizes 11/4"-2' (32-51 mm) Sizes 21/2 -3° (64-76 mm) (°F) (°C) psi bar psi bar psi bar psi bar -200 to 1500 -28.90 to 300 20.7 2,000 65.60 137.9 1,500 103,d 1,000 68.9 2000 93.3 265 18.3 1,785 123.1 1,350 93.1 910 62.7 2500 121.1 225 15.5 1,575 108.6 1,200 82.7 825 56.9 3000 148.9 185 12.8 1,360 93.8 1,050 72.4 735 50.7 350° 176.7 150 10.3 1,150 79.3 1 900 62.1 650 44.8 4000 204.4 - - 935 64.5 750 51.7 560 38.6 4500 232.2 - - 725 50.0 600 41.4 475 32.8 5000 260.0 - - 510 35.2 450 31.0 1 385 26.5 5500 287.8 - - 300 20.7 300 20.7 1 300 20.7 Anvil Class 150/300 Malleable Iron Fittings conform to ASME B16.3 and Unions conform to ASME 616.39. ALL ELBOWS & TEES %" (10 ON) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) ............. 0040000W ull Moose Tube® is a customer focused, Igrowth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides. in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. EDL ___ www.BullMooseTube.com I A I L sales@bullmoosetube.com IIIEDULE 40 800.325.4467 'THREAD 400 WDYLITE c®us LISTED <*> APPROVED rol A ONFSA S NFPA BULL IV100SE TUBE COMPANY 2 Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. c®us LISTED <*> APPROVED no ONFS4 NFPA ADVANTAGES OF BULL MOOSE TUBE® EDDY PIPE® FAMILY All pipe products are UL Listed (for U.S. and Canada), and have been approved by Factory Mutual. Excellent production and coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are certified to ASTM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill raIlings. More popular sizes available with coating or bare. Ultra Eddy®, Eddy Flow®, Eddylite®, and Eddythread 40® offer cost savings along with superior hydraulics without compromising service life. Sprinkler pipe inventory stocked in Masury, Ohio; Gerald, Missouri; Casa Grande, Arizona; Kent, Washington; and Dallas, Texas. All Bull Moose (black) sprinkler pipe includes our exclusive EDDY GUARD Il® MIC preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threddable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. All information contained herein is accurate as known at the time of publication. Bull Moose Tube® reserves the right to change product specifications without notice and without incurring obligation. c®us LISTED <*> APPROVED Do L4 NFPA • SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 - - 1527 1.41 fts/fLJ_1.820 91 r 1-1/4 1660J f442 11 991 l[Th 81 6ift][2 T6 209I6sIft "3053 61 2 2375 j[Th7 J[ L 2-f/_2 _1 2.875 2.635 - -. 4.92 3.53 lbs/ft 5.893 30 L 3 3 50O [ 3ö - 4 34 Ibs/1F1 [7.957 19TIiIJ 4 4.500 4260 - 250 - Tls/ft ' 11796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE SIZE (IN) O.D. (IN) I.D. (IN) CRR** WATER FILLED BUNDLE WEIGHT/FT WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 1_1/4__1_660_JL io J['ioo 2918 [ 5i 1 2 11/2 ________________1900 1610 100 1 23751E2067 _11_1007 fl_36611_ft1 __272 lbs/ft 3602 44' _114 JE 30 2.875 2.468 1.00 5.80 lbs/ft 7.875 ------30'-- 3.500 ir 3.068 ir -4-*---- 100 ][58Ibs/ft1L 10783][_19- -- 4500 - 4026 100 - 8Qlbslft 16.316 *Only available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UI Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact (800) 325-4467 www.bullmoosetube.com ) Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com is~l , -p ( 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grand AZ Dallas, D( Masurt OH Bull.. MOOSE TI.JBECOMPAI%IV 63017 B ull Moose Tube's® Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's® Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM A 123 stndads.•All products are stencilled to meet FM & UL specifications. -- FireLock® Outlet-I ® <S>ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 The Style 922 Outlet-I provides a convenient method of incorporating ½, 3/4, and 1/15, 20 and 25 mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1'A through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-I is UL/FM rated up to 300 psi/2068kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para___________ Location - Date Approved www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTALILIC COMPANY. ALL RIGHTS RESERVED. REV ( \4taulicr 10.52 1 FireLock® Outlet-I STYLE 922 DIMENSIONS l• I_I uf us I PS CARBON STEEL PIPE - HOLE CUT PRODUCTS 1U.Z Nominal Siz inches/mm Dimensions - _ I I Approx. Weight 130 183 1.10 387 256 1¼ ½ 1 3A6 10 x 32 15 30.2 33.0 46.5 27.9 98.3 60 0.45 3/4 1 3A6 1.28 1.83 1.10 3.87 2.56 11 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 1/io 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 1 38.6 55.4 27.9 98.3 65.0 0.54 1½ 1h 1 3A6 1.42 1.95 1.22 4.08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 3% 1 /io 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 1 /I6 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41.7 58.4 310 103.6 65.0 0.59 2 ½ 1 '16 1.66 2.19 1.46 4.60 2.56 1.3 x 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 3% 1 3A6 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 1 37.1 116.8 650 0.64 1 1 3/16 1.88 2.54 1.46 4.60 2.56 1.5 25 30.2 47.8 64.5 37.1 116.8 650 0.68 21/2 ½ 1/l6 1.91 2.44 1.71 5.40 2.56 1.6 x 65 15 30.2 - 48.5 62.0 43.4 137.2 65.0 0.73 3/4 1 1.89 2.44 1.71 5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 1 137.2 65.0 0.73 1 1 3A6 2.13 2.79 1.71 5.40 2.56 1.6 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 ½ 1 3A6 1.91 2.44 1.71 5.50 2.56 1.6 76.1 mm X 15 30.2 48.5 62.0 43.4 139.7 65.0 0.73 3% 1/l6 1.89 2.44 1.71 5.50 2.56 1.6 20 30.2 48.0 62.0 43.4 139.7 65.0 0.73 1 13/16 2.13 2.79 1.71 5.50 2.56 1.7 25 30.2 54.1 70.9 43.4 1 139,7 1 65.0 1 0.80 t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com vIcTAuLIc IS A REGISTERED TRADEMARK OF viclAuLic COMPANY. © 2009 VIcTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 2 \4taulicr RFV ( IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-I STYLE 922 PERFORMANCE Run Size x Outlet Size Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)*, FT x 32 25 11/2 1 x 40 21/2 1 x 65 76.1 mm x 4. Hazen-Williams coefficient of friction is 120 www.victaulic.com VICTAULIC Is A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. A—c—taUliC PFV r 1fl.52 FireLock® Outlet-I STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com ./tauIic 10.52 3355 REV G UPDATED 12/2009 VICTAULIC IS A REGISTERED TRADEMARK OF vICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org Iw RING HANGER I thru 4 Inch pipe LISTED FOR STEELICPVC 1/2 & 314 inch pipe 5 thru 8 inch pipe SIZE - ROD- 3/8" or 1/2' SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - ':@ us LISTED 25511"- 8" Approval guide - 1"- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H- 171E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. 11/09 NFPA 13 PIPE ROD I WT. 5 WT.+250 UL TEST LOAD 1 3/8 30.75 403.75 750 1114 3/8 43.95 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 1 634.75 750 21/2 3/8 118.35 841.75 850 3 3/8 162.30 1061.50 1050 4 3/8 246.00 1460.00 1500 5 1/2 349.45 1996.75 2000 6 1/2 476.35 2631.75 2650 8 1/2 1 711.00 13805.00 4050 551 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER Restraint SIZE - One size fits 3/4 thru 2 inch AFCON #300 Ring Hanger. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - c us 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER. AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. =I 1/08 PowerStud+ 5D2 Assembly -Powers Power-Stud+'o 5D2 PRODUCT INFORMATION FASTENERS Power-Stud+ SD2 Wedge Expansion Anchor The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, structural sand-lightweight concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. Structural connections, i.e., beam and column anchorage Utility and safety-related attachments Interior applications / low level corrosion environment Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading Medium to heavy duty purposes + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor + Anchor design allows for follow-up expansion after setting under tensile loading International Code Council, Evaluation Service (ICC-ES), ESR-2502 for concrete Code compliant with the 2009 IBC, 2009 IRC, 2006 IBC, 2006 IRC, 2003 IBC, 2003 IRC and 1997 UBC Tested in accordance with ACI 355.2 and ICC-Es AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Global (Factory Mutual) - File No. 3033795, 318" and 112" diameters Pipe hanger components for automatic sprinkler systems Underwriters laboratories (UL Listed) - File No. DO 289 - See listing. SECTION CONTENTS Page No. GeneralInformation .................... 1 Material Specifications ... ............ I Installation Specifications ........... 2 Installation Instructions ............... 3 Performance Data........................4 Ordering Information THREAD VERSION UNC threaded stud ANCHOR MATERIALS Zinc plated carbon steel body with stainless steel expansion clip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYP.) 3/8" diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Grout-filled concrete masonry ((MU) CSI Divisions: 03151-Concrete Anchoring, Masonry Anchorage and 05090-Metal Fastenings. Expansion anchors shall be Power-Stud+ SD2 as supplied by Powers Fasteners, Inc., Brewster, Im NY. Anchors shall be installed in accordance with published instructions and the Authority r (7 \ Having Jurisdiction. \J } Anchor component Specification Anchor body Medium carbon steel Hex nut Carbon steel, ASTM A 563, Grade A Washer Carbon steel, ASTM F 844; meets dimensional requirements of ANSI B 18.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor bod nut and washer) Zinc plating according toASTM B 633, SC1,Type Ill (Fe/Zn 5) Minimum plating requirment for Mild Service Condition g 1 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Power-Stud+ SD2 Anchor Detail 2owers FASTENERS PRODUCT INFORMATION Power-Stud.. 5D2 Installation Table for Power-Stud+ SD2' Nominal Anchor Size Anchor Property/Setting Notation Units Information 3/8" 1/2" 5/8" 3/4" Anchor diameter d0 in. 0.375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9/16 11/16 13/16 clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbjt 3/8 1/2 5/8 314 in. ANSI ANSI ANSI ANSI Minimum nominal embedment hnom in. 2 3/8 2 1/2 3 3/4 3 7/8 4 7/8 4 112 5 3/4 depth (mm) 1 (60) (64) (95) (98) (124) (114) (146) Effective embedment hef in. 2 2 3 1/4 3 1/4 4 1/4 3 3/4 5 (mm) (51) (51) (83) (83) (108) (95) (127) Minimum hole depth1 h0 in. 2 5/8 2 3/4 4 4 1/4 5 1/4 4 3/4 6 (mm) (67) 1 (70) (102) (108) 1 (133) (121) (152) Minimum concrete member hmjn in. 4 41/2f 6 5314153/4 5 3/4 6 1/2 8 7 10 thicknessl (mm) (114)1(152) (146) (146) (165)1(203) (178) (254) Minimum overall anchor length 1anch in. 3 3 3/4 4 1/2 4 3/4 6 6 1/4 7 (mm) (76.2) (95) 1 (114) (121) (152) (159) (178) Minimum edge distance1 Cm/fl in. 2 1/2 4[23/4 4 2 3/4 4 1/4 4 1/4 5 4 1/2 (mm) (63.5) 1 (102) (70) (102) J (108) 1 (108) (127) (114) Minimum spacing distance1 5m1n in. 3 1/2 6 6 t(152) 4 6 41/4 41/4 6 6 (mm) (88.9) (102) (152) (108) (108) (152) (152) Critical edge distance1 C in. 6 1/2 8 10 8 15 3/4 10 12 12 (mm) j!) (203) (254) (203) (400) (254) (305) (305) Installation torque Tj,ist ft.-lb. 20 40 60 110 (N-m) (27) 1 (54) (81) (149) Torque wrench socket size - in. 9/16 3/4 15/16 1 1/8 Nut height - in. 21/64 7/16 35/64 41/64 1. For installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-Inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3he1 or 1.5 times the flute width. Head Marking Legend Letter Code = Length Identification Mark Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Length Identification Mark A B C D E F 6 H I J From 1-112" 2" 2-1/2" 30 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" up to but 2" 2-1/2" 3" 3-1/2" 4" 4-112" 5" 5-112" 6" 6-1/2" Mark K I. M N 0 p M N o P From 6-1/2" 7" 7-1/2" 8" 8-112" 9" 7-1/2" 8" 8-1/2" 9" Up to but not 1" 7-1/2" 8" 8-1/2" 9" 9-1/2" 8" 8-1/2" 9" 9-1/2" induding - Length identification mark indicates overall length of anchor. 9 Powers LJSk (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 61 ?owers Power-Stud.i SD2 PRODUCT INFORMATION FASTENERS Installation Instructions for Power-Stud+ SD2 7- 1.) Using the proper drill bit size, 2.) Remove dust and debris from 3.) Position the washer on the 4.) lighten the anchor with a drill a hole into the base the hole. anchor and thread on the nut if torque wrench by applying the material to the required depth. installing through a fixture, drive required installation torque. Tin t The tolerances of the drill bit the anchor through the fixture into used should meet the the hole. Be sure the anchor is requirements of ANSI Standard driven to the minimum required B212. 15. nominal embedment depth, hnom Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' tmJtflMM M-&WTWOGNT coeceire os r coil sxru.uecetMreMuM ztelePM) / . WK 31 - : 12- VMM UK ! nrel r - wli VW I40. aeGeeEsvEaaraIi. WRIM Installation Detail B: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete23 STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3000 PSI) 7 r CIr. Mm. / ' 2 Min. :i TJ iMai. L•_ ; Min. Min —I4 1XI L- /i Mi No. 20 Gage Steel Deck Min. / Lower Flute Edge -" Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles may be installed with a maximum 14nch offset in either direction from the center of the flute The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail B profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance maybe increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/44nch a minimum hole clearance 3/4-in6 is satisfied. g 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION PowerStud+ 5D2 Tension Design Information (For use with load combinations taken from ACI 318 Section 92)1.2 Design Characteristic Notation Units Nominal Anchor Size 3/8" 1/2" 5/8" 3/4- Anchor category 1, 2 or 3 - 1 1 1 1 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) ksi (N/mm2) 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) A in2 (mm2) 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tension N lb (kN) 6,625 (29.4) 10,445 (48.0) 13,080 (58.2) 21,230 (94.4) Reduction factor for steel strength3 4' - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment hf in. (mm) 2.00 (51) 2.00 1 (51) 3.25 (83) 3.25 1 (83) 4.25 (108) 3.75 I (95) 5.00 (127) Effectiveness factor for unaacked concrete /ç,0. - 24 24 24 24 Effectiveness factor for cracked concrete k,- 17 17 17 17 Modification factor for cracked and uncracked concrete5 - See note 5 See note 5 See note 5 See note 5 Critical edge distance cac in. (mm) 8 (203) 8 (203) 10 1 (254) 8 (203) 15-3/4 1 (400) 12 (305) 12 I (305) Reduction factor for concrete breakout sIrength3 4' - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 psi)6 N P,LW lb (kN) 2,775 (2.3) See note 7 J See note 7! See note 7 See note 7 See note 7 Characteristic pullout strength, cracked concrete (2,500 psi)6 N P lb (kN) (9.6) See not 7 2,165 7,795 See note 7 See note 7e 4.980 (22.4) (35.1) Reduction factor for pullout strength3 4' - 1 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic69 ,ses lb (kN) 2165 (.6) See note 7 {1S See note ' 4,980 (22.4) I See note 7 I 7,795 j (35.1) Reduction factor for pullout strength3 4' - 1 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCJUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK thadUCpUUoutsmgthi cracked aIcrete over Steel dedgaonngffh1stallation Detail A'° NAd ° lb (kN) 1,855 ('8.3) 2,065 (9.2) 3,930 (17.5) 4,665 (20.8) 7,365 (32.8) 4,900 (21.8) Chacteristicpullout strength, taaddcriaete ov - steeldedcaccoftfingtolnstallationDetailB'° NPd ° lb (kN) 1,445 (6.4) 1,465 (6.5) 2,600 (11.6) 3,305 (14.7) 3.490 (15.5) 3,470 (15.4) Characteristic pullout strength, unaaddconcrete oversteel deck, according to Installation Detail 810 ' lb (kN) 1,600 ' (5.6) 2,025 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Characteristic pullout strength, cracked concrete over steel deck, according to Installation Detail 810 NPd . lb (kN) 1 250 (.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Reduction factor for pullout strength3 4' - 0.65 (Condition B) The data in this table Is intended to be used vvith the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D3.3 shall apply. Installation must comply with published instructions and details. Allvalues of 0 w detarmined from the load combinations of ACI 318 Section 9.2. If the toad combinations of Appendix C are useti the appropriate value of #must be detetndned in accordancewithACI 318 0.45. For reinforcement that meets ACI 318 Appendix 0 requirements for condition A, see ACI 318 0.4.4 for the appropriate factor. The Pew-stud+ SD2 is considered a ductile steel etetnent in tension as defined by ACI 318 0.1. Reported values for steel strength as tension are based on test results per ACI 355.2 and shat be used for design For all design cases use PN= 1.0. select appropriate effectiveness factor for cracked concrete ) or unctacked concrete (kO). For all design cases use 41çp= 1.0. For concrete compressive strength greater than 2.500 psi. fl(r0 = (pullout strength value from taltte)"(spedfled concrete cnrritesstve s1rength12500)fl. For concrete over steel deck the value of2S00 must be replaced wth the value of3000. For allasdsclsn= 1/2with the ecceplionof tie 3l8' anchorsue for aacked concrete w$seren= 1/3. Pullout strength does not central design of indicated andtors Do not calculate pullout strength for indicated anchor size and enthednient. Anchors are permitted to be used in structural sand-tghtweight concrete provided that Nfr Neq and Np.s are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. ties for N &d are for structural andtteigte concrete (f5 my, = 3,000 psi) and additional lghtwdgll oncrete reduction factors need not be applied In arididori, evaluation for the concrete breakout capacity in accordance with ACI 318 D.5.2 Is not required for anchors installed in the flute (soffit). Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 4 ?owers Power-Stud+ S02 PRODUCT INFORMATION FASTENERS Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)19 Design Characteristic Notation Units Nominal Anchor Size ________ 3/8" 1/2" 5/8" 3/4" Anchor category 1, 2 or 3 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength (heads) ksi 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) ft, ksi (N/mm2) 96.0 (662) 84.8 (585) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) Ase in2 (mm2) 0.0775 (50.0) 0.1419 (65.7) 0.2260 (104.9) 0.3345 (215.8) Steel strength in shear5 lb (kN) 2 190 ('9.7) 4.640 (20.6) 9800 (44.1) 10,175 (4'S.3) Reduction factor for steel strength3 0 - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load beating length of anchor (hef or 8d0, whichever is less) 4 in. (mm) 2.00 (51) 1 2.00 (51) 1 3.25 (83) I 3.25 I (83) I 4.25 (108) 3.75 (95) 5.00 1 (127) Reduction factor for concrete breakout strength3 - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR' Coefficient for pryout strength (1.O for hef<2.5in.,2.O for h2!2.5in.) - I 1.0 1.0 2.0 I 2.0 2.0 I 2.0 I 2.0 Effective embedment h in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) I 4.25 (108) 3.15 I (95) 5.00 (127) Reduction factor for pryout strength3 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 lb (kN) 1,955 (8.7) 4,640 (20.6) I 6530 (9.0) 6,635 j (29.5) Reduction factor for steel strength in shear, seismic3 0 - 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCTUAL SAND-LIGIITWEIGHTAND NORMAL -WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel deck according to installation Detail A8 v dck ' lb (kN) 2 170 ('9.7) 3 815 (17.0) I 5,040 I (22.4) 4 015 (17.9) 6,670 (9.7) I 4,325 (19.2) Steel strength in shear concrete over steel deck according to Installation Detail B3 V sa4Eck lb ( lib 2 170 ('9.7) 2 880 (12.8) I Not Applicable I Not Applicable Not Applicable I Not Applicable Reduction factor for steel strength in shear for concrete over steel deck3 - 0.60 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D for anchors resisting seismic load combinations the additional requirements of AC 318 D.3.3 shall apply. Installation must comply with published instructions and details All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318 Section 0.4.5. For reinforcement that meets ACI 318 Appendix I) requirements for Condition A, see ACI 318 D.4.4 for the appropriate 0 factor. The Power-Stud+ SD2 is considered a ductile steel element as defined by ACI 318 0.1 with the exception of the 3/8" anchor size in shear. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and shall be used for design. These reported values may be tower than calculated results using equation 0-20 in ACI 318-05 0.6.1.2 and D-18 in ACI 318-02, a6.1.2. Anchors are permitted to used in structural sand-lightweight concrete provided that Vb and V are multiplied by a factor of 0.60 (not required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Section 9.6. Values for V,, are for siructual sariRghiweight concrete (í'ç = 3.000 psi) and additional IIght concrete reduction factors need not be applied. In addition, evaluation for the concrete breakcotcapadtyin accordance with AC1318 D.62 and the pryout capacity in accordance with ACI 318 D.63 are riot required for anchors installed in the flute (soffit). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. www.powers.com Canada (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914)235-6300 FASTENERS PRODUCT INFORMATION Power.5tud+' 5D2 Factored Design Strength (6Nn and 6V,,) Calculated in Accord a nce with ACI 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete - with minimum slab thickness, ha = h,, and with the following conditions: - Cal is greater than or equal to the critical edge distance, Cac (table values based on Cal = Cac). - Ca2 is greater than or equal to 1.5 Cal ' Cal Calculations were performed according to AC! 318-05 Appendix D. The load level corresponding to the controlling r Ca2 .ha faike mode is listed (e.g. For farisiofr steel, concrete breakout and pullout For shear steel, concrete brealcout and piyout). Furthermore the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment for the selected aithor noted in the design information tables, Please also reference the installation specifications for more information. Strength reduction factors () were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strength for Power-Stud+ SD2 in Cracked Concrete Nominal Nominal Minimum Concrete Compressive Strength, f'c (psi) Anchor Embed. 2,500 3,000 4,000 6,000 8,000 ON. 0 Vn ON. bV 4N $bV bN V,, ON, 4V Size h m n) (in.) Tension (lbs.) Shear (lbs.) Tension (lbs.) shear (lbs.) Tension (lbs.) shear (lbs.) Tension (lbs.) shear (lbs.) Tension (lbs.) Shear (lbs.) 3/8 2-3/8 1,4o5 iW9 1,495 1,1645 flJ 1,885 %W 2,075 21/2 1,565 1,635 1,710 1,845 1,975 2,130 2,420 2605 2795 3010 1/2 3-3/4 2,845 3,115 3 595 i4!M 4405 iji 5085 3235 5,015 5540 5790 37/8 3515 3545 3,920 4095 4525 5/8 4-7/8 3,235 4,885 3,545 5,355 4,095 6,180 5015 --- (J 5,790 - 41/2 4010 4,730 4,395 5,185 5,075 5985 6,215 7,175 314 7850 J F5-_3/4A 5,065 5,550 6,410 9,065 Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Minimum Concrete Compressive Strength, f'c (psi) Nominal Nominal 2,500 3,000 4,000 6,000 8,000 Anchor Embed ON, çbV ON, çbV ONn çbV ON, 4)V ON. r1V Size h, (in.) (in.) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,805 *1 1,975 2,280 l,;]j 2,795 ) j.tr 3,225 'i,JJ) 2-1/2 2,205 2,375 2,415 2,605 2,790 , _______-00 5 2,795 ? 945 1/2 ___ 6,660 -•-- - - 3-3/4 4,300 ----.-.- J1I 4,710 5,440 --- 7,690 §- 3-7/8 4,570 5,005 5,005 5,485 5,780 6,335 7,080 8,175 5/8 UI 17,225 10130 J3 4-7/8 6,835 ti' (j.t3J --"-----------. 7,485 6 205 Jj.) 8,645 fl65 10,585 I 8775 4 1/2 5 665 3/4 53/4 8,720 .. ...'. - , ckJJi 955 .. Jj 11030 1i . ..,-. J I 13,510 t4 t3J 15,600 1 Steel Strength Controls I Concrete Breakout Strength Controls I I Anchor Pullout/Piyout Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, o for the controlling load combination. see iCC-ES ESR-2502. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ?owers PowerStud+M 5D2 PRODUCT INFORMATION FASTENERS Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete'2 Nominal Anchor Size (in) Nominal Embed. (in) Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) V,gj Shear (lbs.) Tension (lbs.) V g9,aj Shear (lbs.) Tension (lbs.) Shear (lbs.) 3/8 2-3/8 1,005 940 1,065 940 1,175 940 1,345 940 1,480 940 1/2 2-1/2 1,115 1,205 1,220 1,315 1,410 1,520 1,730 1,860 1,995 2,150 3-3/4 2,030 2,115 2,225 2,155 2,565 2,155 3,145 2,155 3,630 2,155 5/8 3-7/8 2,310 2,555 2,530 2,800 2,925 3,230 3,580 3,955 4,135 4,550 4-7/8 2,310 3,490 2,530 3,825 2,925 4,415 3,580 4,550 4,135 4,550 3/4 4-1/2 2,865 3,380 3,140 3,705 3,625 4,275 4,440 4,725 5,125 4,725 5-3/4 3,615 1 4,725 3,965 4,725 4,580 4,725 5,605 4,725 6,475 4,725 Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete'2 Nominal Anchor Size (in) Nominal Embed. h, (in.) Minimum Concrete Compressive Strength, Pc (psi) 4,000 - 2,500 3,000 6,000 8,000 TO.WA Tension (lbs.) V Shear (lbs.) T Tension (lbs.) VASD Shear (lbs.) T8 ,,4$1 Tension (lbs.) 'et4$D Shear (lbs.) TaiisWabte,ASD Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear (lbs.) 318 2-3/8 1,290 940 1,410 940 1,630 940 1,995 940 2,305 940 1/2 2-1/2 1,575 1,695 1,725 1,860 1,990 2,145 1,995 2,155 2,815 2,155 3-3/4 3,070 2,115 3,365 2,155 3,885 2,155 4,775 2,155 5,490 2,155 3-7/8 3,265 3,575 3,575 3,915 4,130 4,525 5,005 4,550 5,840 4,550 5/8 4-7/8 4,880 4,550 5,345 4,550 6,175 4,550 7,560 4,550 8,730 4,550 3,4 4-1/2 4,045 4,725 4,430 4,725 5,115 4,725 6,265 4,725 7,235 4,725 5-3/4 6,230 4,725 6,825 4,725 7,880 4,725 9,650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factor, o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.2D+ 1.6L Calculated weighted average for the conversion factor, o: 1.2(0.5) + 1.6(0.5) = 1.4. Anchor Size Minimum Embedment Installation Ulimate Load Allowable Load Ulimate Load Allowable Load Depth Location3 Tension lbs.Tension Shear lbs. Shear (mm) (mm) (kN) lbs. (kN) (kN) lbs. (kN) 3/8 2-1/2 Wall Face Mm. 2-1/2' Edge 1,670 335 2,075 415 (9.5) (50.8) and End Distances (7.4) (1.5) (9.2) (1.8) 2-1/2 Wall Face Mm. 3' Edge and 2,295 460 1,310 260 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) 1/2 (12.7) Top of Wall 3-314 Mm. 1-3/4' Edge 3,320 665 1,140 230 (95.3) and 4' Edge (14.8) (3.0) (5.1) (1.0) Distances Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of S.O. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell. g 7 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA. (800) 524-3244 or (914) 235-6300 Ultimate and Allowable Load Capacities for Power-Stud+ SD2 in Grout Filled Concrete Masonryu3 waii OI1y Ci * 1'm" 1,5(x) j (10.4 MI) Nominal Pnitrum End Mflm%fn Edge Distance (Typl Distance ITyp) Grout Filled (MU (Typi CaL Web ITyp) Face Shell Permissible Anchor Locations (Un-hatched Area / Through Face Shell) Cat. No. Description Box Qty. 08465 Adjustable torque wrench with 1/2" square drive (10 to 150 ft.-Ibs.) 08280 Hand pump / dust blower 1 ?owers FASTENERS PRODUCT INFORMATION PowerStud+ SD2 ORDERING INFORMATION Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) 0. Cat No. Anchor s e nc or Siz Length Thread Box Qty- Carton Q Wt./100 (Ibs) 74135D2 3/8"x3" 1-3/4" 50 300 10 7414502 3/8"x3-l/2" 2-114" 50 300 12 741 5SD2 3/8" x 3-3/4" 2-1/2" 50 300 13 7416SD2 3/8" x 5" 3-3/4" 50 300 16 7422SD2 1/2" x 3-3/4" 2-1/8" 50 200 23 7423S02 1/2" x 4-1/2" 2-7/8" 50 200 28 7424SD2 1/2"x5-1/2° 3-7/8" 50 150 32 7426SD2 1/2" x 7" 5-3/8" 25 100 44 7427S02 1/2" x 8-1/2" 6-7/8" 25 100 46 7435502 5/8" x 4-3/4" 2-7/8" 25 100 52 7433SD2 518"x5" 3-1/8" 25 100 57 74345D2 5/8" x 6" 4-1/8" 25 75 64 7436502 518"x7" 5-1/8" 25 75 72 7438SD2 5/8" x 8-1/2" 6-5/8" 25 75 84 7442SD2 3/4" x 5-1/2" 3-1/4" 20 60 88 7444SD2 314"x6-114" 4" 20 60 90 7446502 3/4" x 7" 4-3/4" 20 60 95 7448502 3/4"x8-1/2" 6-1/4" 10 40 95 The published size includes the diameter and the overall length of the anchor. M anchors are packaged with nuts and washers. Installation Accessories Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com