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1925 PALOMAR OAKS WAY; 300; FPC2019-0288; Permit
PERMIT REPORT Cailsbad 4 ity of Print Date: 01/05/2021 Permit No: FPC2019-0288 Job Address: 1925 PALOMAR OAKS WAY, # 300, CARLSBAD, CA 92008-6526 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120911800 Track #: Applied: 12/19/2019 Valuation: $204,550.98 Lot #: Issued: 01/07/2020 Occupancy Group: Project #: Finaled Close Out: 02/24/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: DA DAVIDSON -SPRINKLER TI (41 HEADS) Applicant: FPContractor: AMERICAN AUTOMATIC FIRE SUPPRESSION AMERICAN AUTOMATIC FIRE SUPPRESSION INC INC JAllMIN 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 $553.00 Total Fees: $553.00 Total Payments To Date: $553.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 I 760-602-8561 f I www.carlsbadca.gov tqccs Fire Protection Worldwide www.tyco-fire.com Contacts I Products Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FED Pendent Sprinkler, where applica- ble, is intended for use in areas with a finjshed ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Lecutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from ide Hush pendent position. A wo-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from ho flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the ace incy to which the fixed pipe drops to the sprinklers must be cut. lriimrcedinte level versions of Series T'( P13 Sprinklers are described in Toe nicol Data Sheet TFP357. Sprin- kler niards and shields are described in technical Data Sheet TFP780. IMPORTANT A/wivs refer to Technical Data Sleet TFP 700 for the "INSTALLER VVIV, fl/NG" that provides cautions wild respect to handling and instal- la/ion of sprinkler systems and corn- portents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Paiclr I of 4 The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 .......Upright 5.6K, 1/2" NPT TY323 ......Pendent 5.6K, 1/2" NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* * The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/psill2 (80,6 LPM/bar1/2) FEBRUARY 2014 .1'•' 'C. - . 1' Vr\iJ '. . Temperature Rating 135°F (57°C) 155°F(68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector.................Bronze TFPI72 TFP 172 Page 2 of 4 Components: 1 - Frame 2 - Button 3 - Sealing Assembly * Temperature rating is ** Pipe thread connections per ISO 7-1 4 - Bulb indicated on Deflector, can be provided on special request. 5 - Compression Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) 6 - Deflector* DEFLECTOR * SEATING SURFACE NPT** NOMINAL MAKE-IN STYLE 15or20 RECESSED ESCUTCHEON 7/16" I (11,1 mm) LE I NOMINAL (50,8 mm) VI MAKE-IN 1-3/8 2" (50,8 mm) WF (34,9 mm) Fl 1/2 NPT** DEFLECTOR * 2-7/8' (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. / WRENCH RECESS (USE ONLY FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W- TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Fecessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the w:rype 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm. Step C. After ceiling installation and fin- ishiig, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance Inc TYCO Series TY-FRB, 5.6 K-factor, 1prj1t (TY313) and Pendent (TY323) S1 lers must be maintained and ser- vH 0 in accordance with this section. l3oiore closing a fire protection system noun control valve for maintenance work on the fire protection system that it controls, obtain permission to shi'i own the affected fire protection systems from the proper authorities ai,c notify all personnel who may be aiV:led by this action. Abuonce of the outer piece of an heon, which is used to cover a rance hole, can delay sprinkler 00urui10n in a fire situation. Tar owner must assure that the sprin- kiu'; are not used for hanging any obiouls and that the sprinklers are only do 'od by means of gently dusting wit a leather duster; otherwise, non- op ation in the event of a fire or mad- v':u t operation may result. Sp' n1flcrs which are found to be leak- exhibiting visible signs of corro- SO 'nsf he replaced. A' alic sprinklers must never be pai"od, plated, coated, or other- W;r2 altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by, dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 277/8' DIA. (73,0 mm) 2-1/4 DIA. FACE OF (57,2 mm) SPRINKLER FITTING I 5/8 (15,9 mm) FLUSH 3/8±5/16 (9,5±7,9 mm) /H / Cl MOUNTING / ) 1/8" J / \ SURFACE (3,2 mm) // CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TYFRB PLATE 3/4' (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4 DIA. FITTING (57,2 mm) 5/16±1/4 6,4 mm) 1/2(12,7mm) (7,9± FLUSH MOUNTING SURFACE \_ (3,2mm) CLOSURE SERIES MOUNTING 1-3/8__(34,9mm) TYFRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFP 172 Pa ge 4 of 4 P/N*77_XXX_X_XXX I I SPRINKLER I TEMPERATURE 7I FINISH -L RATINGS SIN 1 NATURAL BRASS 370 5.6K UPRIGHT (1/2 NPT) TY313 3 PURE WHITE (RAL9010)** POLYESTER [ 371 5.6K PENDENT (1/2' NPT) TY323 4 SIGNAL WHITE (RAL9003) 175 175-F (79-C) POLYESTER Use suffix °I' for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I - I Eastern Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F (57°C) 155 155°F (68°C) 200 200°F (93°C) 266 286°F (141°C) Liited Y rranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1 -215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TO I ((N is trademark of The Dupont Corporation. Fire Protection Products U Malleable Iron Threaded Pipe Unions Pressure - Temperature Ratings Temperature Pressure Class 150 Class 250 '.lass 300 (°F) (°C) psi bar psi, bar si tar -20° to 1500 -28.90 to 65.60 300 20.7 500 34.5 €00 41.4 2000 93.30 265 18.3 455 31.4 550 37.9 2500 121.10 225 15.5 405 27.9 505 34.8 300° 148.9° 185 12.8 360 24.8 460 31.7 3500 176.7° 150 10.3 315 21.7 415 28.6 400° 204.4° 110 7.6 270 18.6 370 25.5 4500 232.20 75 5.2 225 15.5 325 22.4 500° 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 tornperature 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 Pressure Temperature ___________ ECIass Class 300 Sizes ¼-i (6-25 mm) Sizes 114-2' (32-51 mm) Sizes 21//_3° (64-76 mm) (°F) (°C) psi bar psi bar psi bar -20° to 1500 28.90 to 300 20.7 2,000 65.60 137.9 1,500 103.4 1,000 68.9 200° 93.3 265 18.3 1,785 123.1 1,350' 93.1 910 62.7 250° 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 79.3 900 62.1 650 44.8 400° 204.4 - - 935 64.5 750 51.7 560 38.6 450° 232.2 - - 725 50.0 600 41.4 1 475 32.8 5000 260.0 - - 510 35.2 450 31.0 385 26.5 5500 287.8 - - 300 20.7 300 20.7 300 20.7 ALL ELBOWS & TEES 3/ (10DN) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) 0 C E Co E C Anvil Class 150/300 Malleable Iron Fittings conform to ASME 816.3 and Unions conform to ASME B16.39. co M ,w . ,.e,i 17. :IIti - t 01 ad hi C LI.J I Cl) Sw z C., * ull Moose Tube® is a customer focused, growth 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 www.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 I L'!J NFPK 2 BULL MOOSE TUBE COMPANY ; ;;;'t...— Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. c®us LISTED APPROVED I;] ONf4 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 ASIM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill rollings. 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 It® 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 threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall threadabte 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. AII,products are stencilled to meet FM & UI 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. ( --,------..---- .-.- .-------..--------------.---.- pull Moose Tube's" Schedule SCHEDULE 10 PIPE SPECIFICATIONS IJ 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. have a pressure rating of 300 PSI 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 A123 standards. All products are stencilled to meet FM & UL specifications. c®us LISTED <9> APPROVED Do NFPA' NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 11I4]T660 1.442 991 1181lb5/ft 251 j 1-1/2 1.900 1.682 7.76 2.09 lbs/ft 3.053 61 21 Our Schedule 10 and Schedule 40 ______ ETT L-Ti ELJ L 264 lbs/ft 4iTiJ L ii37 iii I 2-1/2 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 and have been through the same 3.54 7 4.34101r 7T[19 4 4.500 4.260 2.50 - 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE - 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 L660 T380 1[ 100 227 lbs/ft 2918W 1 51 1-1/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 ir [__1_.d0__ ,___3.C6 lbs/ft 51 21/2* 2.875 - 2.468 1.00 5.80 lbs/ft 7.875 30 L ETcLÔI E68TiTi Lii 111 L lbJft — iO7ä_j :1-9 4* ' 4.500 4.026 1.00 10.80 lbs/ft 16.316 7 19 *Only available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UL 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. A <® For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com - - 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas TX Masury, OH BULL I',.IDOSE TUBE COMPANY 63017 ieLock® Outlet-T STYLE 922 ®ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS 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 11% 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. lie 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/2O68kPa and VdS rated up to 16 bar at the ambient temperatures typical for [ire 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 Date www.victaulic.com VICmAuLIC IS REGISTERED TRADEMARK OF vIcTAuLIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RFV G JtauIic 10.52 1 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FieLock® Outlet-I STYLE 922 DIMENSIONS I-I 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 NFl threads (dimensions are approximate). www.victautic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED, 1U.2 2 4tauIicf RFV ( IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-I STYLE 922 PERFORMANCE !?OutIet Size Schedule 2 Equivalent Length of I inch 40 Steel Pipe (per LIL 13, Section 16) (C=120*, FT - - - FtIffi-eters x 40 25 50 J. 8.5 * Hazen-Williams coefficient of friction is 120 www.victaulic.com '.j4tauuic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PFV C, ifl 2 3 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. WARANTY 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 10.52 3355 REV G UPDATED 12/2009 VICTAIJILIC IS REGISTERED TRADEMARK OF vlcTAuuc COMPANY. © 2009 vICTAULIC COMPANY. All RIGHTS RESERVED. 10.52 FCSD P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER 1 thru 4 inch pipe LISTED FOR STEELJCPVC 1/2 & 3/4 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 - 03-EX 2 2551 1"- 8" USTED ,e> Approval guide - I "- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171E, Type 10. Mmufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FLNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. - INSTALLATION - Per NFPA 13, 13R, 131), 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 1 WE 5 WT.-250 UL TEST LOAD 1 3/8 30.75 403.75 750 11/4 3/8 43.95 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 634.75 750 21/2 3/8 118.35 841.75 850 3 1 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 1/2 349.45 1996.75 2000 6 1/2 476.35 2631.75 2650 8 1/2 1 711.00 3805.00 4050 Restraint SIZE - One size fits 3/4 thru 2 inch AFCON #300 Ring Hanger. 551 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - 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. I NSTALLATION - 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. S I'ECLAL 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. '.... 1)' 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 .4FCONwill 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 direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when nun..4FCONproducts have been, or are used. 1/08 _?Svuers. Power-Stud+M 5D2 PRODUCT INFORMATION FASTENERS Power-Stud +'m SD2 Wedge Expansion Anchor j SECTION CONTENTS Page No. The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion General Information....................1 anchor which is designed for consistent performance in cracked and uncracked concrete. Material Specifications................1 Suitable base materials include normal-weight concrete structural sand-lightweight Installation Specifications ........... 2 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. Installation Instructions...............3 Performance Data........................4 Ordering Information ..................8 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, 3/8" and 1/2" diameters Pipe hanger components for automatic sprinkler systems Underwriters Laboratories (UL Listed) - File No. EX 1289 - See listing. . . : Power-Stud+ SD2 Assembly 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" dimeter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Grout-filled concrete masonry (CMU) CSI Divisions: 0315 1 -Concrete Anchoring, Masonry Anchorage and 05090-Metal Fastenings. Expansion anchors shall be Power-Stud+ SD2 as supplied by Powers Fasteners, Inc., Brewster, ICC NY Anchors shall be installed in accordance with published instructions and the Authority ' ( Having Jurisdiction. - 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 1318.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor body, nut and washer) 1 Zinc plating according to ASTM 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) 6314216 Powers USA: (800) 524-3244 or (914) 235-6300 dh —1 FASTENERS Taynars. PRODUCT INFORMATION Power-Stud+° 5D2 (mm) kiLl) 1,ID.3) tI.I) Minimum diameter of hole clearance in fixture dh in. (mm) 7/16 (11.1) 9116 (14.3) 11/16 (17.5) 13/16 (20.6) Nominal drill bit diameter dbjt in. 3/8 ANSI 1/2 ANSI 5/8 ANSI 3/4 ANSI Minimum nominal embedment depth hnom in. (mm) 2 3/8 (60) 2 1/2 1 (64) 3 3/4 (95) 3 7/8 (98) 4 7/8 (124) 4 1/2 (114) 5 3/4 (146) Effective embedment he! in. (mm) 2 (51) 2 (51) 3 1/4 (83) 3 1/4 (83) 4 1/4 (108) 3 3/4 (95) 5 (127) Minimum hole depth1 h0 in. (mm) 2 5/8 (67) 2 3/4 (70) 4 1 (102) 4 1/4 (108) 5 1/4 (133) 4 3/4 (121) 6 (152) Minimum concrete member thicknessl hmin in. (mm) 4 (102) 4 1/2 (I14)[(152) 1 6 5 3/41 5 (146)1(146) 3/4 5 3/4 (146) 6 1/2 (165) 8 (203) 7 (178) 10 (254) Minimum overall anchor length 1anch in. (inn) 3 (76.2) 3 3/4 1 (95) 4 1/2 (114) 4 3/4 (121) 6 (152) 6 1/4 (159) 7 (178) Minimum edge distance1 Cmin in. (mm) 2 1/2 (63.5) 4 (102) 2 3/4 (70) 4 (102) 2 3/4 1(70) 4 1/4 (108) 4 1/4 1 (108) 5 (127) 4 1/2 (114) Minimum spacing distance1 5min in. (nun) 3 1/2 (88.9) 6 (152) 6 il 4 j (102) 6 (152) 4 1/4 (108) 4 1/4 (108) 6 (152) 6 (152) Critical edge distance1 in. (mm) 6 1/2 (165.1) 8 (203) 10 (254) 8 (203) 15 (400) 10 (254) 12 (305) 12 (305) Installation torque Tinst ft-lb. (N-m) 20 (27) 40 (54) 60 (81) 110 (149) Torque wrench socket size - in. 9/16 3/4 15/16 11/8 Nut height - in. 21/64 7/16 35/64 41/64 I. 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 3!ref or 1.5 times the flute width. PowerStud+ 5D2 Anchor Detail Head Marking Legend (''\\ Letter Code = Length Identification Mark ("Th g3& Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Length Identification Mark A B C D E F G H I I From 1-1/2" 2° 2-1/2° 3" 3-1/2° 4" 4-1/2" 5" 5-1/2" 6" Up to but not 2° 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-112" 6" 6-1/2" including Mark K L M N 0 P M N 0 P From 6-1/2" 7" 7-1/2 ° 8° 8-1/2" 9° 7-1/2" 8" 8-1/2° 9" Up to but not 7" 7-1/2" 8° 8-1/2° 9° 9-1/2° 8" 8-1/2" 9" 9-1/2° including Length identification mark indicates overall length of anchor. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.povvers.com 2 .,;7) .. 4 7k' : ' 4 • 4 .4 4. I 4 Sewevs. Power-Stud+ SD2 PRODUCT INFORMATION FASTENERS Installation Instructions for Power-Stud+ SD2 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, 7-,05t 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 8212.15. nominal embedment depth. hnom Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' 41II4Jt44*AL sAHIW Otcre CA NcJteIALWtJGNT / coNc,eoannst OEM MIraMuMaw4 / . uPrItrLtae / r 4. PAN. 3 NO. 20 GAGE 5EL*C4M4. ILUe EDGE Installation Detail B: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete2 3 STRUCTURAL SAND- LICHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEl. DECK (MINIMUM 3,000 PSI) I rl'CIr.Min. / Ma. 71_ 4251" Min C Min 4 4 L Miss. No. 20 Gage Steel Deck Miss. - 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 1-inch 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 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 upper flute of the steel deck profiles In accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/4-inch a minimum hole clearance 3/4-inch is satisfied. 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 PRODUCT INFORMATION Power-Stud+M 5D2 Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 318" 1/2" 1 5/8" 3/4" Anchor category 1, 2 or 3 - 1 1 ] 1 1 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) f ' ksi (N/mm2) 96.0 (662) 85,0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) f1t. ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) A e in2 (mm2) 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 - (153.2) Steel strength in tension S N. lb (kN) 6,625 (29.4) 10445 (4k 0) 13080 (58,2) - 21,230 (94.4) Reduction factor for steel strength3 - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment h& (mm) (mm) 2.00 (51) 2.00 (51) j_(83) 3.25 3.25 I (83) 4.25 (108) 3.75 (95) 5.00 (127) Effectiveness factor for uncracked concrete 24 24 24 24 Effectiveness factor for cracked concrete k0. - 17 17 17 17 Modification factor for cracked and uncracked concretes q.i cN - 1.0 See note 5 1.0 See note 5 1.0 See note 5 1.0 See note 5 Critical edge distance in. (mm) 8 (203) 8 (203) r 10 (254) 8 (203) I 15-3/4 (400) 12 (305) I 12 [(305) Reduction factor for concrete breakout strength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 psi)6 N P.1'' lb (kN) 2,775 (12.3) See note 7 I 6,615 See note 7kee I (29.4) note 7 See note 7kee note 7 Characteristic pullout strength, cracked concrete (2,500 psi)6 N P lb (kN) 2 165 (.6) See note 7 4,375 (19.5) See note 4,980 t24) See note 7 7,795 (51) Reduction factor for pullout strength3 - 0.65 (Condition 8) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 characteristic pullout strength, seismic69 (N) (kN) 4,980 stic 2165 'Seersote7 I(P'sm .6) I j See not - jS note 7 LJ Reduction factor for pullout strength3 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, cracked concrete according over steel dedcaca "° Np k lb (RN) 1,855 (8.3) 2,065 (9.2) 3,930 (17.5) 4,665 (20.8) 7,365 (32.8) 4,900 (21.8) Characteristic pullout strength, uncracked concreteN over steel dedcaccordlssgto Installation Detail B'° ' deck °' 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, uncrackedconcrete over steel dedc accordlug to Installation Detail 815 Npd - ° lb (kN) 1,600 (.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 B'° N pdeckuncr lb (kN) 1,250 (.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable - Not Applicable Reduction factor for pullout strength3 0 - 0.65 (Condition 8) I. The data in this table is intended to be used with the design provisions of ACI 318 Appendix 0; for anchors resisting seismic load combinations the additional requirements of ACI 318 0.3.3 shall apply. Installation must comply with published instructions and details. All values of qlwere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 04.5. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, see ACI 318 0.4.4 for the appropriate 0 factor. the Power-Stud+ 502 is considered a ductile steel element in tension as defined by ACI 3180.1. Reported values for steel strength in tension are based on testresxdts per Act 355.2 and shall be used for design. For all design cases use WcN= 1.0. Select appropriate effectiveness factor for cracked concrete (k0) or uncracked concrete (k,50). For all design cases use Wcp= 1.0. For concrete compressive strength greater than 2,500 psi, Npn = (pullout strength value from table)"(spedfied concrete compressive stiersgth'2500)(). For concrete over steel deck the value of 2500 must be replaced with the value of 3000. For all anchors n= 112 with the except/orsofthe 3/8" ancka tizefor amlard concrete where n= /3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment Anchors are permitted to be used in structural sand-lightweight concrete presided that Nb, Neg and Npe 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 ACt 355.2, Section 9.5. values for N j are for structural sand-lightweight concrete (P0 m,n = 3,000 psi) and additional lightweight concrete reduction factors need not be appfod. In addition, evaluation for rite concrete breakout capably in accordance with ACI 318 0.5.2 is not required for anchors installed in the flute (soffit). g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 4 Power-Stud+ SD2 PRODUCT INFORMATION Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1-9 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 SHEAR4 Minimum specified yield strength (threads) f ' k.si (N/mm2) 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) 1 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 shears lb A) 2,190 (9.7) - 4,640 (20.6) 9800 10175 Reduction factor for steel strength3 - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing lenoth of anchor ( /)ef0t 8d0, whicFever is less) 4 In. (mm) 2.00 (51) I 2.00 I (51) 3.25 I (83) 3.25 I (83) 4.25 I (108) 3.75 I (95) 5.00 (127) Reduction factor for concrete breakout strength3 çb - 0.70 (Condition 8) PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.Oforhef <2.5in.,2.oforhef~ 2.5 in.) - 1.0 1.0 2,0 2.0 2.0 2.0 2.0 Effective embedment h in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 I (83) 4.25 (108) 3.75 (95) 5.00 (127) Reduction factor for pryout strength3 - 0.70 (Condition 13) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 (v1) lb ( kN ) 1 955 (k7) 4,640 (20.6) 6 530 (9.0) 6,635 j (29.5) Reduction factor for steel strength in shear, seismic3 - 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel deck according to installation Detail A8 v sadeck lb (kN) 2170 &.7) 3,815 (17.0) I 5,040 (22.4) I 4,015 (17.9) 6,670 I (9.7) 4,325 (19.2) Steel strength in shear, concrete over steel deck, according to Installation Detail B3 v d,,d, lb (kN) 2,170 (9.7) 2 880 (12.8) I Not Applicable I Not Applicable I Not Applicable I Not j 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 C are used, the appropriate value of 0 must be determined in accordance with ACI 318 Section D.4.5. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, see ACI 318 0.4.4 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 lower than calculated results using equation 0-20 in ACI 318-05 0.6.1.2 and 0-18 in ACI 318-02, 0.6.1.2. Anchors are permitted to used in structural sand-lightweight concrete provided that Vb and t 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 stmctual sand-lightweight concrete ('c ,,= 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACI 318 0.6.3 are not required for anchors installed in the flute (soffit). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 9 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 -pavueops. FASTENERS PRODUCT INFORMATION Power-Stud+" SD2 Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = hmin, and with the following conditions: - Cal is greater than or equal to the critical edge distance, Cac (table values based on Cal = C) - Ca2 is greater than or equal to 1.5 Cal. ç'' )..LCa1 . Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the controlling Ca2 ha / failure mode is listed (e.g. For tension: steel, concrete breakout and pullout For shear. steel concrete breakout and pryouO. Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values hef, for the selected anchors as 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. S. 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. 6. 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 Anchor Nominal Embed. Minimum Concrete Compressive Strength, ft (psi) 2,500 3,000 4,000 6,000 8,000 Size cm) h., (in.) ON, Tension (lbs.) V,, Shear (lbs.) ØN,, Tension (lbs.) çb V,, shear (lbs.) ØN,, Tension (lbs.) p v,., Shear (lbs.) ØN Tension (lbs.) V,, shear (lbs.) ibN,, Tension (lbs.) V 5h ear (lbs.) 3/8 - 2-3/8 1,405 flJ 1,495 1,645 1,885 f1J 2,075 1/2 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010 3-3/4 2,845 3,115 3,595 j1 4,405 !JO 5,085 - 3-7/8 3,235 3,575 3,545 3,920 4,095 4,525 5,015 5,540 5,790 5/8 ------- 4-7/8 *______ 3,235 ------ .... 4,885 3,545 5,355 4,095 61180 5,015 JZD @IJ3. ?JJJ , 5,790 7,175 9,065 @Ø WO 3/4 4-1/2 4,010 4,730 4,395 5,185 5,075 5,985 6,215 5-3/4 5,065 5,550 6JL5 6,410 7,850 Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Size cm.) hnorn (in.) bN0 Tension (lbs.) 0 Vn Shear (lbs.) çtN,, Tension (lbs.) ØV Shear (lbs.) ON,, Tension (lbs.) 0 V Shear (lbs.) ØN Tension (lbs.) 0 V Shear (lbs.) ØN Tension (lbs.) ØV0 Shear (lbs.) 3/8 2-3/8 1,805 1,975 OM 2,280 2,795 illiob ZD @M ØIr 3,225 3,945 IXZD QM @J 1/2 2-1/2 2,205 2,375 2,415 2,605 2,190 3,005 2,795 3-3/4 4,300 4,710 5,440 6,660 7,690 5/8 3-7/8 - 4,570 5,005 5,005 5,485 5,780 6,335 7,080 8,175 12,225 10,130 15,600 --------- 4-7/8 ------------ 6,835 -* JJD -------- 7,485 6,205 9,555 ______ J ZD @jn ------- 8,645 7,165 -- QJM 10,585 8,775 13,510 3/4 4-1/2 5,665 5-3/4 8,720 11,030 I j Steel Strength Controls I I Concrete Breakout Strength Controls I I Anchor Pullout/Pryout 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 6 Power-Stud+ SD2 PRODUCT INFORMATION Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete12 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, ft (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) h. (in.) Tension (lbs.) Shear (lbs.) TIJO ASØ Tension (lbs.) Vp jj Shear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) Sriear (lbs.) Tp,A5Q Tension (lbs.) V,Aso Sriear (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 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 5/8 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 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 Nominal Embed. Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) boom (in.) T&2OWabJe,ASD Tension (lbs.) Vwat*ASD Shear (lbs.) Te Tension (lbs.) VWIOWat*ASO Shear (lbs.) Teecit so Tension (lbs.) V&ND Shear (lbs.) TaADwvbAeAS0 Tension (lbs.) Shear (lbs.) Tension (lbs.) VeJOWaeIeASD Shear (lbs.) - 3/8 2-3/8 1,290 940 1,410 940 1,630 -_940 1,995 940 2,305 940 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 1/2 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 1 4,725 9,650 1 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, ot: 1.2(0.5) + 1.6(0.5) = 1.4. riuiuuu,a, Anchor Minimum Embedment Installation Uliniate Load Allowable Load Ulimate Load Allowable Load Size in 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 (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 3-3/4 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 H, 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 5.0. 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 Masonry123 Minimum Masorny Compressive Stflgth, t'm' 1,500 PSI (IOA MPa) Minimum End Mineiium ce Distance (Typi Distance iTyp) Grow Filled cMurrp) cee Web (ryp) Face Shell Permissible Anchor Locations (Un-hatched Area / Through Face Shell) low, eirs. FASTENERS PRODUCT INFORMATION Power-Stud+ 5D2 Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat No. Anchor Size Thread Length Box Qty. Carton Qty. Wt./100 (lbs) 74135D2 3/8" x3" 1-3/4" 50 300 10 74145D2 3/8"x3-1/2" 2-1/4" 50 300 12 3/8"x3-3/4" 2-1/2" 50 300 13 [ 7415SD2 SD2 3/8" x 5" 3-3/4" 50 300 16 5D2 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 74245D2 1/2" x 5-1/2" 3-7/8' -- 50 150 32 74265D2 1/2" x 7" 5-3/8" 25 100 44 74275D2 1/2" x 8-1/2" 6-7/8" 25 100 46 74355D2 5/8" x 4-3/4" 2-7/8" 25 100 52 74335D2 5/8" x 5" 3-1/8" 25 100 57 7434SD2 5/8" x 6" 4-1/8" 25 75 64 7436SD2__— 5/8"x7" 5-1/8" 25 75 72 7438S02 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 - 74445D2 3/4" x 6-1/4" 4" 20 60 90 7446502 3/4" x 7" 4-3/4" 20 60 95 7448502 3/4" x 8-1/2" 6-1/4" 10 40 95 The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers Installation Accessories Cat. No. Description Box Qty. 08465 Adjustable torque wrench with 1/2" square drive (10 to 150 ft.-lbs.) 08280 Hand pump / dust blower 1 g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 8