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5750 FLEET ST; 100; FPC2018-0309; Permit
City of PERMIT REPORT Carlsbad Print Date: 10/21/2021 Permit No: FPC2018-0309 Job Address: 5750 FLEET ST, # 100, CARLSBAD, CA 92008-4709 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2111000100 Track #: Applied: 09/17/2018 Valuation: $156,041.05 Lot #: Issued: Occupancy Group: Project #: Finaled Close Out: 08/19/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check U: Final Inspection: Project Title: Description: GREENWICH BIOSCIENCES- SPRINKLER T.I. (32) UPRIGHT & (1) SIDEWALL SPRINKLERS FPContractor: AMERICAN AUTOMATIC FIRE SUPPRESSION INC 9925 PROSPECT AVE, U STE B SANTEE, CA 92071 (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 1 760-602-8561 f I www.carlsbadca.gov tq cci Worldwide i Fire Protection Contacts www.tyco-fire.com 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- 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 TFP 700 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/bar112) FEBRUARY 2014 0 MI' 0 0 co os- c o W of 00 LU F3 O — ' ,1L U. Q &O 0 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 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Byib indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector * DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON ______ I 7/16° I (11,1 mm) ________ : I NOMINAL 0-0 (50,8 mm) WR FI MAKE-IN : 2-7/8" (73,0 mm) DIA. ' 2° ________ (34,9 mm) (V 1-3/8" 3 ' ' (50,8 mm) I I ______ I 1/2° NPT** DEFLECTOR* 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 / WRENCH RECESS / (USE ONLY 60 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 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.-lbs. (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. 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 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 SURFACE///'" (3,2 mm) 5/8 (15,9 mm) FLUSH 3/8±5/16" \ (9,5±7,9 mm) MOUNTING CLOSURE SERIES' MOUNTING 1-3/8"(34,9mm) TY-FRB 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(12,7mm) (7,9±6,4 mm) _____ FLUSH 1 ______________ I / 1/8' J 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 TEMPERATURE RATINGS 135 135°F(57°C) 155 155°F (68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F(141°C) TFPI72 Page 4 of 4 U PIN* 77 - XXX - X - XXX SPRINKLER FINISH SIN 1 NATURAL BRASS 370 5.6K UPRIGHT (112 NPT) TY313 PURE WHITE (RAL9010)°° POLYESTER 4 SIGNAL WHITE (RAL9003) 371 5.6K PENDENT (1/2 NPT) TY323 POLYESTER Use suffix I° for ISO 7-1 connection; - 9 CHROME PLATED for example, 77-370-4-175-I Eastern Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 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. tqco TEFLON Is trademark of The DuPont Corporation. Fire Protection Products tqoa Fire Protection Products Worldwide Contacts Series TYIFRB - 5,6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers described in this data sheet are quick response -standard coverage, dec- orative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commercial occu- pancies such as banks, hotels, shop- ping malls, etc. They are designed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Sidewall sprinklers are com- monly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations, where piping across the ceiling is not desirable. The recessed version of the Series TY-FRB Horizontal Sidewall Sprinkler is intended for use in areas with a fin- ished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjust- ment from the flush sidewall position, or a two-piece Style 20 Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush sidewall position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained 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 damage 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 6 when exposed to corrosive atmo- spheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE The Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers TY3331 - Horizontal TY3431 - Vertical DECEMBER 2016 TFPI76 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* DEFLECT( HAT 0 9/16" WRENCH 1/2** (14,3 mm) FLATS NPT 7/16 (11,1 mm) ____ NOMINAL MAKE-IN I 1-1/2" 38,1 mm) 2-3/16" (55,6 mm) STYLE Pipe thread io or 20 connections per RECESSED ** ISO 7-1 can be ESCUTCHEON provided on special request. 2-7/8" DIA. (73,0 mm) ESCUTCHEON PLATE SEATING SURFACE FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS CENTERLINE OF SPRINKLER WATERWAY * Temperature rating is indicated on Deflector. TFPI76 Page 2 of 6 Finishes Sprinkler: Refer to Table C Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze HSW Deflector .....................Bronze VSW Deflector.....................Copper 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 Series TY-FRB, 5.6 K-factor, Hor- izontal and Vertical Sidewall Sprin- klers are intended for fire protection systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (e.g., 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 10 or 20 Recessed Escutcheon, as applicable, is to be used for recessed horizontal installations. Installation The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be installed in accordance 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 bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 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 with a torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprin- kler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under-or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Series TY-FRB Horizontal and Vertical Sidewall Sprinkler Installation The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the fol- lowing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright position with the arrow on the Deflec- tor pointing away from the wall. Technical Data Approvals UL and C-UL Listed. FM Approved LPCB Approved NYC Approved. (Refer to Table A for complete approval information including corrosion resistant status.) Maximum Working Pressure Refer to Table B Discharge Coefficient K=5.6 GPM/psi112 (80,6 LPM/bar1/2) Temperature Ratings Refer to Table A TFPI76 Page 3 of 6 Step 2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. Series TY-FRB Recessed Horizontal Sidewall Sprinkler Installation The Series TY-FRB Recessed Horizon- tal Sidewall Sprinklers must be installed in accordance with this section. Step A. Recessed horizontal sidewall sprinklers are to be installed in the hori- zontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprin- kler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 10 or 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 Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be maintained and serviced 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, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. * Temperature ** Pipe thread rating is connections indicated on per ISO 7-1 can Deflector. be provided on special request. 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 damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). 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. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling 1 - Frame 4 - Bulb 7 - Ejection 2 - Vtton 5 - Compression Spring - Sealing Screw Assembly 6 - Deflector* ARROW MUST POINT AWAY PERPENDICULAR J@ FROM AND BE TO THE BACK WALL SURFACE FLOW :* 2-3/16 4 5,6 mm) of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. 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 Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 7/16' ESCUTCHEON / (11,1 mm) PLATE SEATING NOMINAL SURFACE MAKE-IN NPT (55,6 mm) F ______ 2-3/16 ______ 1-1/2 (38,1 mm) WRENC SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS TFPI76 Page 4 of 6 5/8±1/4" (15,9±6,4 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4" DIA. MOUNTING (57,2 mm) PLATE 1/8" (3,2 mm) 1-1/4" (31,8 mm) 3/4" (19,1 mm) 3/4' (19,1 mm) 1/4" (6,4 mm) FIGURE 3 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 1/2±1/8' (12,7±3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TV-FRB 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 1/8" (3,2 mm) 1-1/4" (31,8 mm) 1/2" (12,7 mm) 1" (25,4 mm) 1/4' (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON / WRENCH RECESS / (END "A" USED FOR 1/2" NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS V PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI76 Page 5 of 6 SPRINKLER FINISH (See Note 11) K TYPE TEMP. LI BULB QUID NATURAL CHROME POLYESTER*** LEAD COATED BRASS PLATED 135°F(57°C) Orange 155°F (68°C) Red HORIZ. 175°F (79°C) Yellow SIDEWALL 1,2, 3,4,9, 10 1,2, 3, 9 1, 2,3, 9 (1Y3331) 200°F (93°C) Green 286°F (141°C) Blue 5.6 RECESSED 135°F(57°C) Orange 155°F (68°C) Red 1/2" HORIZ. NPT SIDEWALL 1, 2, 4, 9, 10 1,2,9 N/A (TY3331)* 175°F (79°C) Yellow Figure 3 Green 200°F (93°C) RECESSED 135°F(57°C) Orange 155°F (68°C) Red HORIZ. SIDEWALL 1, 2, 3, 4, 9 N/A 175°F (79°C). Yellow (TY3331)** Figure 4 Green 200°F (93°C) VERTICAL 135°F (57°C) Orange 155°F (68°C) Red SIDEWALL 5.6 (TY3431) 175°F (79°C) Yellow 1/2" Installed 5, 6, 7, 8, 9 5, 6, 7, 9 NPT Pendent 200°F (93°C) Green or 286°F (141°C) Blue Upright NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007a/04) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. 10.Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch 110010 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted lobe UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. • Installed with Style 10(1/2" NPT) 3/4" Total Adjustment Recessed Escutcheon. Installed with Style 20(1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS TFPI7G Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS I CHROME PLATED POLYESTER [ LEAD COATED HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) or 175PSI (12,1 BAR) RECESSED HORIZ. SIDEWALL (TY3331) 5.6 (SEE NOTE 1) NPT VERTICAL SIDEWALL 175 PSI (12,1 BAR) s ( 1Y3431) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B MAXIMUM WORKING PRESSURE P/N 57 - XXX - X - XXX SPRINKLER TEMPERATURE FINISH RATINGS SIN 1 NATURAL BRASS - PURE WHITE (RAL9010)° POLYESTER - SIGNAL WHITE (RAL9003) POLYESTER - JET BLACK (RAL9005)°° POLYESTER 7 1 LEAD COATED 135 135°F(57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) 378 I HORIZONTAL SIDEWALL I TY3331 3751 VERTICAL SIDEWALL I TY3431 9 I CHROME PLATED Eastern Hemisphere sales only. Available in 155F (68°C) or 200F (93CC) temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS 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 Number (P/N). Sprinkler Assemblies with NPT Thread Connections: Specify: Series TY-FRB (specify SIN), (specify K-factor), (specify) Horizontal Sidewall or Vertical Sidewall Sprinkler, Standard Response, Standard Cov- erage, (specify) temperature rating, (specify) finish or coating, P/N (specify from Table C) Recessed Escutcheon Specify: Style (10 or 20) Recessed Escutcheon 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 © 2016 Tyco Fire Products, LP. All rights reserved. tqcc TEFLON is a registered trademark of DuPont Fire Protection Products [111° T r~~ MM1110 Malleable Iron Threaded Pipe Unions Pressure - Temperature Ratings Temperature Pressure Class 150 Class 250 Class 300 (°F) (°C) psi bar psi bar psi bar 200 to 1500 -28,9° to 300 20.7 65.60 500 34.5 600 41.4 2000 93.30 265 18.3 455 31.4 550 37.9 2500 121.10 225 15.5 405 27.9 505 34.8 3000 148.90 185 12.8 360 24.8 460 31.7 3500 176.70 150 10.3 315 21.7 415 28.6 4000 204.40 110 7.6 270 18.6 370 25.5 4500 232.20 75 5.2 225 15.5 325 22.4 5000 260.00 - - 180 12.4 280 19.3 550° 287.80. - - 130 9.0 1 230 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. - - 4 41 4j41 I // •,, r LE Malleable Iron Iron Threaded Fittings Pressure - Temperature Ratings Temperature Pressure Class 150 Class 300 __________ Sizes /4-1" 16-25 mm) Sizes 1%"2" (32-51 mm) Sizes 21/2_3 (64-76 mm) (°F) (°C) psi bar psi bar psi bar psi bar -200 to 1500 -28.90 to 300 20.7 2,000 65.60 137.9 1,500 103.4 1,000 68.9 2000 93.3 265 18.3 1,785 123.1 1,350 93.1 910 62.7 2500 121.1 225 15.5 1,575 108.6 1,200 82.7 825 56.9 3000 148.9 185 12.8 1,360 93.8 1,050 72.4 735 50.7 350° 176.7 150 10.3 1,150 79.3 900 62.1 650 44.8 4000 204.4 '- - 935 64.5 j 750 51.7 560 38.6 4500 232.2 - - 725 50.0 1 600 41.4 475 32.8 500° 260.0 - - 510 35.2 450 31.0 385 26.5 300 20.7 300 20.7 300 20.7 10 I I lot Anvil Class 150/300 Malleable Iron Fittings conform to ASME ' 816.3 and Unions conform to ASME B16.39. ALL ELBOWS & TEES 3/ (10 DN) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) A iIFPS W"anviHirtl!"ESM 1Z1 IIII ! I o a) b LU I- 1 BL9 16 _____ z ull Moose Tube® is a customer focused, ID growth oriented manufacturer and marketer of tubular products, where ri ,rrec k kicQd tin n rrmmitmcnt U I J IJU ) iA iJ I I (1 i.iJ liii III LI II I I I. 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 / BULL MOOSE TUBE COMPANY 2 win Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. I c®us LISTED APPROVED no 4Fa4 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 Masur 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. [ddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance rdliu oIl .0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. Li U Bull 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 háie a ressureihg of 300 PSI and have been through the same rioräi3 festing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose-Tubes® Schedule 10-- and Schedule 40 pipes are hot dipped galvanized to meet ASTM A123standards. All products are - stencilled to meet FM &- UL-- specifications. c®us LISTED <9> APPROVED mo A 0 NFS NFPA to SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.41 1.829JL 91 r 11/4 1LI f660 111442 JL 991 jr181Ib/ft ] - 258 fl 61 L i E1 Liiii [_209 Ibs/J LJ 61 LJ iL J IbJftJ P 2-1/2 1[2.63S.,4.92 P3.53IIjs/1jPT5.893 L 3[ 3500 ]b0 354 E_44S/ftTh7 9 L_Jr 9 - 4 - r45o0Li 260 bs/ft1 E1I7i -i----- SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 JL JL2JL 19J LIIiIi4IiIi1 r -1660 J fl 1.380 1 1 100 J ibth E1I EIiIIIIIiiII1 L2 lLiill900L iiii IiiiiL 272 lbs/ft L 3602 2 f 2.375 if 2.067 J{ 1.00 3.661bs/ft II 5] 30 P21121 [j9J] äiibs/ft Ei 5 LLiui30— IiII if_oo 100 L7 58 lbs/ft iLl 73 LiIJ 4* 1[ 4500 j_jL± 1L1080 IbsLft 1L±i JL1J --- *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 manufacturers instructions for the specific fitting used. - For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grand AZ Dallas, TX Masurt OH ouU Moose TUBE corwjuv 63017 FireLock® Outlet-I ® <~> (~)Lc B LPcBI SEE VICTAYLIC PUBLICATION 10.01 FOR DETAILS STYLE 922 The Style 922 Oytlet-T provides a convenient method of incorporating ½, 3/4, and 1715, 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/2068kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade 'E" EPDM - Type A Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade 'E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location - Approved Date www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV ( %tauIicr 10.52 1 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS Nomin:1 Size riche mm :. 'Jf!fl[],KIj4flhIlfTfl('. 1¼ ½ 1 3A6 1.30 1.83 1.10 3.87 2.56 1.0 x 32 15 30.2 33.0 46.5 27.9 98.3 65.0 0.45 13/16 1.28 1.83 1.10 3.87 2.56 1.1 3/4 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 1 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 I ' 1/2 1 IA6 1.42 1.95 1.22 4.08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 3/4 1 /6 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 11/16 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41.7 58.4 1 31.0 103.6 65.0 0.59 2 ½ 1 /l6 1.66 2.19 1.46 4.60 2.56 1.3 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 3/4 1 3/16 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 65.0 0.64 1/6 1.88 2.54 1.46 4.60 2.56 1.5 1 25 30.2 47.8 64.5 37.1 116.8 65.0 0.68 21/2 ½ 1 3A6 1.91 2.44 1.71 5.40 2.56 1.6 x 65 15 30.2 48.5 62.0 43.4 137.2 65.0 0.73 1 3A6 1.89 2.44 1.71 5.40 2.56 1.6 'A 20 30.2 48.0 62.0 43.4 137.2 65.0 0.73 1 1 IA6 2.13 2.79 1.71 5.40 2.56 1.6 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 ½ 1 3A& 1.91 2.44 1.71 5.50 2.56 1.6 761 mm x 15 30.2 48.5 62.0 43.4 1 139.7__L_65.0 0.73 '14 13/16 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 1 0.73 1 1 /6 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 0.80 t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). FireLock® Outlet-I STYLE 922 DIMENSIONS J U1 II 1 I ,=,..• www.victaulic.com vlcTAuLlc IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.2 2 4tauiicr REV C IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 1U.3 PERFORMANCE Run Sizes ILi - Inches/mm Outlet Size Equivalent Length of 1 Inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C120)*, FT Feet/meters -. 8.5 4. 2.6 -65 x 4. 2.6 76.1 mm x 4. * Hazen-Williams coefficient of friction is 120 FireLock® Outlet-I STYLE 922 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. /_~_c RFV ( 10,52 FireLock® Outlet-I STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com /__i_C_ta_U1iC~ 10.52 3355 REV G UPDATED 12/2009 viclAuLic IS REGISTERED TRADEMARK OF vIcTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER I thru 4 Inch pipe LISTED FOR STEEL/CPVC 1/2 & 3/4 Inch pipe 5 thru 8 Inch pipe NFPA 13 PIPE ROD I WT. 5 WT.-250 UL TEST LOAD 1 1 3/8 30.75 403.75 750 11(4 3/8 43.95 469.75 750 1 1(2 3/8 54.15 52075 750 2 3/8 76.95 634.75 750 2 1/2 3/8 118.35 841.75 850 3 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 1/2 711.00 3805.00 4050 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 - c®u$ USIED 203-EX 25511"- 8" Approval guide - 1 11- 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. tU!LUllU 11/09 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.qrg 310 RING RESTRAINER MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - c us 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. %s%s •_ Q Specific AFCON products ore exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 1/08 lowers Power-Stud+ SD2 PRODUCT INFORMATION FASTENERS Power-Stud+ SD2 Wedge Expansion Anchor PRODUCT D * l(.1 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 ............I Suitable base materials include normal-weight concrete, structural sand-lightweight concrete and concrete over steel deck. The anchor is manufactured with a zinc plated Installation Specifications...........2 carbon steel body and stainless steel expansion clip for premium performance. Installation Instructions...............3 Performance Data........................4 GENERAL APPLICATIONS AND USES 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 Power-Stud+ SD2 Assembly FEATURES AND BEN EFITS + 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 APPROVALS AND LISTINGS — 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 (TYP.) the design provisions of ACl 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in 3/8,, diameter through 3/4 diameter cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) SUABLE BASE MATERIALS FM Global (Factory Mutual) - File No. 3033795, 3i" and 1/2" diameters Pipe hanger components for automatic sprinkler systems Normal-weight concrete Underwriters Laboratories (UL Listed) - File No. DO 289 - See listing. Structural sand-lightweight concrete Concrete over steel deck GUIDE SPECIFICATIONS Grout-filled concrete masonry ((MU) CSI DMSIOrIS 03151-Concrete Anchoring, Masonry Anchorage and 05090-Metal Fastenings. Expansion anchors shall be Power-Stud+ 5D2 as supplied by Powers Fasteners, Inc., Brewster, tcc NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIIW. IIs]I.. 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 (dip) Type 316 stainless steel Plag (anchor body, nut and washer) Zinc plating according to ASTM B 633, SC1,Type Ill (Fe!Zn 5) Minimum plating requirment for Mild Service Condition www.powars.com Canada: (905) 673-7295 or (514) 6314216 Powers USA: (800) 524-3244 or (914) 235-6300 Mark A B C D E F G H I From 1-1/2" 2 2-1/2' 3' 3-1/2' 4" 4-1/2' 5' 5-112' 6' Ui to but not 2' 2-1/2' 3' 3-1/2' 4' 4-112' 5' 5-1/2' 6" 6-1/2" indug Mark K I 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' to but not 7' 7-112' 8 8-1/2" 9'Up 9 9-112" 8' 8-117' - d9-1/2- including 1' ?owers FASTENERS PRODUCT INFORMATION Power'Stud+" 5D2 Installation Table for Power-Stud+ SD2' Nominal Anchor Size Anchor Property/Setting Notation Units Information 3/8" 1/2" 5/8" 314" Anchor diameter d0 in. 0.375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9/16 11/16 13/16 clearance in fixture (mm) (14.3) (17.5) (20.6) Nominal drill bit diameter dbft 3i'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) (114) (146) Effective embedment lie! in. 2 2 3 1/4 3 1/4 4 1/4 3 3/4 5 (mm) (51) (51) (83) (83) (108) (95) (127) Minimum hole depth1 h0 in. 2 5/8 2 3/4 4 4 1/4 5 1/4 4 3/4 6 (mm) (67) 1 (70) (102) (108) (133) (121) (152) Minimum concrete member hmin in. 4 4 1/2 1 6 5 3/4 3/4 5 3/4 6 1/2 I 8 7 10 thicknessi (mm) (102) 141L!1 (146) (165) 1(203) (178) (254) Minimum overall anchor length 'ancJj in. 3 3 3/4 4 1/2 4 3/4 6 6 1/4 7 (mm) (76.2) (95) 1 (114) (121) (152) (159) (178) Minimum edge distance1 Cmin in. 2 1/2 4 2 3/4 4 2 3/4 1 4 1/4 4 1/4 5 4 1/2 (mm) (63.5) (102) (70) (102) (70) (108) (108) (127) (114) Minimum spacing distance1 5min in. 31/2 6 6 4 6 4 1/4 4 1/4 6 6 (mm) (88.9) (152) (102) (108) (108) Critical edge distance1 Cac in. 6 1/2 8 10 8 15 3/41 10 (152)t (3 12 (mm) (165.1) (203) (254) (203) (400) I (254) (305) Installation torque Tinst ft-lb. 20 40 60 110 (N-m) (27) 1 (54) (81) (149) Torque wrench socket size - in. 9/16 3/4 15/16 1 1/8 Nut height - in. 21/64 7/16 35/64 41/64 1. For Installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3hef or 1.5 times the flute width. Power-Stud+ 5D2 Anchor Detail Head Marking Legend Letter Code = Length Identification Mark '+' Symbol = Strength Design Compliant Anchor __________ Number Code = Carbon Steel Body and Stn1ess Steel Expaision Clip dh t 00 'V I p' Length Identification !1 Length identification mark indicates overall length of anchor. g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 ?owers Powe,'Stud+M 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. T11 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+ 5D2 Installed Through Soffit of Steel Deck into Concrete' 51NUCcwM.4HTUx44t W1II5I10I4 NMW(Ka4t UMNALM co4ILit OVt5IU1IXUMUMPw CL4 MIN. •. .. . .• . . I: WK 41-3ir ux rrn, Lam L- fto. EGG& aIm UJIE ( Installation Detail B: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete2.3 STRUCTURAL SAND-UGHTWEIGHT CONCRETE OR NORMA!. WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3.000 PSI) / -1" Or. Mm. / ' 4' Mn. Max. Max. -. Mm. - . 13. Min 4 1/ Min. No. 20 Gage Steel Deck Mm. 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 31/44nch a minimum hole clearance 3/4-inch is satisfied. 9 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 -Powers FASTENERS PRODUCT INFORMATION PowerStud+ 5D2 Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8w 1/2 5/8w 3/4 Anchor category 1, 2 or 3 - 1 1 1 1 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) f .v ksi (N/mm2) 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) ita ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) Ase j2 (mm2) 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tension N lb (kN) 6,625 (29.4) 10,445 (4.0) 13,080 (58.2) 21,230 (94.4) Reduction factor for steel strength3 4) - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment hej in. (mm) 2.00 (51) 2.00 I (51) 3.25 (83) 3.25 I (83) 4.25 (108) 3.75 (95) I 5.00 (127) Effectiveness factor for unaacked concrete k 0. - 24 24 24 24 Effectiveness factor for cracked concrete k,- 17 17 17 17 Modification factor for cracked and uncracked concrete5 - See iite 5 See note 5 See note 5 See rote 5 Critical edge distance ac in. (mm) 8 (203) 8 (203) I 10 (254) 8 (203) I 15-3/4 (400) 12 (305) I 12 (305) Reidion factor for concrete breakout strength3 4) - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPUCATIONS)8 pullout strength, uncracked concrete (2,500 ps)6 N lb (kN) 2 775 U 2.3) IICharacteristic See note 6,615 See note 7 I (29.4) See note 7 See note 7 See note 7 Characteristic pullout strength, cracked concrete (2,500 0)6 P.° N lb (kN) 2 165 (.6) Seenote71 I (19.5) Seerlote71 I 4,980 (22.4) See note 7 7,795 (35.1) Reduction factor for pullout strength3 4) - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Charactetisticpufloutstrength,seismic6.9 (Il(s) lb (kN) 2165 (.6) I See note 7 I (19.5) See note 71 4,980 (22.4) I See note 7 I 7,795 (35.1) Reduction factor for pullout strength3 4) - 1 0.65 (Condition 8) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Chaisticpitsgth,oadedconcrete o steel dedc according to Installation DetailA1° '° 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) orsteeldedcaccoringtotnstallationDeta1B'° ° 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) Chaacteristic pullout stiigth.unaackedconcrete over steel deck according to Installation Detail B1° NP ciet, w lb (kN) 1 600 (.6) 2,025 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Chaiacteristicpullout strength, aadedconcrete 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 4) - 0.65 (Condition B) I. The data in ths title is intended to be used with the design provisions of AC) 318 Appendix 0 for andsces resisting seismic toad combinations the additional reenonents Of ACt 318 033 that epply. Installation rrtet comply with prAnished uistnucliore and details, Al values of 4iwe1e detemined from the load combinations of AC) 318 Section 92 If the load combinations Of Atpensh Cate used, the appropriate value of 41nu51 be determined In accordance withAG 318 0.4.5. For reinforcement that meetsACi 318A,ensh D reqiEernerits for Condition seeACl 318 a4.4 for the appropriate çnfactor The Fbwer-Sfljd+ 502 Is considered a iticlite steel element in tension as defined byAa 3180.1. Reported values for steel strength in tension are based can test results peFA0 355.2 and that be used for design. For all design cases use Wc v= 1.0. Select appropriate effectiveness factor for craderd concrete (k04 or wnoackad concrete t1i For all design canes use Wp= 1.0. For concrete compressive strength greater than 2,500 psi. Npn= out strength vie from tale)edfled concrete compressive strength12500}fl. For ancrete am steel deck the value Of2500 must be replaced with the 300a For all endusn= 1I2ththe onofthe3!8'aidx* size for aaddcrnxetevMen= 113. Pullout strength does net control design of indicated anchors. Do not calculate pullout strength for Indicated andsor sme and embedment Andsors are permitted to be used in structural sesd-kghtwisnt concrete provided that NA Neg and Np,, are multiplied by a factor of 0.60 (not required for steel deck). Reported values for diaractenislic pullout strength in tenteD,, for seismic applications are based on test results per AU 355.2. Section 9.5. Váies for Np, ,* are for structural sand4otweight concrete (f5 rw= 3,000 psi) and additional l,twant concrete reduction factors need not be applied. In adftini, e'ahjaiIces for the concrete breakout capacity in accordance with ACI 318 0.5.2 is not required for anchors Instated in the flute (soffit). Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com -Powers Power-Stud+ 5D2 PRODUCT INFORMATION FASTENERS Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1-9 Design Characteristic Notation Units Nominal Anchor Size 318 1I2 5I8 1 3W Anchor category 1, 2 or 3 - 1 1 1 ] 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength ksi (N/mm2) 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) fLa ksi (N/mm2) 96.0 (662) 84.8 (585) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) Ase in2 (mm2) 0.0715 (50.0) 0.1419 (65.7) 0.2260 (104.9) 0.3345 (215.8) Steel strength in shear5 lb (kN) 2,190 (9.7) 4,640 (20.6) 9,800 (44.1) 10 175 (4.3) Reduction factor for steel strength' - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR' Load bearing lenath of anchor (hefor 8d0, whithever is less) 4 In. (mm) 2.00 (51) j 2.00 1 (51) 3.25 I (83) 3.25 1 (83) 45 (108) I 3.75 (95) 5.00 (127) Reduction factor for concrete brealmutsfluigth3 0 - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR' Coefficient for piyout strength (1.0 for hef <2.5in.,2.0 for hr~2.5in.) A - 1.0 1.0 2.0 I 2.0 I 2.0 I 2.0 2.0 Effective embedment hd in. (mm) 2.00 (51) 2.00 (51) 325 (83) 3.25 (83) 4.25 (108) 3.75 (95) 5.00 (127) Reduction factor for pryout strength3 0 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 lb (kN) 1955, (8.7) 4,640 (20.6) I 6,530 (29.0) I 6,635 (9.5) 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 v deck according to installation Detail A' lb (kN) 2 170 ('9.7) 3 815 (17.0) (2.4) I 4015 I (17.9) I 6,670 I (29.7) I 4325 I (19.2) Steel sough insheat concrete over steel deck according to Installation Detail 3 v lb (kN) 2,170 (9.7) 2 880 (12.8) I Not Applicable I Not Applicable I Not Applicable Not Applicable Reduction factor for steel strength in shear for concrete over steel deck3 - 0.60 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix 0 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 D 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 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 D.6.1.2 and 0-18 in ACI 318-02. D.6.1.2- Anchors are permitted to used in structural sand-lightweit concrete provided that Vb and Vp 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 AC] 355.2, Section 9.6. Vies for V &d are for sUuctual aid1$itvwi concrete (f = 3,000 psi) and additional lltitt concrete reduction fadras need not be applied In addition, ec'akration for the concrete &ealexit capacity in accordance with ACI 318 D.6.2 and the pr,vut capacity in accordance with ACI 3180.63 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 1. Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = h,, and with the following conditions: - al is greater than or equal to the critical edge distance Cac (table values based on Cal = Cac) Cais 5 Cat —Cal --, / ,/ greater than or equal tol 2 Calculations were performed according toACI 318-05 Appendix D The load level corresponding to the controlling,'Cal failure mode is listed (e.g For teon steel concrete breakout and pullout For shear steel, concrete breakout and , ha/ pryout). Futhennore. the capacities for concrete breakout strength in tension and put strength in shear are calculated 1/ ng the effective erhitvalues,/ for selected and noted the design uformaUontables. Please also reference the installation specifications for more information. 3 Strength reduction factors () were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed 4. 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 Desion Strencith for Power-Stud+ SD2 in Cracked Concrete Minimum Concrete Compressive Strength, ft (psi) Nominal Nominal I I Anchor Embed. 2,500 3,000 4,000 6,000 8,000 ON, bV ON ~bV ON 4W,, ØN,, ØV,, Size hni,m fin . ) fin.) Tension shear Tension shear Tension shear Tension i shear i Tension I Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) I (lbs.) I (lbs.) I (lbs.) 3/8 2-318 :1,405 . 1,495: . 1.645 .. 1,885 :2075 2112 1565 1685 1845 1975 2130 2420 I 2605 I 2795 I 3010 I 1/2 . . ..- 11 .-' . ...... 3-3/4 2:845. i 3.115 3,595 . I 44Q5.. .. 5.05 . 37/8 32 357 -545 3920 4095 4525 5015 1 5540 4 5790 5/8 47/8 3235 4885 3545 55 4095 i1o0 5015 ci°o 41/2 4010 4730 4395 35 5075 5985 6215 7175 . 3I4 . . . -. .. •. ... .... .•,. .. ... . •... . :' . : 5-3/4 5,065 Tension and Shear Desian Strenath for Power-Stud+ SD2 in Uncracked Concrete Minimum Concrete Compressive Strength, Pc (psi) Nominal Nominal 2,500 3,000 4,000 6,000 8,000 Anchor Embed. ONn 0 V.I ON. I çbV I ONn 4V,, I ON.I Tension çbV I Shear I Tension pV,, Shear Size h,,,.,,, On.) (in.) Tension I Shear I Tension I Shear Tension I Shear j I (lbs.) I (lbs.) I (lbs.) I (lbs.) (lbs.) I (lbs.) I (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 .1,805 : 1975. . 2,280 .. 2,795 3;225. 21/2 2205 I 2375 I 2415 2605 I 2790 I 3005 I LJ 2795 3945 1/2 3-3/4 4,300 6,f50 .7,690 8175 37/8 4570 005 I 5005 I 5485 I 5780 -'6335 I 7080 5/8 47/8 6835 I 7485 I 8645 7165 10585 12225 - 4 1/2 5665 6205 8775 10130 3/4 om 5-3/4 A 720001=0 R 1'1 Steel Strength Controls lt: ti1 Concrete Breakout Strength Controls Anchor PulloutiPryout Strength Controls Factored design strengths may be converted to allowable toads using an appropriate conversion factor, 01, for the controlling load; combination. See icc-ES ESR-2502. 9, Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 6 Tabulated load values are for anchors installed in minimum 6-inch wide. mirmum Grade N. Type II. liahtweiaht. ..umeight 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. 9 7 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 medium-weight Anchor Size Minimum Embedment Installation Ulimate Load Allowable Load Ulimate Load Allowable Load in Depth Loationa Tension lbs. Tension Shear lbs. Shear (mm) (mm) (kN) lbs. (kN) (kN) lbs. (kN) 3/8 2-1/2 Wall Face Min. 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) Wall Face 2-1/2 Mn 3' Edge and 2,295 460 1,310 260 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) 1/2 lop ofWall 3-3/4 Mini. 1-3/4' Edge 3,320 665 1,140 230 (953) and 4' Edge (14.8) (3.0) (5.1) (1.0) Distances Ultimate and Allowable Load Capacities for Power-Stud+ 502 in Grout Filled Concrete Masonryu.3 Nominal Pitun Moiiy Ccn 'Stiength, #',,= 1,500 psi (10.4 P MflirUm End M.n,muffl tdr Distance (lyp) - - - Dts1nce (Typ) - -. GrutFRd -- CMU(Typi C Web tTyp) Face Shell Pennlssible Anther Locations (Un-hatched Area / Through Face Shell) Power-Stud+ SD2 PRODUCT INFORMATION -Powers FASTENERS Converted Allowable Loads for Power-Stud+ 5D2 in Cracked Concrete'.2 Nominal Anchor Size (in.) Nominal Embed. (in.) Minimum Concrete Compressive Strength, Pc (psi) 2,500 3,000 4,000 6,000 8,000 h b w Tension Aso 1011 (lbs.) (lbs.) Tension (lbs.) *Aso Shear (lbs.) Tension (lbs.) dwAso Shear (lbs.) Tab 0 TensionMair (lbs.) (lbs.) Tension (lbs.) Shear (lbs.) 3 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 2,155 518 3-7/8 2,310 2,555 2,530 2,800 2,925 3,230 3,580 3,955 4,135 4,550 4-718 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 51125 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+ 5D2 in Uncracked Concrete'2 Nominal Anchor Size en.) Nominal Embed. h, Minimum Concrete Compressive Strength. f'c (psi) 2,500 3,000 4,000 6,000 8,000 Tension (lbs.) Shear (lbs.) Tension (lbs.) (lbs.) Tension (lbs.) (lbs.) TensionAso (lbs.) Shear (lbs.) Tension (lbs.) Var(r4 Ie;AS1) Shear (lbs.) 318 2-3/8 1,290 940 1.410 940 1,630 940 1,995 940 2,305 940 1/2 2-1/2 1,575 1,695 1,725 1,860 1,990 2,145 1,995 2,155 2,815 2,155 3-3/4 3,070 2,115 3,365 2,155 3,885 2,155 4,775 2,155 5,490 2,155 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 7,880 4,725 91650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factoi o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% five load, with controlling load combination 1.2D + 1.6L Calculated weited avage for the conversion factor, o: 1.2(0.5) + 1.6(0.5) = 1.4. 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 ?owers FASTENERS PRODUCT INFORMATION Power-Stud+' SD2 L ORDERING INFORMATION Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat No Anchor Size Thread Length Box Qty Carton Qty. Wt/100 (Ibs) 74135D2 3/8"x3" 1-3/4" 50 300 10 74145D2 3/8" x3-112" 2-1/4" 50 300 12 74155D2 318" x 3-3/4" 2-1/2" 50 300 13 7416S02 318"x5" 3-3/4" 50 300 16 7422SD2 1/2" x 3-3/4" 2-1/8" 50 200 23 7423S02 1/2" x 4-112" 2-7/8" 1 50 200 28 7424SD2 112" x 5-112" 3-7/8" 50 150 32 74265D2 1/2" x 7" 5-3/8" 25 100 44 7427SD2 1/2" x 8-1/2" 6-7/8" 25 100 46 743 55D2 5/8" x 4-3/4" 2-7/8" 25 100 52 7433SD2 518"x5" 3-1/8" 25 100 57 74345D2 518"x6" 4-1/8" 25 75 64 74365D2 5/8" x 7" 5-1/8" 1 25 75 72 7438SD2 5/8"x8-1/2" 6-5/8" 25 75 84 74425D2 3/4" x 5-1/2" 3-1/4" 20 60 88 7444S02 3/4" x 6-1/4" 4" 20 60 90 7446SD2 3/4" x 7" 4-3/4" 20 60 95 7448SD2 3/4"x8-1/2" 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 g Powers USA. (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 6314216 www.powers.com 8