Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2121 PALOMAR AIRPORT RD; 100; FPC2017-0240; Permit
PERMIT REPORT (Jiity of Carlsbad Print Date: 12/16/2021 Permit No: FPC2017-0240 Job Address: 2121 PALOMAR AIRPORT RD, # 100, CARLSBAD, CA 92011-1422 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2130701300 Track #: Applied: 08/21/2017 Valuation: $46,277.45 Lot #: Issued: 09/06/2017 Occupancy Group: Project #: Finaled Close Out: 09/22/2017 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: PALOMAR AIRPORT #100 -SPRINKLER TI 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 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov Series TY-FRB, 56 K-fad UNITIOO - Upright, Quick Re - Pendent, and Re snonse Standar, tq cci Fire Protection Products FPC20I 7-0240 2121 PALOMAR AIRPORT RD 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- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. 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. Page 1 of 4 NOTICE 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/psi112 (80,6 LPM/barl/2) FEBRUARY 2014 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 2-7/8 (73,0 mm) DIA. TFPI72 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 I 7/16 I (11,1mm) MAKE-IN (50,8 mm) _ I NOMINAL 2' (50,8 mm) -' (34,9 mm) WR 2" I - 13/8 FI 1/2' NPT** DEFLECTOR * STYLE 15 or 20 RECESSED ESCUTCHEON 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.-Ibs. (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 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 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- ishing, 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 The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise 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. 2-7/8 DIA. (73,0 mm) 2-1/4" DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8" (15,9 mm) FLUSH 3/8±5/16' (9,5±7,9 mm) MOUNTING SURFACE/ /8' (3,2 mm) J 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' \ 1/2" (12,7 mm) (7,9±6,4 mm) FLUSH __ (I 177,17, j I MOUNTING SURFACE CLOSURE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) 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 TFPI72 Page 4 of 4 I P/N*77_XXX_X_XXX I I SPRINKLER I TEMPERATURE I FINISH J- RATINGS SIN 1 NATURAL BRASS I370 5.6K UPRIGHT (1/2NPT) TY313 3 PURE WHITE (RAL9010)** POLYESTER 371 5.6K PENDENT (1/2NPT) TY323 POLYESTER SIGNAL WHITE (RAL9003) * Use suffix "I" for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I - Eastern Hemisphere sales only 286 286°F TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F(57°C) 155 155°F (68°C) 175 175°F(79°C) 200 200°F (93°C) (141°C) Limited Warranty 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. t cc TEFLON is trademark of The DuPont Corporation. Protection Products 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 65.60 20.7 500 34.5 600 41.4 2000 9330 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 31.7 350° 176.70 150 10.3 315 21.7 415 28.6 4000 204.40 110 7.6 270 18.6 370 25.5 4500 232.2° 75 5.2 225 15.5 325 22.4 5000 260.00 - - 180 12.4 280 19.3 5500 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" mm) Sizes 1V/-2 (32-51 mm) Sizes 21/2 3 (64-76 mm) (°F) (°C) psi bar psi bar psi bar psi bar -200 -28.90 to to 1500 65.60 300 20.7 2,000 137.9 1,500 103.4 1,000 68.9 2000 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 4000 204.4 - - 935 64.5 750 51.7 560 38.6 450° 232.2 - - 725 50.0 600 41.4 475 32.8 5000 260.0 - - 510 35.2 450 31.0 385 26.5 5500 287.8 - - 300 20.7 300 20.7 1 300 20.7 18 1 Anvil Class 150/300 Malleable Iron Fittings conform to ASME B16.3 and Unions conform to ASME B16.39. CZ ALL ELBOWS & TEES %" (10 ON) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) ))1AL!I www.anvilintl.com 17 TO_CO4 best sprinkler in the industry! c®us LISTED APPROVB no ,'4'ONFSA NFPA BULL IV100SE TUBE COMPANY aim IkVAIJA 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 c®us LISTED APPROVED no OiVFSA NFPA' - HREAU 40- VLUT )Y FLOW® A ED. U BULL. MOOSE TUBE COMPANY Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. c®us LISTED <> APPROVED no g ONF1 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 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 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 threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite: Lightwll 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 Tubes reserves the right to change product specifications without notice and without incurring obligation. 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 A123 standards. All products are stencilled to meet FM & UL specifications. t c®us LISTED <> APPROVED no A0tJFM NFPA El 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 141 lbs/ft 1.820 91 ri 1/4716 f442 It 9 flTUDft][2 518 ][61 r11I2 moo f682 77612O9Ib/ft 3053 2J [ 2-37 627 ] 2 64 ItifE1 4.223 11 37 2-1/2 -- - 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 _I11 3 500J 1I-3.260 ] [3 54 43T i67ftTJ L _7 957 _J 19 - 4.500 o 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 1.00 168 lbs/ft 2.055 - 70 Ii 1/4 TIlE 1660 1 1/2 1.906 1 610 1 00 2 72 lbs/ft 3 602 44 17-2 ___=A ft= 1L 2067 i 3.66 II7ftf 54 IE 30 TTi 21/2* - 2875 2.46-8 —'--- 100 30 El 1L_3068 ] [_fOb -, - __17._58 lib—sift--I 10783 1 L_19 —i 4* 4.500 4.026 - 1.00 10.80 lbs/ft 16.316 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. For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa Grande, AZ Dallas, TX Masury OH SULL F.RODSE TUBE co,v,pan,y 63017 STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating ½, 34, and 1/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 11/4 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-T is UL/FM rated up to 300 psi/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, Iightwall, 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 Ltauiic vicrAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_G 10.521 IPS CARBON STEEL PIPE HOLE CUT PRODUCTS 10.52 Dimensions - inches/millimeters ci __ ____ 1¼ 112 19~ 1.30 1.83 1.10 3.87 2.56 1.0 32 15 3&2 310 46.5 279 1 98.3 650 0.45 3/~ 13A6 1.28 1.83 1.10 3.87 2.56 1.1 20 30.2 32.5 j46 279 983 653 050 1 1IA6 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 65.0 0.54 1½ 112 1 1/k 1.42 1.95 1.22 4.08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 650 0.54 ~K 1 1.40 1.95 1.22 4,08 2.56 1.2 20 30.2 1/i 35.6 1,64 49.5 230 31.0 1.22 103.6 4.08 650 0.54 2.56 1.3 25 30.2 41,7 58.4 31.0 103.6 650 1 0.59 2 1,5 1326 1.66 2.19 1.46 4.60 2.56 1.3 50 15 30.2 42.2 55.6 371 116.8 65.0 0,59 3/4 1 '16 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 650 064 1 25 2½ 112 1 /l6 30.2 1 3A6 1.88 478 1.91 2.54 645 2.44 1,46 371 1.71 4.60 116,8 5.40 2.56 1.5 650 0.68 2.56 1.6 x 65 15 30.2 48.5 62.0 43.4 137.2 65.0 0.73 3/4 1 3/16 1 1.89 2.44 1.71 5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 137.2 65.0 0.73 19116 2,13 279 1.71 5.40 2.56 1.6 25 30.2 54.1 1 70.9 43.4 137.2 1 65.0 0.73 ½ 76.1 mm X 15 1/l6 30.2 1.91 48.5 2.44 62.0 1.71 43.4 5.50 139.7 256 1.6 65.0 0.73 3/4 . 19~ 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 1 /l6 2.13 2.79 1.71 5.50 2.56 1.7 25 30.2 54.1 70.9 43.4 139.7 65.0 080 FireLock® Outlet-I STYLE 922 DIMENSIONS .1d ore M NMI OW!N M I' 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 VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.52,,2 JtauIicr REV_G IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 PERFORMANCE Run Size liitimrn x Outlet Size Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C120)*, FT Ft/ñiters 40 25 50 25 65 2S_ * Hazen-Williams coefficient of friction is 120 FireLock® Outlet-T STYLE 922 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RE'LG 10.52_3 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 10.52 3355 REV 0 UPDATED 12/2009 actauIic vICTAuLIc IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. 0 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 300 RING HANGER I thru 4 Inch pipe LISTED FOR STEEL/CPVC 112&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, Mu. Galvanized to G-90 spec. LISTING/APPROVAL - c®US 203-EX 25511 "- 8" <a> 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. NFPA 13 PIPE ROD 1 WT. 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 3/6 54.15 520.75 750 2 3/8 76.95 1 634.75 750 21/2 3/6 118.35 841.75 850 3 3/5 162.30 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 6 1/2 711.00 1 3605.00 4050 FAc!n 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 - cus 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 lobe compatible ONLY with otherAFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - .4 FCON 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 stroll 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-A FCON products have been, or are used. 1/08 Power-Stud+M SD2 PRODUCT INFORMATION FASTENERS Power-Stud+ SD2 Wedge Expansion Anchor ODUCT SECTION CONTENTS Page No. The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion General Information .................... I 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 Speciiications...........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 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 H ., Seismic and wind loading Medium to heavy duty purposes Power-5tud+ 502 Assembly 2:1-.11111 a + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter THREAD VERSION + Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor UNC threaded stud + Anchor design allows for follow-up expansion after setting under tensile loading ANCHOR MATERIALS Zinc plated carbon steel body with stainless steel expansion clip, zinc International Code Council, Evaluation Service (ICC-ES), ESR-2502 for concrete plated carbon steel nut and washer 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 ANCHOR SIZE RANGE (TY'P.) the design provisions of ACI 318 (Strength Design method using Appendix D) 3/8° diameter through 3/4 diameter Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) SUITABLE BASE MATERIALS FM Global (Factory Mutual) - File No. 3033795, 318" and 1/2" diameters Pipe hanger components for automatic sprinkler systems Normal-weight concrete Underwriters Laboratories (UL Listed) - File No. EX1289 - See listing. Structural sand-lightweight concrete Concrete over ctoI dtrI, ;;;;;;son ((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, ICC NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. (_ zal (a 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 B1 8.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor body, nut and washer) Zinc plating according to ASTM B 633, SC1, Type III (Fe/Zn 5) Minimum plating requirment for Mild Service Condition www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 PowerStud+ S02 Anchor Detail PRODUCT INFORMATION Power-Stud.i. 5D2 Installation Table for Power-Stud+ SD21 Nominal Anchor Size Anchor Property/Setting 3/8" 112" Units 518" 3/4" Information Notation 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 7/16 9/16 11/16 13/16 clearance in fixture (mm) jJjj (14.3) (17.5) (20.6) Nominal drill bit diameter dbjt 3/8 1/2 5/8 3/4 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 1/2 5 3/4 depth (mm) (60) (64) (95) (98) (124) 1 (114) (146) Effective embedment he in. 2 2 3 1/4 3 1/4 4 1/4 3 314 5 (mm) (51) (Si) (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) (70) (102) (108) (133) (121) (152) Minimum concrete member hmjn in. 4 4 1121 6 5 3/415 3/4 5 3/4 6 1/21 8 7 10 thicknessi (mm) jQ (114)1(152) (146) (146) (146) (165) 1(203) (178) (254) Minimum overall anchor length 'anth in. 3 3 3/4 4 1/2 4 3/4 6 6 1/4 7 (mm) (76.2) (95) (11 4) 1 (121) (152) (159) 1 (178) Minimum edge distance1 Cmin in. 21/2 4 23/4 4 2 3/4 4 1/4 4 1/4 5 4 1/2 (mm) (63.5) (102) (70) .Q (108) 1 (108) (127) (114) Minimum spacing distance1 5m1n in. 31/2 6 6 4 6 4 1/4 4 1/4 6 6 (mm) (88.9) (152) (152) (102) (152) (108) (108) (152) (152) Critical edge distance1 Cac in. 6 1/2 8 10 8 15 3/4 10 12 12 ON (165.1) (203) 1 (254) (203) (400) 1 (254) (305) 1 (305) Installation torque Tj5 ft.-1b. 20 40 60 110 (N-m) (27) (54) (81) (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 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 3hef 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 I From 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" tiptobut no 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" lJptobut not 7" 7-1/2" 8" 8-1/2" 9" 9-1I2" 8" 8-112" 9" 9-1/2" including - Length identification mark indicates overall length of anchor. 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 41 " I • t' - 4 1''i •. ... ,. 1'• .'•; PowerStud+ 5D2 PRODUCT INFORMATION FASTENERS Installation Instructions for PowerStud+ 502 1.) Using the proper drill bit size, 2.) Remove dust and debris from 3.) Position the washer on the 4.) Tighten 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, Tj 5t 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' OUIMLMND-USONOIS4I41 tNTE S NORMAL WSGIST Nos15Ove*a1t tn (MINIMUM LNINPNI) IV"V Fl I HI' S MM 44M 1- 1- $,/4' IWttUfltCNIOGC NO. DGNGMOEtERaW.NS. RJflt EDOL Installation Detail B: for Power-Stud+ 5D2 Installed Through Soffit of Steel Deck into Concrete23 STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 7 v--I" dr. Min. / n-- 4 ', e2" Mm. Max Max 21' 121. No. 20 Gage Steel Cock Miii, 1/' Lower Flute Edge .J 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 etail 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 3114-inch 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 PRODUCT INFORMATION Power-Stud+ 5D2 Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3I8 [ 1I2 5/8 i 314" Anchor category 1, 2 or 3 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) f ksi (N/mm2) 96.0 (662) 85.0 (586) 85.0 (586) I 1 70.0 (483) Minimum specified ultimate strength (neck) f uta (N/mm2) 120.0 (827) 106.0 (731) 106.0 (131) 90.0 (620) Effective tensile stress area (neck) Ase 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 (9.4) 10,445 (4B.0) 13,080 (58.2) 21,230 (94.4) Reduction factor for steel strength3 0 1 - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment h01 in. (mm) 2.00 (51) 2.00 I (51) 3.25 (83) 3.25 (83) 4.25 (108) 3.75 (95) 5.00 (1 27)_ Effectiveness factor for uncracked concrete k.11 - 24 24 24 24 Effectiveness factor for cracked concrete k0. - 17 17 17 17 Modification factor for cracked and uncracked concrete5 CN - 1.0 See note 5 1.0 See note 5 1.0 See note 5 1.0 See note 5 Critical edge distance Cac in. (mm) 8 (203) 8 (203) 10 (254) 8 (203) 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 (2,500ps1)6 N P".'°' lb (kN) 2,775 (12.3) See note 7 6,615 See note 7 (29.4) See note 7 l! See note 7 See note 7 Characteristic pullout strength, cracked concrete (2,500psi)6 N P,a lb (kN) 2 165 ('9.6) See note 7 4,375 (19.5) Seenote71 I 4,980 (22.4) See note 7 7,795 I (35.1) Reduction factor for pullout strength3 1 0 - 0.65 (Condition 8) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 seismic69 lb (kN) 2,165 ('9.6) ICharacteristicpulloutstrength. (35.1) I See note 7 I 4,375 (19.5)(22,4) [Seenote 71 4,980 See note 7 Reduction factor for pullout strength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout slrenglh. cracked concrete over steel dedcactordlngtolnstallaiion Detail AID N k '"° 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) Charac.tetistic pullout strength,unciadutdconcrete oversteeldedcaccordingtolnstallationDetailBt° ' cc Npci 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) Chacteistic pullout slrenqth,unaaderdconcrete over steel deck according to Installation Detail B'° lb (kN) 1,600 (5.6) 2,025 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Chaiacbdslic pullout strerrgth, cracked concrete over steel deck, according to Installation Detail B'° N . lb (kN) 1,250 (.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Reduction factor for pullout strength3 - 0.65 (Condition B) The data rr this table is intended to be used with the design provisions of ACI 318 A dix [ for anchors resisting s Ic load combirrafions the additional requirements of Ad 318 D3.3 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 0.4.5. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, see ACI 318 D.4.4 for the appropriate 0 factor The Power-Stud+ 502 is considered a ductile steel element in tension as defined by ACI 318 0.1. Reported values for steel strength in tension are based on test results per AG 355.2 and shall be used for design. For all design cases use WçN =1.0. Select appropriate effectiveness factor for cracked concrete (k0) or snaacked concrete (kr,n,,). For all design cases use Wçp.= 1.0. For concrete compressive strength greater than 2,500 psi, Wp,= (pullout strength value from tahle)(specifled concrete compressive slrength/2500)t? For concrete over steel deck the value of2soo must be replaced with the value of3000. For all anchors n= l/2w1ththe excquiionof the 3(8' anchor size for cracked concrete where n= 1/3. 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 provided that Nit Neq and Np,, 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. Values for Ne,, dp& are for structural uan6l4rtweight concrete (f rrh = 3,000 ) and additional listweight concrete reduction factors need not be applect is addition, e,riluation for the concrete breakout capacity in accordance with ACI 318 0.5.2 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 PowerStud+ SD2 PRODUCT INFORMATION Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)19 Design Characteristic Notation Units Nominal Anchor Size 3/8w 1/2" 518" 1 3/4" Anchor category 1,2 or 3 - 1 1 1 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength (threads) ksi 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) ksi (N/mm') 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 (657) 0.2260 (104.9) 0.3345 (215.8) Steel strength in shears V. lb (kN) 2 190 0.7) 4,640 (20.6) 9 800 (44.1) 10 175 (4.3) Reduction factor for steel stren03 4, . 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing lenath of anchor (h or 8d0, whidlever is less) 4 In. (mm) 2.00 (51) I 2.00 I (Si) 325 (83) I 325 (83) I 4.25 j (108) I 3.75 1 (95) I 5.00 (127) Reduction factor for concrete bieakoutstrength3 4, - 0.70 (Condition B) PRYOLJT STRENGTH IN SHEAR6 Coefficient for pryout strength (1,0 for hef< 2.5 in., 2.0 for h ~ef 2.5 in.) - 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Effective embedment hef in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 (108) 3.75 (95) 5.00 (127) Reduction factor for pryout strength3 1 4, - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear,seismic7 (Vs) lb (kN) 1955 ('8.7) 4,640 (20.6) 6 530 (9.0) I 6,635 (29.5) Reduction factor for steel strength in shear, seismic3 0 - 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCTUAI. SAND-LIGHTWEIGHT AND NORMAL -WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel deck according to installation Detail A8 v lb (kN) 2,170 ('9.7) 3,815 (17.0) 5,040 I (22.4) I 4,015 I (17.9) 6,670 I (29.7) 4 325 I (19.2) Steel strength in shear, concrete over steel deck, according to Installation Detail 133 v sa,d lb () 2 170 ('9.7) 2 880 (12.8) Not Applicable Not Applicable Not Applicable I Not Applicable Reduction factor for steel strength in shear for concrete over steel deck3 0 - 0.60 0.65 The data in this table is intended to be used with the design provisions of AC! 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of AC 318 0.3.3 shall apply. Installation must comply with published instructions and details. All values of 4' 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 4, must be determined in accordance with ACI 318 Section 0.4.5. 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+ S02 is considered a ductile steel element as defined by ACI 318 D.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 D.6.1.2 and D-18 in AC] 318-02, 0.6.1.2. Anchors are permitted to used in structural sand-lightweight concrete provided that Vb and Vq, 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 structual sand-lightweight concrete (í'çfn= 3,000 psi) and additional lightweight concrete reduction factors need not be applied In addition, evaluation for the concrete breakout capacity in accordance With AU 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. 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 Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, h8 = hmi,, and with the following conditions: - Cal is greater than or equal to the critical edge distance, Cac (table values based on cal = L). - Ca2 is greater than or equal to 1.5 Cal Calculations were performed according to AC] 318-05 Appendix D. The load level corresponding to the controlling failure mode is listed (e.g. For on: steel, concrete breakout and pullout For shear steel, concrete brealcout and pryout). Furthermore. the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment valu her, for the selected anchors as noted in the design information tabIe 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 Anchor Size Nominal Embed. h Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 ON, Tension (lbs.) 0 Vr, Shear (lbs.) çbN0 Tension (lbs.) 4V 5hear (lbs.) ØN Tension (lbs.) Vn shear (lbs.) qN Tension (lbs.) SbV shear (lbs.) ON, Tension (lbs.) ØV, Shear (lbs.) 3/8 2318 1,405 1,495 1,64S 1,885 1IJJ 2075 1/2 2-1/2 1565 1,685 1,110 1,845 1,975 2130 2420 2,605 2,795 3,010 3-3/4 2,845 &L1W 3,115 3JJ 3,595 4405 flJJ 5,085 5/8 37/8 3,235 3,575 3545 3,920 4,095 4,525 5015 5,540 5,790 OJiJ [-4-7/8 3,235 4885 3545 5,355 4,095 6,186 5015 rIJJ Ô 5,790 I3.fJ i 3/4 41/2 4,010 4730 4,395 5,185 5075 5,985 6,215 7,175 5-3/4 5065 5550 @13I 6,410 JjI 7,850 9,065 Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Nominal Anchor Size (in.) Nominal Embed. h (in.) Minimum Concrete Compressive Strength, fc (psi) 21500 3,000 4,000 6,000 8,000 ON, Tension (lbs.) ØV Shear (lbs.) ØN Tension (lbs.) ØV Shear (lbs.) 0 N, Tension (lbs.) 0 V Shear (lbs.) ON,, Tension (lbs.) frV Shear (lbs.) ØN Tension (lbs.) çbV Shear (lbs.) 3/8 j 2-3/8 1,805 1J3IJ 1,975 2,280 0421 2,795 11 JLU 8J1 3J1i 3,225 QXL CiZD QJI tt: 1/2 21/2 2,205 2,375 2,415 2,605 2790 3,005 2,795 3,945 33/4 4,300 1J! 4,710 ØJ1 5,440 !JJ 6,660 7,690 5/8 37/8 4,570 5005 5,005 5,485 5,780 6,335 7,080 8,175 47/8 6,835 ()2Z) 7485 (3.4D 6ii @J 8,645 () 10,585 3/4 5665 6205 7165 L12,225 41/2 8775 53/4 8720 9555 11030 13510 I I Steel Strength Controls I I Concrete Breakout Strength Controls I 1 Anchor Pullout/Pout 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. g Powers USA (800) 524-3244 or (914)235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 6 Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete12 Nominal Anchor Size (in) Nominal Embed. (in.) Minimum Concrete Compressive Strength, Pc (psi) 2,500 3,000 4,000 6,000 8,000 h,,VapwAsD Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) So Shear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) Va L,..ASD 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 4,725 3,965 4,725 4,580 4,725 5,605 4,725 6,475 4,725 Towera Power-Stud+ 5D2 PRODUCT INFORMATION FASTENERS Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete12 Nominal Anchor Size (in) Nominal Embed. hnOM (in) Minimum Concrete Compressive Strength, Pc (psi) 2,500 3,000 4,000 6,000 8,000 TOltwbiMSO Tension (lbs.) a5OWabeASD Shear (lbs.) TBiio b,Aso Tension (lbs.) V qab!eAso Shear (lbs.) lllowaASD Tension (lbs.) Va Shear (lbs.) Tajiowe .4S0 Tension (lbs.) Va ,ie Shear (lbs.) Tension (lbs.) Vatoe o Shear (lbs.) 3/8 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 5/8 3-7/8 3,265 3,575 3,575 3,915 4,130 4,525 5,005 4,550 5,840 4,550 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 1 7,880 4,725 9,650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factor, ot, 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, d: 1.2(0.5)+ 1.6(0.5)= 1.4. Anchor Size Minimum Embedment Installation Ulimate Load Allowable Ullmate Load Allowable Load in Depth Location3 Tension Tension ear Sh lbs. 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 Wail Face Mm. 3" Edge and 21295 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 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 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 Masonryt.23 Minimum MorvYG*nveS m=1,5OOPsi(1O.4Well Nominal , Minimum f.nd M,nm,,rn Ld* Distance iTypi Distance iTyp) Grout Filled crau(rypi CeI Web Typ) Pace Shell Permissible Anchor Locations (Un-hatched Area / Through Face Shell) t ON -Pawsops. FAST E N ER S PRODUCT INFORMATION Power-Stud+ S132 Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat No. Anchor i A h Size Thread Length Box Qty. Carton Qty Wt./100 (Ibs) 7413SD2 3/8° x 3° 1-3/40 50 300 10 74145D2 3/8"x3-112" 2-1/4" 50 300 12 7415SD2 3/8° x 3-3/4° 2-1/2" 50 300 13 7416SD2 318"x5" 3-3/4" 50 300 16 74225D2 1/2° x 3-3/4" 2-118" 50 200 23 7423SD2 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"x7" 5-3/8" 25 100 44 7427SD2 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"x5" 3-1/8" 25 100 57 7434SD2 5/8°x6" 4-1/8" 25 75 64 74365D2 5/8"x7" 5-1/8° 25 75 72 74385D2 5/8" x 8-1/2° 6-5/8° 25 75 84 7442S02 3/4" x 5-1/2" 3-1/4" 20 60 88 7444SD2 3/4" x 6-1/4" 4" 20 60 90 7446SD2 3/4" x 7° 4-3/4" 20 60 95 7448SD2 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 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