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HomeMy WebLinkAbout1965 KELLOGG AVE; ; FPC2019-0081; Permit4ity of PERMIT REPORT Carlsbad Print Date: 12/01/2020 Permit No: FPC2019-0081 Job Address: 1965 KELLOGG AVE, CARLSBAD, CA 92008-6582 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120921100 Track #: Applied: 03/27/2019 Valuation: $716,765.61 Lot #: Issued: 04/05/2019 Occupancy Group: Project #: Finaled Close Out: 10/01/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: TOOLBOX MEDICAL -ADD 37 SPRINKLER HEADS 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 $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 760-602-4665 760-602-8561 f I www.carlsbadca.gov tqci Worldwide www.tyco-fire.com Contacts Series TYFRB - 2.8y 4.2y 56, and 80 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described in herein are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers. They are designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, and shopping malls. The TY-FRB Recessed Pendent Sprin- kler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following Recessed Escutcheons: A two-piece Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) Recessed Escutcheon with 1/2 in. (12,7 mm) of recessed adjustment or up to 3/4 in. (19,1 mm) of total adjustment from the flush pendent position. A two-piece Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) Recessed Escutcheon with 1/4 in. (6,4 mm) of recessed adjustment or up to 1/2 in. (12,7 mm) of total adjustment 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. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond what would be obtained when exposed IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. 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 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 10 to corrosive atmospheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agen- cies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, con- centration of chemicals, and gas/ chemical velocity, should be consid- ered, as a minimum, along with the cor- rosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356. Sprinkler Guards are detailed in Technical Data Sheet TFP780. MUM The Series TY-FRB 2.8, 4.21 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any 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. NFPA 13 prohibits installation of 1/2 in. NPT sprinklers with K-factors greater than 5.6 in new construction. They are intended for retrofit in existing sprinkler systems only. JULY 2018 Sprinkler Identification Number (SIN) TY1131 ... Upright 2.8K, 1/2 in. NPT TY1231.. Pendent 2.8K, 1/2 in. NPT TY2131 ... Upright 4.2K, 1/2 in. NPT TY2231.. Pendent 4.2K, 1/2 in. NPT TY3131 . . . Upright 5.6K, 1/2 in. NPT TY3231.. Pendent 5.6K, 1/2 in. NPT TY4131 ... Upright 8.0K, 3/4 in. NPT TY4231.. Pendent 8.0K, 3/4 in. NPT TY4831 . . . Upright 8.0K, 1/2 in. NPT TY4931.. Pendent 8.0K, 1/2 in. NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion-resistant status. Maximum Working Pressure Refer to Table C TFP171 2-7/8" (73,0 mm) DIA. -.- RECESSED PENDENT CROSS SECTION TFPI7I Page 2 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Deflector. special request. PLATE SEATING SURFACE 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing I 7/16 ' (11,1 mm) NOMINAL MAKE-IN I 2-3/16 (55,6 mm) 1/2 NPT** WRENCH FLATS UPRIGHT 1 2-1/4 (57,2 mm) 2~~ 1-9/16 (39,7 mm) _j I STYLE 10or20 RECESSED PENDENT ESCUTCHEON FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 IN. NPT ESCUTCHEON PLATE SEATING SURFACE * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector, special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* 7/16 (11,1 mm) NOMINAL I 2-3/16 MAKE-IN (556 mm ,, /P (55,6 mm) 2-3/16' 1-1/2" (38,1 mm) I _ll 1/2' NPT** WRENCH STYLE 100r20 FLATS RECESSED 1— 2-7/8' (73,0 mm) DIA. —) UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 IN. NPT Discharge Coefficient K=2.8 GPM/psi/2 (40,3 LPM/bar½) K=4.2 GPM/psi/2 (60,5 LPM/bar") K=5.6 GPM/psi'1' (80,6 LPM/bar½) K=8.0 GPM/psi/2 (115,2 LPM/bar½) Temperature Rating Refer to Table A and B Finishes Sprinkler: Refer to Table D Recessed Escutcheon: Signal or Pure White, Grey Aluminum, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb ...............................Glass Compression Screw .................Bronze Deflector ...................Copper/Bronze Bushing (K=2.8) ....................Bronze Poly-Stainless Physical Characteristics Frame ............................Bronze Button ................L316 Stainless Steel* Bulb ...............................Glass Compression Screw .....L316 Stainless Steel* Deflector ...................Copper/Bronze Sealing Assembly . Gold Plated Beryllium Nickel w/TEFLON Type L316 stainless steel (UNS 31603) per ASTM A479/479M or BS EN 1008 WN1.4404, Operation The glass bulb contains a fluid that 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 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency, such as UL Listing based on the requirements of NFPA 13 and FM Approval based on the requirements of the FM Global Loss Prevention Data Sheets. Use only the style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, for recessed pendent installations. kTT1 7/16' _ II (11,1 mm) III NOMINAL MAKE-IN MAK I 2-3/16 (55,6 mm) 2-3/16 1-1/2 (55,6 mm) ' (38,1 mm) 1/2 NPT** I WRENCH FLATS UPRIGHT PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON -.---- 2-7/8 (73,0 mm) DIA. - RECESSED PENDENT ii I CROSS SECTION TFPI7I Page 3 of 10 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING SURFACE ALL FINISHES EXCEPT POLY-STAINLESS WRENCH 1/2 ESCUTCHEON FLATS NPT PLATE SEATING I N 17/16 SURFACE ,1mm) OMINAL 2_J16AKE-IN (55,6 mm) 2-3/16 1-1/2____ (55,6 mm) (38,1 mm) UPRIGHT PENDENT 1 - Frame 3 - Sealing 5 - Compression *Temperature 2 - Button Assembly Screw rating indicated 4 - Bulb 6 - Deflector* on Deflector. STYLE iC RECESSEu ESCUTCHEON RECESSED PENDENT CROSS SECTION POLY-STAINLESS FINISH ONLY FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 IN. NPT Installation The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent 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 in. (1,6 mm) for the 135°F (57°C) and 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 Nm). A leak tight 3/4 in. NPT sprinkler joint should be obtained with a torque of 10 to 20 lb-ft (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to com- pensate for insufficient adjustment in the escutcheon plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent 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. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1 to Figure 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 15). With reference to Figure 1 t 4, apply the W-Type 7 Recessed Sprin- kler Wrench to the sprinkler wrench flats. Step 3. After the ceiling is installed or the finish coat is applied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Recessed Pendent Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. RECESSED PENDENT CROSS SECTION TFPI7I Page 4 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE I 1/2' T__7_ (12,7 mm) NOMINAL 2-5/16 - (572 mm , /// (58,7 mm) MAKE-IN 1-9/16 2-1/4 (39,7 mm) 3/4" NPT** WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION ALL FINISHES EXCEPT POLY-STAINLESS UPRIGHT WRENCH 3/4" ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression *Temperature FLATS NPT PLATE SEATING 2 - Button Assembly Screw rating indicated SURFACE 4 - Bulb 6 - Deflector* on Deflector. 1/2 (12,7 mm) NOMINAL (58,7 mm) 2-1/4 1-9/16 I MAKE-IN 2-5/16 (57,2 mm) (39,7 mm) STYLE 40 RECESSED PENDENT ESCUTCHEON POLY-STAINLESS FINISH ONLY FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 IN. NPT CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 7/16 / 2-1/4 (11,1 mm) Assembly 4 - Bulb NOMINAL Temperature rating is (57,2 mm) 3 - Sealing 6 - Deflector * MAKE-IN 23/16 1-9/16' indicated on Deflector. (55,6 mm) (39,7 mm) 5 ** Pipe thread connections 6 * per ISO 7-1 can be provided on special 1/2 NPT** WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0K-FACTOR, 112 IN. NPT TFPI7I Page 5 of 10 2-7/8 DIA. - 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) _ 2-1/4 DIA. 1/4 (6,4 mm) I / FACE OF (57,2 mm) MOUNTING SPRINKLER\7 PLATE FITTING 1/8 (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16' (33,3 mm) TY-FRB 13/16"(20,6 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 IN. NPT 2-7/8' DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. 1/4" (6,4 mm) __ MOUNTING / FACE F 57'2 mm) SPRINKLER PLATE FITTING 1/8' _ - (3,2 mm) //, ___ MOUNTING ____ 4 SURFACE SERIES 1-1/4' (31 8 mm)[ CLOSURE TY-FRB 3/4' (19,1 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1121N. NPT 2-7/8' DIA. (73,0 mm) 1/2±1/8' 1/2" (12,7 mm) (12 7±3,2 mm) 2-1/4" DIA. I 1/4" (6,4 mm) PLATE / FACE OF (57,2 mm) SPRINKLER MOUNTING I FITTING 1/8" (3,2 mm) I I \ MOUNTING SURFACE -5/16" (33,3 mm)[ CLOSURE SERIES TY-FRB 1-1/16" (27,0 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. - (73,0 mm) 1/2±1/8" 11/2" (12,7 mm) (12 7±3,2 mm) 2-1/4" DIA. I 1/4" (6,4 mm) /FACE OF (57,2 mm) MOUNTING I SPRINKLER PLATE FITTING 1/8" (3,2 mm) \ 7 WTh. MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TYFRB 1" (25,4 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 IN. NPT TFPI7I Page 6 of 10 2-7/8 DIA. - 5/8±1/4 (73,0 mm) 3/4 (19,1 mm) (15,9±6,4 mm) 2-1/4 DIA. 1/4 (6,4 mm) I __ L\?MOUNTING / FACE OF - (57,2 mm) SPRINKLER PLATE I FITTING 1/8" - _ - (3,2 mm) \4 MOUNTING SURFACE SERIES 1-1/4' (31,8 mm) CLOSURE TY-FRB 3/4' (19,1 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. (73,0 mm) - 3/4" (19,1 mm) 5/8±1/4" (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) / FACE OF SPRINKLER PLATE MOUNTING FITTING 1/8" MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm)1 TYFRB 13/16" (20,6 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 14 W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. - 1/2±1/8 (73,0 mm) 1/2" (12,7 mm) " 02 7±3,2 mm) 2-1/4" DIA. I 1/4" (6,4 mm) / FACE OF (57,2 mm) '?- MOUNTING I SPRINKLER PLATE FITTING 1/8" (3,2 mm) \ MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) - CLOSURE TY.FRB 1" (25,4 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7+3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) /FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" -I--- __________ (3,2 mm) I \ MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TYFRB 1-1/16" (27,0 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 7 of 10 Sprinkler Finish5 K- Factor Type Temperature Bulb Liquid Color Natural Brass Chrome Plated Polyesterc Pendent (TY1231) and Upright (TY1131) 135°F (57°C) Orange 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 200° F (93°C) Green 286°F (141°C) Blue 2.8 1/2 in. NPT Recessed Pendent (TY1231)a Figure 6 135°F (57°C) Orange 1,2,4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green Recessed Pendent (TY1231)b Figure 7 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200-F (93-C) Green 4.2 1/2 in. NPT Pendent (TY2231) and Upright (TY2131) 135°F (57°C) Orange 1, 2 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent (TV2231)a Figure 8 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200-F (93-C) Green Recessed Pendent (TY2231)b Figure 9 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) I Green NOTES Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20(1/2 in. NPT) or Style 30(3/4 in. NPT( 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL( as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed, the sprinklers are UL and C-UL Listed as corrosion- resistant sprinklers. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFP17I Page 8 of 10 Sprinkler Finish8 K- Factor Type Temperature Bulb Liquid Color Natural Brass I Chrome Plated Polyester PolyStainlessC Lead Coated Pendent (TY3231) and 135°F (57°C) Orange 1,2,3,4,5,6, 7 1,2 1,2,3,5 155°F(68°C) Red 175°F(79°C) Yellow Upright (TY3131) Blue 200°F (93°C) Green 286°F (141°C) 135°F (57°C) Orange 155°F (68°C) Red 5.6 NPT Recessed Pendent (TY3231) Figure 10 1, 2, 4, 5 1,2 N/Ad 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY3231)b Figure 11 1, 2, 3,4, 5 N/A N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange Pendent (TY4231) and 1, 2, 3, 4,5, 6, 7 1,2 1,2,5 155°F(68°C) Red 175°F(79°C) Yellow Upright (TY4131) Blue 200°F (93°C) Green 286°F (141°C) 135°F (57°C) Orange 155°F (68°C) Red 8.0 3 /4ifl NPT Recessed Pendent (TY4231)a Figure 12 1, 2, 5 1,2 N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY4231)b Figure 13 1, 2,3, 5 N/A N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange 8.0 1/2 in. Pendent (TY4931) and 1, 2, 4, 5, 6 N/A 1, 2, 5 155°F(68°C) Red 175°F (79°C) Yellow NPT Upright (TY4831) 200°F (93°C) Green 286°F (141°C) Blue NOTES Installed with Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20(1/2 in. NPT) or Style 30(3/4 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Not Available (N/A) Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01 -E. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead-Coated Sprinklers are noted to be 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 a Corrosion-Resistant Sprinklers. TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFPI7I Page 9 of 10 Sprinkler Finish K- Factor Type Natural Brass I Chrome Plated I Polyester Lead Coated Pendent (TY1231) and 2.8 Upright (TY1131) 1/2 in. 175 psi (12,1 bar) N/A2 NPT Recessed Pendent (TY1231) Pendent (TY2231) and 4.2 Upright (TY2131) 1/2 in. 175 psi (12,1 bar) N/A NPT Recessed Pendent (TY2231) Pendent (TY3231) and 5.6 Upright (TY3131) 250 psi (17,2 bar) 1/2 in. or 175 psi (12,1 bar)' NPT Recessed Pendent (TY3231) Pendent (TY4231) 175 psi 8.0 and Upright (TY4131) (12,1 bar) 3/4 in. 175 psi (12,1 bar) NPT Recessed N/A Pendent(TY4231) 8.0 Pendent (TY4931) 175 psi 1/2 in. and 175 psi (12,1 bar) (12,1 bar) NPT Upright (TY4831) 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 Under- writers Laboratories, Inc. for use in Canada (C-UL(; and, the Approval by the City of New York. 2, Not applicable (N/A). TABLE C MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent 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 pro- tection 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. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion 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 taken to avoid damage 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 Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer 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. 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). Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resis- tant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprinkler condition and the long-term integrity of the corrosion-resistant material, which can be affected by the corrosive conditions present. FINISH 1 NATURAL BRASS - POLY-STAINLESS GREY 2 ALUMINUM (RAL9007)1 POLYESTER PURE WHITE - POLYESTER (RAL9010)2 SIGNAL WHITE POLYESTER (RAL9003) JET BLACK POLYESTER (RAL9005)3 7 LEAD COATED 9 I CHROME PLATED TFPI7I Page 10 of 10 P/N 57— XXX - X - XXX SIN SPRINKLER 330 2.8K UPRIGHT (1/2 in. NPT) TY1131 331 2.8K PENDENT (1/2 in. NPT) TY1231 340 4.2K UPRIGHT (1/2 in. NPT) TY2131 341 4.2K PENDENT (1/2 in. NPT) TY2231 370 5.6K UPRIGHT (1/2 in. NPT) 1Y3131 371 5.6K PENDENT (1/2 in. NPT) TY3231 390 8.0K UPRIGHT (3/4 in. NPT) 1Y4131 391 8.0K PENDENT (3/4 in. NPT) TY4231 360 8.0K UPRIGHT (1/2 in. NPT) TY4831 361 8.0K PENDENT (1/2 in. NPT) TY4931 TEMPERATURE RATINGS 135 135-F (57-C) 155 155°F (68°C) 175 175°F(79°C) 200 I 200°F(93°C) 286 I 286°F (141°C) NOTES Available only on TY3131 TY3231, TY4131, and TY4231 Eastern Hemisphere sales only. Available in only 2.8K, 4.2K, and 8.0K, 155F (68CC) and 200F (93cC); requires longer lead time to manufacture. TABLED SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. 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 Pendent or Upright) Sprinkler (specify) temperature rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) 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 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02018 Johnson Controls. All rights reserved. All specifications and other Information shown were current anal document revision date and are subject to change without notice. Johnson NATIONAL FIRE pnorncnios ASSOCIATION and NFPA are registered trudenrorke of Net,vrrol Fire Protection AseoclAtio,r: Controls TEFLON iso registered trademark at Dupont tqco Fire Protection Products Worldwide www.tyco-fire.com Contacts I 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 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 7/16 (11,1 mm) S NOMINAL (50,mm MAKE-IN _____ 2 I N) CV 1-3/8 ________ (34,9 mm) WF (50,8 mm) Fl 1/2 NPT** DEFLECTOR* STYLE 150r20 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 (1Y313) 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. WRENCH RECESS (USE ONLY FIGURE 2 W-TVPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH INTO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W- TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 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 afire 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) \ I FLUSH 3/8±5/16' (9,5±7,9 mm) MOUNTING 1 SURFACE \(32 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (Y323) 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" \ I 1/2(12,7mm) (7,9±6,4 mm) FLUSH MOUNTING / j (3,2 mm) 777 7, 1/8 SURFACE 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 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 4 370 5.6K UPRIGHT (1/2 NPT) 371 5.6K PENDENT (1/2 NPT) * Use suffix "I" for ISO 7-1 connection; P/N* 77-XXX-X-XXX I SIN TY313 TY323 I 1 3 4 9 SPRINKLER FINISH NATURAL BRASS PURE WHITE (RAL9010)* POLYESTER SIGNAL WHITE (RAL9003) POLYESTER 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 (PIN). 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 194461 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 71 = 0 0, '0 C-, 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 -28.90 to 300 20.7 65.60 500 34.5 600 41.4 2000 93.30 265 18.3 455 31.4 550 379 2500 121.1° 225 15.5 405 279 505 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 76 270 18.6 370 25.5 4500 232.2° 75 5.2 225 15.5 325 22.4 5000 260.0° - - 180 12.4 280 19.3 5500 28780 - - 130 9.0 230 15.9 Note: Unions with Copper or Copp erAlloy 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 V-1 ' (6-25 mm) Sizes 1 A-2" (32-51 mn) Sizes 2'Y-3' (64-76 mm) (°F) (°C) psi bar psi bar psi bar psi bar -200 to 150° -28.90 to 65.60 300 20.7 2,000 1379 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 3500 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 4500 232.2 - - 725 50.0 600 41.4 475 32.8 5000 260.0 - - 510 35.2 450 31.0 385 26.5 ALL ELBOWS & TEES Ye" (10 ON) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) CP 5500 2878 - - 300 20.7 300 20.7 300 20.7 Anvil Class 150/300 Malleable Iron Fittings conform to ASME ' B16.3 and Unions conform to ASME B16.39.co III TO CO44 ' 7- ;i The best sprinkler pI -: in the industry! BULL IV100SE TUBE COMPANY moo a. Pffi IVAI!1A flj) ull Moose Tube® is a customer focused, Igrowth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides in our people • \ working together to satisfy customers and to promote business growth by achieving superior financial performance. www.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 c®us LISTED <> APPROVED Do '-IA(h ONFSA NFPA I 1, W11 1ppp- / 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 <9> APPROVED C;] 4 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® MlC preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall 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 MlC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. All information contained herein is accurate as known at the time of publication. Bull Moose Tube' reserves the right to change product specifications without notice and without incurring obligation. 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 1-1/4 1.660 1.442 1:1/2 1.900 1.682 2 —2 —.375 - - 2.157 2-1/2 2.875 2.635 Th 5ooJ 3260 4 4.500 ' 4.260 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 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. 15.27 - 1.41 lbs/ft 1.820 91 Ti: 1.81 lbs ft n i 7.76 2.09 lbs/ft -. 3.053 - 61 6.27 2641bs/ft1 4.-2-23- 37 4.92 - 3.53 lbs/ft 5.893 30 354 4.34 lbs/ft -7.-9757 19 - - 2.50 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS Bull Moose Tube's® Schedule 10 and Schedule 40 pipes are hot NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE dipped galvanized to meet ASTM SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE Al 23 standards. All products are 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 stencilled to meet FM & UL 1-1 specifications. fo 1.380 L_ _ - 100 227 ths/ft J[ i918 5 --1-1/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 2375 2.067 100 3661bs/ft It 5114 3ä 21/2* 2.875 2.468 1.00 5.80 lbs/ft 7.875 30 100 —7-58lb5/ft - 4* - 4.50-- 4.026 1.00 10.80 lbs/ft 16.316 19 *Only available in case Grande, AZ **Corrosion Resistance Ratio per latest UL Directory Listing c®us LISTED <9> APPROVED mo NFPK 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.buIImoosetube.com - Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa Grande, AZ Dallas, TX Masury, OH BULL 510052 TUBS COTYIPANY 63017 STYLE 922 The Style 922 Outlet-I provides a convenient method of incorporating ½, 3%, and 1/15, 20 and 25 mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 11% through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-I is UL/FM rated up to 300 psi/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, 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" EPOM - 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 Pa ra Location Approved www.victaulic.com viclAuLic Is A REGISTERED TRADEMARK OF VICTAULIC COMPANY, 0 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV G \4tau11cr 10.52 1 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock ® Outlet-I STYLE 922 DIMENSIONS I , -• - 1¼ ½ 1N 130 j 1.83 1.10 3.87 2.56 I 1.0 32 x 15 30.2 330 46.5 j3,9 650 045 ~K 134 '1 1.28 1,83 1.11) 3.87 t 25 I 1.1 20 30.2 I 32.5 46.5 27.9 98.3- 65,0 ±.-- 0.51) 1 18¼ 1.52 2.18 1.10 3.87 2.56 1.2 25 _P±_ 1.95 1.22 98.3 4.08 65.0 2.56 1 0,54 1.2 1½ 112 1 y 1.42 40 15 30.2 36.1 49.5 31.0 I 103.6 -65.0 0,54 '--'- +--'- - .....t.......- - 3/4 1'i' 14(1 195 1.22 4,08 2.56 1.2 20 ,.,.)... 103.6 ,f . 0,54 1 11/1, 1.64 2.3)) 1.22 4,08 2.56 1.3 25 302 1Y1, I 41.7 1.66 58,4 2.19 31)) 146 103.6 4.60 65.0 2.56 0.59 1.3 2 1/1 50 15 3(12 42.2 55.6 37.1 116.8 ' 65.0 ' 0.59 Y4 1Y, . 1.64 2.19 ' 1.46 4.60 . 2.56 I 1,4 20 30.2 41,7 55.6 37.1 116.8 65.0 ' 0.64 1 1 :55, 1.88 2.54 1,46 4.60 256 1.5 25 30.2 47.8 64.5 + 37,1 .--.-.11-6.9 1.71 116,8 - 5.40 . ---t --, 65.0 2.56 +--. ((.68 - 1.6 21/1 65 ½ 15 1Y, 30.2 1.91 48.S 2.44 62.0 43.4 137.2 65.0 [ 0.73 3/4 155, 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 ____ 1 1 "/ 2.13 2.79 1 1.71 5.40 ;' 2.56 1 1.6 25 13¼ 30.2 54.1 1.91 7119 2.44 -----43.4 ' 171 137.2j 5.50 651) 256 (173 1.6 ½ 76.1 mm X 15 30.2 , 48,5 62.)) 43.4 139.7 ' 65.0 ((73 '14 13¼ ' 1 89 2,44 1.71 550 2.56 1.6 20 30.2 48)) 62.0 43 4 139.7 I 65(1 ((.73 1 1 Pm 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 1 0.80 t Vtctauhc female threaded products are designed to accommodate standard NFl or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry perr- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability In advance may result in assembly problems or leakage. *Center of run to engaged pipe end for NFl threads (dimensions are approximate). www.victaulic.com VICTAUL)C IS A REGISTERED TRADEMARK OF VrCTAULiC COMPANY. 11 2)8)9 VICTAUL(C COMPANY. ALL RIGHTS RESERVED. 10.522 \J ltauIic REVG PS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 PERFORMANCE 1½ 1 8.5 40 25 -2-6- 2 1 8.5 50 x 25 2.6 2½ x 1 8.5 65 25 2.6 1 8,5 761mm X 25 2.6 Hazen-Williams coefficient of fiiction is 120 www.victaulic.com \%tauIic VICTAULIC is A REGISTERED TRADEMARK OF VICTAULIC COMPANY 02009 VICTAULIC COMPANY. ALL RIGHTS RESERVED REV G 10.52 3 STYLE 922 INSTALLATION Reference should always be made to the -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 G UPDATED 12/2009 vicTAuLic ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2(X)9 VICTAULIC COMPANY ALL RIGHTS RESERVED. X, Atat—a U —1i 13~ 1052 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 STEEUCPVC 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, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - c®8S 203-EX 2551 1"- 8" USTED 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, 131), these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. NFPAI3 PIPE ROD I WE 5 WT.0250 UL TEST LOAD 1 3/8 30.75 403.75 750 1114 3/8 43.95 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 1 634.75 750 2112 3/8 118.35 841.75 850 3 1 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 1/2 349.45 1996.75 2000 6 1/2 476.35 2631.75 2650 8 1/2 1 711.60 1 3805,00 1 4050 PE A B I 18793 20259 k2l 2.1382 27800 TT 22673 2.9140 26048 32516 .1150 !12 60669 6,8/80 6 75768 8.3290 11/09 -551 310 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 - Mu. Galvanized. LISTINGS - Yu. us 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES- Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including pans 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 systents 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 hind, including but not hauled to loss of business or profit, when non-AFCOuV products have been, or are used. 1/08 Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. 1/4 1/4 1/4 8002957 8003957 8004957 GST 100 GST 200 (3S1300 1/4 x l 670 1/4 x 2 1/4x3 Ply) 1760 (Fir) 2060r) - - - 25 - 25 j 125 125 3/8" 8006957 GST .75 1/4 x 3/4" 564 (3/4" Ply) 25 125 210 (7116- OSB) 300 25 125 [ " 3/8 8007957 GST 10 1/4 xl 670 3/8" 8008957 GST 20 -. 1/4 x 2 1760 (Fir) 850 1475 25 125 3/88068925 6ST2OSS 1/4x2 1760 (Fir) 850 25 125 3/8" 8009925 GST 25-380 3/8x2-1I2" 2113 (Fir) 1500 25 125 - i isT 3/8 8069925 GST 30-SS 1/4 x 3 2060 (Fir) 25 125 r 3/8 8011925 GST 4O 1/4 x 4 2T80 (Fir) - 25 "125 3/8__8012925 GST 60 1/4 x 6" 2230(Fir) 25 125 - ITT 8013925 GST 2 1/4x2 1760 )Fir( __________________ 25 125 1/2"8014925 GST 2.5-380 3/8x2-1/2" 2113 (Fir) 1/2 8015925 0513 1/4x3 2275 (Fir) 25 125 1/2" 8016925 GST 4 1/4x4" 2180 (Fir) 25 125 1/2 8017925 GST6 _116 2230 (Fw) 25 - 125 - 11 #14 Black Nut Driver Part # 8113910 k #14 SW Red Nut Driver Part # 8114910 Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. "Accommodates up to 3 Y2" x 12 pitch roof. • Reduces installation cost. Allows 17° deflection from vertical. • Made in the U.S.A. 3/8" 8139957SH-GST201./4x2" 1,257 (Fir) ?5 125 125 3/8 8141957 SH-GST30 1/4x3" 1720 (Fir) 1500 1475 25 125 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling soB nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. G ~ lk~/111 e IM011$U4* 'S 4 #14 Black Nut Driver Part # 8113910 Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. Not less than 2" nominal width (1-1/2") up to 3-112' pipe; not less than 3'(2-1/7) nominal width 4 & 5 pipe 4 I Minimum 2-1/7 from bottom for brand, lines. Minimum 3' from bottom for mainlines, Exception: This requirement shall not apply to 2" or thicker nailing strips resting on top of steel beams. ET A Floor Joist SWG 100 114 x V 64Jj_ 25 125 1/4' 8019957 SWG 200 1/4x 2" 1725 25 , 125 3/8 8020957 SWG 1O /4 xl 622(Rr) - 300 25 125 . 3/8" 8021957 SWG 20 1/4x 2" 1725 (Fir) 1050 25 125 3/8 8073925 SWG2O-SS 1/4x2 1725 (Fir) 850 25 125 #14 SW Red 3/8" 8022925 SWG 25-380 3/8 X 2-1/2" 2249 (Fir) 1500 25 125 Nut Driver _____ 3/8 8023925 SWG3O 1/4 u3 1884 (Fr) - I25J Part #8114910 Insert the appropriate nut driver into a 3/8" or 1t2" portable diii! Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4", 3/8' 1t2" or metric all thread rod, boll stock. (The 112" requires the #I4SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlln steel. Insert the appropriate nut driver into a 3/8" or 1t2" portable drill. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member begin installation. When the nut driver spins free on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4' 3/8" or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purl/n steel. "-o- SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is thee complete. Warranty requires the use of the appropriate nut driver tsr installabons. ?owers Power-Stud+'m 5D2 PRODUCT INFORMATION FASTENERS Power_Stud+M 5D2 Wedge Expansion Anchor The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, structural sand-lightweight concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. Structural connections, i.e., beam and column anchorage Utility and safety-related attachments Interior applications / low level corrosion environment Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading Medium to heavy duty purposes + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter + Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor + Anchor design allows for follow-up expansion after setting under tensile loading International Code Council, Evaluation Service (ICC-ES), ESR-2502 for concrete Code compliant with the 2009 IBC, 2009 IRC, 2006 IBC, 2006 IRC, 2003 IBC, 2003 IRC and 1997 UBC Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Global (Factory Mutual) - File No. 3033795, 3/8" and 1/2" diameters Pipe hanger components for automatic sprinkler systems Underwriters Laboratories (UL Listed) - File No. EX1 289 - See listing. GUIDE SPECIFICATIONS SECTION CONTENTS Page No. General information .................... 1 Material Specifications................ Installation Specifications...........2 Installation Instructions...............3 Performance Data........................4 Ordering Information ..................8 Power.Stud+ SD2 Assembly THREAD VERSION UNC threaded stud ANCHOR MATERIALS Zinc plated carbon steel body with stainless steel expansion clip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYP.) 3/8" diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Grout-filled concrete masonry (CMU) CSI Divisions: 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. 0 O _U~ 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 Ill (Fe/Zn 5) Minimum plating requirment for Mild Service Condition 1 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Power-Stud+ SD2 Anchor Detail ?owers FASTENERS PRODUCT INFORMATION Power-Stud+" SD2 IINSTALLATIONISPECIFICATIONS] Installation Table for Power-Stud+ 5D21 Nominal Anchor Size Anchor Property/Setting Information Notation 3/8 Units 112" 5/8" 3/4" Anchor diameter d0 in. (mm) 0.375 (9.5) 0.500 (12,7) 0,625 (15.9) 0.750 (19.1) Minimum diameter of hole clearance in fixture dh in. (mm) 7/16 (11.1) 9/16 (14.3) 11/16 (17.5) 13/16 (20.6) Nominal drill bit diameter dbjt in. 3/8 ANSI 1/2 ANSI 5/8 ANSI 3/4 ANSI Minimum nominal embedment depth hnom in. (mm) 2 3/8 (60) 2 1/2 (64) 3 3/4 (95) 3 7/8 (98) 4 7/8 (124) 4 1/2 (114) 5 3/4 (146) Effective embedment hef in. (mm) 2 (51) 2 (51) 3 1/4 (83) 3 1/4 (83) 4 1/4 (108) 3 3/4 (95) 5 (127) Minimum hole depth in. (mm) 2 5/8 (67) 2 3/4 (70) 4 1 (102) 4 1/4 (108) 5 1/4 (133) 4 3/4 (121) 6 1 (152) Minimum concrete member thicknessl hmin (mm) 4 (102) 4 1/2 (114)1 6 (152) 5 3/4 (146) 15 3/4 1(146) 5 3/4 (146) 6 1/2 (165) 8 1(203) 7 (178) 10 (254) Minimum overall anchor length 1anch in. (mm) 3 (76.2) 3 3/4 (95) 4 1/2 (114) 4 3/4 (121) 6 (152) 6 1/4 (159) 7 (178) Minimum edge distance1 Cmin in. (mm) 2 1/2 (63.5) 4 1 (102) 2 3/4 (70) 4 (102) 2 3/4 £9L 4 1/4 1 (108) 4 1/4 (108) 5 (127) 4 1/2 1 (114) Minimum spacing distance 5m1n in. (mm) 3 1/2 (88.9) 6 (152) 6 (152) 4 (1 02) 6 (152) 4 1/4 (108) 4 1/4 (108) 6 (152) 6 (152) Critical edge distance1 Cac in. (mm) 6 1/2 (165.1) 8 (203) 10 1 (254) 8 (203) 15 3/4 1 (400) 10 1 (254) 12 (305) 12 (305) Installation torque Tjst ft.-lb. (N-m) 20 (27) 40 1 (54) 60 (81) 110 (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. 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 I G H I From 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" Up to but not 2" 2-1/2" 3' 3-1/2" 4" 4-1/2" 5" 5-1/2' 6" 6-1/2" including Mark K I 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" 9" Up to but not 7" - 7-1/2" 8" - 8-1/2" 9" 9-112" 8" 8-1/2" 9" 9-1/2" including - - - - - - 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 Power-Stud+ 5D2 PRODUCT INFORMATION FASTENERS INSTALLATION INSTRUCTIONS 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.) 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 8212.15. nominal embedment depth, h00m Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' coMb tscOVU MULDIDEMoeMue, aljéOpslt UPPERfLutt W .CLI.. — Nil. 3- Vr ILA) AN060it" _4 MeL tiff I )— tOWIM I'IIRI 005 NO. aOae0tn .cz Sal. 00155 tOGS Installation Detail B: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete23 STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 7 r-1' CIr.Min. I '4 '?2'Min. Max. L_ Min.Min. — a. L Mitt. No. 20 Gage Steel Deck Mitt, 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 he installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/4-inch a minimum hole clearance 3/4-inch is satisfied. 9 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Power-Stud+M 5D2 PERFORMANCE Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8k 1/2' 5/8" 3/4k Anchor category 1, 2 or 3 - 1 1 1 1 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) ksi (N/mm2) 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) fllta ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) ' in2 & 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) Reductionfactor for steel strength3 0 - 0.75 CONCRETE BREAKOUT STRENGTHIN TENSION8 Effective embedment h0f in. in. 2.00 (51) 2.00 I (51) 3.25 _(83) 3.25 (83) 4.25 _(108) 3.75 I 5.00 Effectiveness factor for uncracked concrete k. - 24 24 24 24 Effectiveness factor for cracked concrete k0. - 17 17 17 17 Modification factor for cracked and untracked concretes CN - 1.0 See note 5 1.0 See note 5 1.0 See note 5 1.0 See note 5 Critical edge distance Cee in. (mm) 8 (203) 8 (203)I(254) 10 8 (203) I 15-3/4 _(400) 12 (305)j_(305) I 12 Reductionfactor for concrete breakout strength3 0 - 0,65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500psi)6 N ' lb (kN) 2,775 (12.3) See note 7 6,615 I(29.4) See note 7 See rrote7 See note 7 See note 7 Characteristic pullout strength, cracked concrete (2,500psi)6 N ''°' lb (kN) 2,165 (19.5) See note 7 4,375 Seenote_(22.4) 4,980 See note 7 I 7,795 (35.1) Reductionfactorforpulloutstrength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPI.ICATIONS8 Characteristic pullout strength, seismic69 (N°1) (kN) lb 2 6 165 UJee note 7 4,375 (19.$)J I See note j I 4,980 2.4) I _See note7___(35.1) I Reductionfactorforpulloutstrength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, crackedconcrete er steel deck; accrrrcngtoInstaJlation Detail All Np th unci , 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) Characteristic pullout strength uncrackedconcrete off steel dedcacwrcfngto Installation Detail B'° ' ' lb (kN) 1,445 (6.4) 1,465 (6.5) 2,600 (11.6) 3.305 (14.7) 3.490 (15.5) 3,470 (15.4) Characteristic pullout strength, untracked concrete over N '°' lb (kN) 1 600 (.6) 2,025 (6.4) Not Applicable Not I Applicable Not Applicable Not Applicable Characteristic putout strength, cradsard concrete over steel deck according to Installation Detail Bt° N ..°'50'(kN) lb - 1,250 (5.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Reduction factor for pullout strength' -. - 0.65 (Condition B) The data in this table is intended to be used vvith the design provisions of Act 318 Appendix 0 for arrehorresisting sarseric load combinations the additional requirements of AC 318 0.3.3 shell apply. Installation must comply reith prsbhshed instructions and details. All values of 4were determined frorrr the load combinations of AC 318 Section 9.2. if the load combinations of Appendix Care used, the appropriate value of qmust be determined in accordance vvith AC 318 0,4.5. For reinforcement that meets ACt 318 Appendix D requirements for Condition & see ACt 318 0.4.4 for the appropriate ofactot. The Power.5tud+ 502 is considered a ductile steel element in tension as defined by ACt 3180.1. Reported values for steel strength in tension are based on test results per AC 355.2 and shall be used for design. S. For all design cases use 9{iv= 1.0. Select appropriate effectiveness factor for cracked concrete (ko) or uricracked concrete (k(,ro). For all design cases use Wcp= 1.0. For concrete compressive strength greater than 2,500 psi, lJp,= (pullout strength value from table)(specdied concrete compressive strength/2500)R For concrete over steel deck the value of 2500 viva be eqdacedwtth the value of 30. For all anchors n= 1/2 wIth the exceptkssof the 3/8' anchor size for cnariasl cctsaeteadrme n- 1/3. Pullout strength does not control designs of indicated anchors. Do not calculate pullout strength for indicated anchor size and ernbedmerrt. Anchors are permitted to be used in structural sand-rightuseight concrete provided that Nfr Neq and Np,r are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per Act 355.2, Section 95. ttr Values for N && are for structural sand-rtwrdght concrete (rc ,,, = 3,000 psi) and additional lightweight concrete reduction factors need rrct be applied. in arlr$sori evaluation for the concrete breakout capacity in accordance wIth ACt 318 D.5.2 is not required for anchors installed in the flute IsoffitI. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ?owers Power-Stud+ SD2 PRODUCT INFORMATION FASTENERS IPERFORMANCE DATAf Shear Design Information (For use with load combinations taken from ACI 318 Section 92)19 Design Characteristic Notation Units Nominal Anchor Size 318' 1(2" 1 5/8" 3/4" Anchor category 1, 2 or 3 - 1 1 1 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength (threads) f Y ksi (N/mm2) 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) 1Jta ksi (N/mm2) 96.0 (662) 84.8 (585) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) in2 (mm2) 00775 (50.0) 0.1419 (65.7) 0.2260 (104.9) 0,3345 (215.8) Steel strength in shears V lb (kN) 2 190 (.7) 4,640 (20.6) 9,800 (44.1) 10 175 Reduction factor for steel strength3 - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing length of anchor (hefor 8d0, whicnever is less) 4 in. (mm) (51) 2.00 (51) 2.00 75 3.25 j (83) è23 j28Jj95)jj27_ 5.00 Reductiorr factor for concrete breakout strength3 0 - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1,0 for hef< 2.5 in., 2.0 for hef? 2.5 in.) kCP - 1.0 1.0 2,0 2.0 2.0 2.0 2.0 Effective embedment h in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 I (108) 3.75 5,00 (11 27)_ Reduction factor for pryout strength3 0 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 (v lb ( lb 1 955 (8.7) 4 640 (0.6) 6 530 (9.0) 6,635 (9.5) Reduction factor for steel strength in shear, seismic3 - 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCTIJAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel deck according to installation Detail As v deck ' lb 0) 2,170 (9.7) 3,815 (17.0) 5,040 (22.4) I 4,015 (17.9) I 6,670 I (29.7) I 4325 (19.2) Steel strength in shear, concrete over steel deck, according to Installation Detail B3 v se,1c lb (kN) 2,170 (.7) 2,880 (12.8) I Not Applicable Not Applicable 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 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 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 M.S. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, see ACI 318 0.4.4 for the appropriate 0 factor. The Power-Stud+ 502 is considered a ductile steel element as defined by ACI 3180.1 with the exception of the 3/8" anchor size in shear. S. 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-lightweight 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 ACI 355.2, Section 9.6. Values for V &d are for stnictual sand-lightweight concrete (f = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the flute (soffit). 9, Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 5 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION PowerStud+ SD2 Factored Design Strength (ON.' and 0 Vn) Calculated in Accordance with ACI 318 Appendix D: 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: - i is greater than or equal to the critical edge distance, Cac (table values based on cal = Cac) .7 - is greater than or equal to 1.5 C81 )..LCa1 ._," Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the controlling Ca2 ha / failure mode is listed (ag. For tens/err steel, concrete breakout and pullout For shear steel, concrete breakout and piyout). Furthermore, the capacities for concrete breakout strength in tenon and pryout strength in shear are calculated using the effective embedment values, !, for the selected anchors as noted in the design information tab 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 Nominal Embed. Minimum Concrete Compressive Strength, ft (psi) I 2,500 3,000 4,000 6,000 8,000 Size h ONn SbVn ON, ØV cm.) (in.) Tension (lbs.) 1,405 Shear (lbs.) Tension (lbs.) shear (lbs.) Tension (lbs.) shear (lbs.) Tension (lbs.) shear Tension (lbs.) (lbs.) Shear (lbs.) 3/8 2-3/8 1,495 1,645 II. 1,885 I 2,075 21/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2795 3,010 1/2 3-3/4 37/8 2,845 3,235 1H. 3575 3,115 3,545 iii. 3,920 3,595 4,095 iI 4,525 4,405 5,015 1IL 5,085 5540 5790 iii. P1I 5/8 4-7/8 41/2 3,235 4,010 - 4,885 4,730 - 3,545 4,395 5,355 5,185 4,095 5,075 6,180 5,015 5,985 6,215 A' 5,790 111 7175 1l 1I 3?'4 5-3/4 5,065 _________ 5,550 II 6,410 7,850 iI 9,065 iI Tension and Shear Design Strength for Power-Stud+ 5D2 in Uncracked Concrete Steel Strength Controls I I Concrete Breakout Strength Controls i Anchor Pullout/Prynut Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, ot, for the controlling load combination. See ICC-ES ESR-2502. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ?owers Power-Stud+' SD2 PRODUCT INFORMATION FASTENERS Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete1 2 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) (in.) Tension (lbs.) Sriear (lbs.) Tension (lbs.) hT aRomblaA V eAb Shear (lbs.) Tension (lbs.) Shear (lbs.) V a"a 0 lension (lbs.) ,ASD Shear (lbs.) Tension (lbs.) Shear (lbs.) 3/8 2-3/8 1,005 940 1,065 940 1,175 940 1,345 940 1,480 940 2-1/2 1,115 1,205 1,220 1,315 1,410 1,520 1,730 1,860 1,995 2,150 1/2 3-3/4 2,030 2,115 2,225 2,155 2,565 2,155 3,145 2,155 3,630 2,155 3-7/8 2,310 2,555 2,530 2,800 2,925 3,230 3,580 3,955 4,135 4,550 5/8 4-7/8 2,310 3,490 2,530 3,825 2,925 4,415 3,580 4,550 4,135 4,550 4-1/2 2,865 3,380 - 3,140 3,705 3/4 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 5,505 4,725 6,475 11 4,725 Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete12 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength. f'c (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) hp,r, (in) T O ,Aso Tension (lbs.) Shear (lbs.) T,Aso Tension (lbs.) V,JSD Shear (lbs.) T8J*J ASD Tension (lbs.) Vulnb1e.ASD Shear (lbs.) Taffawub*ASO Tension (lbs.) nuWaaIeASO Shear (lbs.) Ta1tyAable,ASO Tension (lbs.) tNo1sble.ASD Snear (lbs.) 3/8 2-3/8 1,290 940 1,410 940 1,630 940 1,995 940 2,305 940 2-1/2 1,575 1,695 1,725 1,860 1,990 2,145 1,995 2,155 2,815 2,155 3-3/4 3,070 2,115 3,365 2,155 1/2 3,885 2,155 4,775 2,155 5,490 2,155 3-7/8 3,265 3,575 3,575 3,915 4,130 4,525 5,005 4,550 5,840 4,550 5/8 4-7/8 4,880 4,550 5,345 4,550 6,175 4,550 7,560 4,550 8,730 4,550 4-1/2 4,045 4,725 4,430 4,725 5,115 4,725 6,265 4,725 7,235 4,725 5-3/4 6,230 4,725 6,825 4,725 7,880 4,725 9,650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factor, o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% 11w load, with controlling load combination 1.20+ 1.6L Calculated weighted average for the conversion factor, ot: 1.2(0.5) + 1.6(0.5) = 1.4. Ultimate and Allowable Load Capacities for Power-Stud+ 5D2 in Grout Filled Concrete Masonry123 Minimum Masonry Compressive Strength. 'mr 1,500 psi (1 0A MN) Nominal Anchor Minimum Embedment Installation Ulimate Load Allowable Load Ulimate Load Allowable Load Size Depth Location3 Tension Tenon Shear lbs. Shear (mm) (kN) lbs. (kN) (kN) lbs. (kN) 318 2-1/2 Wall Face Mm. 2-1/2 Edge 1,670 335 2,075 415 (9.5) (50.8) and End Distances (7.4) (1.5) (9.2) (1.8) 2-1/2 Wall Face Mm. 3 Edge and 21 295 460 1,310 260 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) 1/2 (12.7) Top of Wall 3-3/4 Mm. 1-3/4" Edge 3,320 665 1,140 230 (953) and 4" Edge (14.8) (3.0) (5.1) (1.0) Distances Minimum End Minimum Edee Distance (rypl Distance fryp) 4 1 Grout FEted CMII (1w) --- cit w&, iTyp) V Face Shell Permissible Anchor Locations (Un-hatched Area / Through Face Shell) Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of S.O. Consideration of safety factors of ii) 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. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 t ?owers FASTENERS PRODUCT INFORMATION Power-Stud+" SD2 ORDERING INFORMATION• Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) ' ..at. o. Anchor Size ncor Thread Length Box Qty. Carton Qty. Wt./100 (lbs) 7413502 3/8" x 3" 1-3/4" 50 300 10 7414502 3/8"x3-112" 2-1/4" 50 300 12 7415S02 3/8" x 3-3/4" 2-1/2" 50 300 13 7416502 3/8" x 5" 3-3/4" 50 300 16 7422SD2 1/2" x 3-3/4" 2-1/8° 50 200 23 7423502 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 7426502 1/2" x 7" 5-3/8" 25 100 44 7427502 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 7433502 5/8" x 5" 3-1/8" 25 100 57 7434502 5/8" x 6" 4-1/8" 25 75 64 7436502 5/8" x 7" 5-1/8" 25 75 72 7438502 5/8" x 8-1/2" 6-5/8" 25 75 84 7442502 3/4" x 5-1/2" 3-1/4" 20 60 88 7444SD2 3/4"x 6-1/4" 4" 20 60 90 74465D2 3/4" x 7" 4-3/4" 20 —_60 95 74485D2 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 08465 Adjustable torque wrench with 1 1/2" square drive (10 to 150 ft-lbs.) 08280 Hand pump / dust blower 1 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 8