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5760 FLEET ST; 100; FPC2018-0395; Permit
PERMIT REPORT (City of Carlsbad Print Date: 02/17/2022 Job Address: 5760 FLEET ST, # 100, CARLSBAD, CA 92008-4713 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2111000200 Track #: Valuation: $479,425.08 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: ISLANDS -ADD 84 SPRINKLER HEADS FOR NEW TI Permit No: FPC2018-0395 Status: Closed - Finaled Applied: 12/05/2018 Issued: 12/28/2018 Finaled Close Out: 09/26/2019 Inspector: Final Inspection: Applicant: FPContractor: AMERICAN AUTOMATIC FIRE SUPPRESSION AMERICAN AUTOMATIC FIRE SUPPRESSION INC INC JAllMIN DEEKEN 9925 PROSPECT AVE, # STE B 9925 PROSPECT AVE. # B SANTEE, CA 92071 SANTEE, CA 92071 (619) 562-3010 (619) 562-3010 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $553.00 Total Fees: $553.00 Total Payments To Date: $553.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov ti,co Worldwide Contacts Series TYIFRB - 2.8, 4.2, 5.6, and 8.0 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 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 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. The Series TY-FRB 2.8, 4.2, 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 ---.- - LE 4. •'J 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 1Y3131 . . . Upright 5.6K, 1/2 in. NPT 1Y3231.. 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 8.01K, 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 TFPI7I F2-1/4 (57,2 mm) 1-9/16 (39,7 mm) STYLE 10 0r20 RECESSED ESCUTCHEON RECESSED PENDENT 2-7/8" (73,0 mm) DIA. CROSS SECTION TFPI7I Page 2 of 10 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing * 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 M!L?T iliTi! ! LuJJ;lle1 J1I']tl FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TYII31) AND PENDENT (TY1231) SPRINKLERS 2.8K-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* 2- (5 5,3/16 6mm) " NOMINAL (11,1 mm) IV 7/16' N 7 MAKE-IN 1 2 2-3/16 1-1/2 I MAK (55,6mm) _____ 1/2' NPT** I WRENCH STYLE 10 or 20 F.— 2-7/8" (73,0 mm) DIA. - FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TV-FRB UPRIGHT (TY2 131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 IN. NPT Discharge Coefficient K=2.8 GPM/psi½ (40,3 LPM/bar½) K=4.2 GPM/psi/2 (60,5 LPM/bar½) K=5.6 GPM/psi/2 (80,6 LPM/bar½) K=8.0 GPM/psi' (115,2 LPM/bar") 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. UPRIGHT PENDENT STYLE 10 or 20 .- 2-7/8 (73,0 mm) DlA. -.-- RECESSED ESCUTCHEON RECESSED PENDENT CROSS SECTION / 1/2" NPT** WRENCH FLATS 2-7/8' (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION TFPI7I Page 3 of 10 * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector * ALL FINISHES EXCEPT POLY-STAINLESS WRENCH 1/2 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. j JN(OMINAL 7/16, 11mm) 2-3/16' MAKE-IN (55,6 mm) 2-3/16' 2 ____ (55,6 mm) STYLE 10 RECESSED UPRIGHT PENDENT ESCUTCHEON POLY-STAINLESS FINISH ONLY FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6K-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 N.m). 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. /, 2~ 2-7/8 (73,0 mm) DIA. RECESSED PENDENT "till 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 1/2" 1 (12,7mm) 2-5/16 NOMINAL (572 mm , / (58,7 mm) MAKE-IN 2-1/4 1-9/16 (39,7 mm) Nod — 11 3/4' NPT t WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION ALL FINISHES EXCEPT POLY-STAINLESS 2-7/8" (73,0 mm) DIA. 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 2-5/16 i MAKE-IN 58,7 mm) 21 1-9/16 $ (57,2mm) 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 SEATING SURFACE /j nm) 1 - Frame 5 - Compression 2 - Button Screw i 3 - Sealing 6 - Deflector * Assembly 4 - Bulb * Temperature rating is indicated on Deflector. 5 ** Pipe thread connections per ISO 7-1 can be 6 * provided on special request. 7/16" (11,1 mm) I NOMINAL MAKE-IN it 2 3/16" (55,6 mm) I / 1/2" NPT** WRENCH FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-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) / 1/4" (6,4 mm) FACE OF 2-1/4 DIA. (57,2 mm) OUNTING PLATE SPRINKLER M FITTING 1/8" (3,2 mm) MOUNTING \4L/ 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) / FACE OF - (57,2 mm) ..1 MOUNTING I SPRINKLER PLATE FITTING 1/8" (3,2 mm) 7 MOUNTING SURFACE SERIES 1-1/4(31,8 mm)1 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, 1/2 IN. NPT 2-7/8" DIA. - (73,0 mm) I 1/2±1/8" 1/2" (12,7 mm) 12,7±3,2 mm) 2-1/4" DIA. I 1/4" (6,4 mm) / FACE OF I (57,2 mm) MOUNTING SPRINKLER PLATE I FITTING / 1/8" (3,2 mm) \ SURFACE (33,3 mm),t MOUNTING 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" 1/2" (12,7 mm) 12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I / FACE OF MOUNTING SPRINKLER PLATE FITTING / (57,2rnm) 1/8" (3,2 mm) 2W t \ t MOUNTING SURFACE SERIES l-l/4"(31,8mmj CLOSURE TY-FRB 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 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING T__\_ - MOUNTING SURFACE CLOSURE SERIES 2-7/8" DIA. _ (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) MOUNTING - PLATE ; 1/8" (3,2 mm) 1-1/4" (31,8 mm) 1" (25,4 mm) 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) / FACE OF - (572 mm MOUNTING SPRINKLER PLATE FITTING 1/8" / (3,2 mm) III MONTING -- SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 3/4" (19,1 mm) TFPI7I Page 6 of 10 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. 5/8±1/4" (73,0 mm) -I 3/4" (19,1 mm) (15,9±6,4 mm) - 2-1/4" DIA. 1/4" (6,4 mm) / FACE OF (57,2 mm) MOUNTING SPRINKLER 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 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 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" t \ _ mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm)1 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- Type Type Temperature Bulb Liquid Color Natural Brass Chrome Plated Polyester5 2.8 1/2 in. NPT Pendent (TY1231) and Upright (TY1131) 135°F (57°C) Orange 1, 2, 3, 4 Blue 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Recessed Pendent (TY1231)° Figure 6 135°F (57°C) Orange 1,2, 4 Green 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) 4.2 1/2 in. NPT Pendent (TY2231) and Upright (TY2131) 135°F (57°C) Orange 1,2 Green 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286-F (141-C) Blue Recessed (TY2231)a Figure 8 135°F (57°C) Orange Pendent 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) 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 TFPI71 Page 8 of 10 Sprinkler Finish8 K- Factor T Type Temperature Bulb Liquid Color Natural Brass Chrome Plated polyesterc PolyStainIessc Lead Coated 135°F (57°C) Orange Pendent (TY3231) and 1,2,34,5,6,7 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 1/5n NPT Recessed Pendent (TY3231)a 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 /4 in 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, 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 (1Y4931) and 1,2,4,5, 6 N/A 1, 2, 5 155°F (68°C) Red 175°F (79°C) Yellow NPT Upright (TY4831) Blue 200°F (93°C) Green 286°F (141°C) 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. 094s/06) as Quick Response Sprinklers. Where Polyester Coaled 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 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. Not applicable (N/A). 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 TABLE C MAXIMUM WORKING PRESSURE 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. L 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 S IN SPRINKLER I 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) 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) 1Y2131 341 4.2K PENDENT (1/2 in. NPT) TY2231 370 5.6K UPRIGHT (1/2 in. NPT) TY3131 371 5.6K PENDENT (1/2 in. NPT) TY3231 390 8.0K UPRIGHT (3/4 in. NPT) TY4131 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 NOTES Available only on 1Y3131, TY3231, 1Y4131, and TY4231 Eastern Hemisphere sales only. Available in only 28K. 4.2K, and 8.0K, 155°F (68°C) and 200°F (93°C); 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 19446 Telephone +1-215-362-0700 re V 2018 Johnson Controls. All rights reserved. All specifications and other information shown were current on of document revision date and are subject ,o change without notice. Johnson 400 NatioNal FIRE PROTECTION ASSOCIATION and NFPAnracountered trodumorks vi Notional Fee PwleoEon Assocratron: Controls TEFLON Ins ,09isienod iradr,earr, of DuPont 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 65.60 300 20.7 500 34.5 600 41.4 2000 93.30 265 18.3 455 31.4 550 37.9 250° 121.10 225 15.5 405 27.9 505 34.8 300° 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 25.5 450° 232.2° 75 5.2 225 15.5 325 22.4 5000 260.00 - - 180 12.4 280 19.3 5500 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. Malleable Iron Threaded Fittings Pressure - Temperature Ratings Temperature Pressure Class 150 Class 300 __________ Sizes 1/4 1 (6-25 mm) Sizes 11A"2" (32-51 mm) Sizes 21/2"_3" (64-76 mm) (°F) (°C) psi bar psi bar psi bar psi bar -200 -28.9° to to 300 20.7 1500 65.60 2,000 137.9 1,500 103.4 1,000 68.9 2000 93.3 265 18.3 1,785 123.1 1,350 93.1 910 62.7 250° 121.1 225 15.5 1,575 108.6 1,200 82.7 825 56.9 3000 148.9 185 12.8 1,360 93.8 1,050 72.4 735 50.7 3500 176.7 150 10.3 1,150 79.3 900 62.1 650 44.8 400° 204.4 - - 935 64.5 750 51.7 560 38.6 4500 232.2 - - 725 50.0 ' 600 41.4 475 32.8 5000 260.0 - - 510 35.2 450 31.0 385 26.5 5500 287.8 - - 300 20.7 1 300 20.7 300 20.7 0 CO 0 Anvil Class 150/300 Malleable Iron Fittings conform to ASME j 816.3 and Unions conform to ASME 816.39. j ALL ELBOWS & TEES %° (10 ON) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) www.anvilint1.comw MIM =1 =a SI a I VA I Ar P=l i psm, 6 51 Wa ZA 41 T ull Moose Tube® is a customer focused, L3 growth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. c®us LISTED www.BullMooseTube.com sales@bullmoosetube.com 800325.4467 <9> APPROVED no A NFPA BULL. MOOSE TUBE COMPANY Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. r c®us LISTED APPROVED ft;] ONFSA 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 lube® sprinkler pipe is F8TM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UI. lkted sprinkler pipe. Eddythread 40®: Liqht threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Liqhtwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. All information-contained herein is accurate as known at the time of publication. Bull Moose Tubes reserves the right to change product specifications without notice and without incurring obligation. c®us LISTED <> APPROVED I;] A0M!!.4 NFPA SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. y WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 - 1.315 1.097 15.27 1.41lbs/ft 1.820 - 91 r 660_]E 9 ftJETh18Jj 1-1/2 - 1.900 1.682 7.76 2.09 lbs/ft 3.053 - 61 2[2 315 627 264ths/ft 4223 37 2-1/2 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 3 ![_3 500 3260 Th34 lbs/ft - 7.957 4 4.500 4.260 2.50 5.62 1bs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 11.315 1.049 100 1.68 lbs/ft 2.055 70 L 1 iL4 E 6o__[-I:1 f5oJE7nVftE[298 1-1/2 1.900 - 1.610 1.00 2.72 lbs/ft 3.602 44 7-2 E6TLTft _30 21/2* - 2.875 2.468 1.00 5.80 lbs/ft 7.875 30 ETITI Eli ET Ei ö___ EJiff1 L :D Q_- - 4* 4.500 - 4026 1.00 1080 Ib/ft - 16316 19 *Only available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com (_ Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com -- 1819 Clarkson Road Chesterfield, MO 4Gerald, MO Kent WA Casa GrandeAZ Dallas, TX Masury, OH BULNIOOSE1IJE cONIPANY 63017 BuH Moose Tube's® Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's® Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. STYLE 922 The Style 922 Outlet-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 1'% 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 300psi/2068kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes. Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade 'E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com vICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_C \4taulicr 10.521 DIMENSIONS IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-I STYLE 922 Dimensions - Inches/millimeters 1 1.30 1.83 1.10 3.87 2.56 1,0 1½ ½ 32 15 30.2 33.0 46.5 27,9 98.3 65.0 0.45 5 1 3A6 1.28 1.83 t 1.10 3.87 2.56 1.1 1/4 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 1 516 1.52 1 2.18 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 65.0 0.54 1½ x 40 ½ 15 1 646 30.2 1.42 1.95 1 361 49.5 1.22 31.0 4.08 103.6 2.56 650 1.2 0,54 3/4 20 1 646 30.2 1.40 35.6 1.95 49.5 1.22 31.0 4.08 103.6 2.56 65.0 1.2 0.54 1 25 4.08 103.6 2.56 1 65.0 1.3 0.59 15¼ 1.64 2.30 30.2 41.7 58.4 1.22 31.0 2 ½ 15¼ 1.66 2.19 1,46 4.60 2.56 1.3 50 15 ~ 30.2 1 /6 42.2 5S.6 1.64 1 2.19 37.1 116.8 65.0 2.56 0.59 1,4 1.46 20 30.2 41.7 i 55.6 37.1 115.8 65.0 0,64 1 25 1 30.2 1.88 2.54 478 64.5 1.46 371 1.71 4.60 116.8 5.40 2.56 65.0 2.56 1 1.5 0.08 1.6 2½ x 112 13A6 1.91 2.44 65 15 30.2 L..485 62.0 43.4 1.71 137.2 65.0 5.40 2.56 0.73 1.6 3/4 20 1 /6 30.2 48.0 1.89 2.44 1 62.0 43.4 137.2 i 65.0 0.73 1 25 1/16 30.2 ...L 1 30.2 6/rn Y4 1 , 2.13 2.79 54.1 70.9 1.91 2.44 48.5 62.0 1.89 2.44 1.71 43.4 1.71 43.4 1.71 5.40 137.2 5.50 139.7 5.50 2.56 65.0 2.56 65.0 2.56 1.6 0.73 1.6 0.73 1.6 1A 76.1 mm X 15 20 _ 30.2 48.0 . 62.0 43.4 _ 139.7 65.0 0.73 1.7 1 1916 2.13 2.79 1.71 5.50 2.56 25 30.2 541 70.9 43.4 139.7 65.0 0.80 I' Victaulic female threaded products are designed to accommodate standard NFT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.52,,2 \4tauIic REVG IPS CARBON STEEL PIPE HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 PERFORMANCE Hazen-Williams coefficient of friction is 120 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X, A. -C _t:au I i C~ REV_G 10.52,3 STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 12/2009 AtauIiC VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY, © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. 10.52 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER 1 thru 4 inch pipe LISTED FOR STEEL/CPVC 112&3/4 inch pipe 5 thru 8 Inch pipe SIZE - ROD- 3/8' or 1/2' SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - ' ® LISTED" 203-EX 2551 1"- 8" c$.. Approval guide - 1"- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-I-I-171E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. 11/09 NFPA 13 PIPE ROD I WT. 5 WT..250 UL TEST LOAD 1 3/8 3075 403.75 750 11/4 3/8 43.95 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 1 634.75 750 21/2 3/6 118.35 841.75 850 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 1/2 711.00 1 3805.00 4050 551 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER Restraint SIZE - One size fits 3/4 thru 2 inch AFCON#300 Ring Hanger. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - Yi. 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 otherAFCONproducts including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCONwitt NOT warrant against the failure of its products when used in combination with other products, parts arsystenis not manufactured or sold by AFCON. A FCON stratI NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 1/08 ?owers Power-Stud+M SD2 PRODUCT INFORMATION FASTENERS Power_Stud+ SD2 Wedge Expansion Anchor PRODUCT DESCRIPTION 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 FEATURES AND BENEFITS + 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 SECTION CONTENTS Page No. General Information....................1 Material Specifications................1 Installation Specifications...........2 Installation Instructions...............3 Performance Data........................4 Ordering Information ..................8 Power-5tud+ 5D2 Assembly THREAD VERSION UNC threaded stud ANCHOR MATERIALS APPROVALS iAN D i 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 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. 3O33795,3," and 1/2' diameters ripe nanger components tar automauc sprinkler SYSLtF!IS Normal-weight concrete Underwriters Laboratories (UL Listed) - File No. EX1289 - See listing. Structural sand-lightweight concrete Concrete over steel deck GUIDE SPECIFICATIONS Grout-filled concrete masonry (CIVIL) CSI Divisions: 03151-Concrete Anchoring, Masonry Anchorage and 05090-Metal Fastenings. ICC N Expansion anchors shall be Power-Stud+ SD2 as supplied by Powers Fasteners, Inc., Brewster Y. Anchors shall be installed in accordance with published instructions and the Authority , Having Jurisdiction. MATERIAL SPECIFICATIONS 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 B18.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor boc nut and washer) Zinc plating according to ASTM 8 633, SC1 ,Type Ill (FefZri 5) Minimum plating requirment for Mild Service Condition www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ANCHOR SIZE RANGE (TYP.) 3/8° diameter through 3/40 diameter SUITABLE BASE MATERIALS ?owers FASTENERS PRODUCT INFORMATION Power-5tud+ 5D2 tmmi tL)I 1.1. 1) Minimum diameter of hole dh in. 7116 9/16 11/16 13116 clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbjt 3/8 1/2 5/8 3/4 in. ANSI ANSI ANSI ANSI Minimum nominal embedment hnom in. 2 3/8 2 1/2 3 3/4 3 7/8 4 7/8 4 1(2 5 3/4 depth (mm) (60) 1 (64) (95) (98) (124) 1 (114) (146) Effective embedment he! 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) (70) (102) (108) 1 (133) (121) (152) Minimum concrete member hmin in. 4 4 1121 6 5 3/415 3/4 5 3/4 6 1/2 I 8 7 10 thicknessi (mm) (102) (114) 1(152) (146) 1(146) (146) (165) 03) (178) (254) Minimum overall anchor length 'anch in. 3 3 3/4 4 112 4 3/4 6 6 1/4 7 (mm) (76.2) (95) (114) (121) (152) (159) (178) Minimum edge distance1 Cmin in. 2 112 4 2 3/4 4 2 3/4 4 1/4 4 1/4 5 4 1/2 (mm) (63.5) (102) (70) (102) (70) (108) (108) (127) 1 (114) Minimum spacing distance1 5m1n in. 3 1/2 6 6 4 6 1 4 1/4 4 1/4 6 6 (mm) (88.9) (152) (152) (102) (152) (108) (108) (152) (152) Critical edge distance1 Cac in. 6 1/2 . 10 8 15 10 12 12 (mm) (165.1) (203) (254) (203) (400) (254) (305) (305) Installation torque Ty t ft-lb. 20 40 60 110 (N-m) (27) (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 at 3hg or 1.5 times the flute width. Power-Stud+ SD2 Anchor Detail Head Marking N Legend - "It 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 G H I From 1-1/2" 2" 2-1/2" 3" 3-112" 6 Up to but 4" 4-1(2" 5" 5-1/2" not 2' 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" including Mark K L M N 0 P M N U P From 6-1/2" 7" 7-1(2" 8" 8-1/2" 9" 7-1(2" 8" 8-1/2" 9" Uptobut not 7" - 7-1(2" - 8" 8-1/2" 9" 9-1/2" - 8" - 8-1(2" 9" 9-1/2" including Length identification mark indicates overall length of anchor. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: 905) 673-7295 or (514) 631-4216 www.powers.com 2 ?owers Power-Stud+ 5D2 PRODUCT INFORMATION FASTENERS iiINSTALL ATIONI I Ill IuL1[a] I 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, Tinst 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. hno,r1 Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' 15RU000JIL SPAIDAZIPWO41,1t WMI 'TI 44 4QTCMJ.4&IC}(I O)1CtTF 0.T45LULc'5 SMIMIMUM &JITO ' F MAXr / ['J ' .: •. ..- . : MIN. - 4eo4orewF ...A,4 MU4IIT LOWDI. FILM 00011, MO. 50 04G0 MTOEL 0IC MMII. 11.5Th LIJOL 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)] 10 Or. Mm. 4 / Miss. No. 20 Gage Steal 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 maybe increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail B profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/4-inch a minimum hole clearance 3/4-inch is satisfied. B 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 Power-Studi SD2 PERFORMANCE DATA Tension Desian Information (For use with load combinations taken from ACt 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 318" 1/2" 5/8" 3/4" Anchor category 1, 2 or3 - 1 1 1 1 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (nec ksi (N/mm2) 96.0 (662) 85.0 (586) 70.0k) 85.0 (586) (483) Minimum specified ultimate strength (neck) i,tO ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effectivetensile stress area (neck) A in2 (mm) 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) 10445 (4.0) 13,080 (58.2) 21,230 (94.4) Reduction factor for steel strength3 - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment h ef in. (mm) 2.00 (51) 2,00 (51) 3.25 (83) 3.25 I (83) 1 4.25 (108) 3.75 I (95) 5.00 (127) Effectiveness factor for uncracked concrete k,..0. 24 24 24 24 Effectiveness factor for cracked concrete k0. - 17 17 17 17 Modification factor for cracked and uncracked concrete5 - See note 5 See note S See note 5 1 See note 5 Critical edge distance c in. (mm) (203) 8 10 (203)_(254) (203) 8 J_153i4 (400) 12 (305) I 12 j (305) Reduction factor for concrete breakout strength' . 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 pullout strength, uncracked concrete (2,500 psi)6 N P,"°' lb (kN) 2,775 (12.3) ICharacteristic See note 7 See note 7 6,615 i (29.4) See note 1 See note 7 I See note 7 I Characteristic pullout strength, cracked concrete (2,500 p5i)6 N P.C' lb ( kN) 2 165 - ('9.6) See note 7 4,375 L.IL See note 7 4,980 (22.4) See note 7 7,795 Reduction factor for pullout strength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic69 lb (kN) 2165 (.6) ISeenot7I 4.3 75 (19.5) See note 7 I I 4,980 (22.4) See note 7 7,795 (5.1) Reduction factor for pullout strength3 0 - 0.65 (Condition 8) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, cradntdconcrete over steel dedc according to Installation Detail At° N. 0n° ' 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, untracked concrete over steel dedcaccrdirtqto Installation Detail Bt° NPd, '°' lb (kN) 1,445 (.4) 1,465 (6.5) 2,600 (11.6) 3,305 (14.7) 3,490 (15.5) 3,470 (15.4) Characteristic pullout strength, unciaclntdcortaete oversteeldeck,acngtolnallalionDetailBt° ' °' Nci lb (kN) 1 600 (.6) 2,025 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Chaactetistic pullout strmigtl cracked concrete over steel dedc according to Installation Detail Bts N . °' lb (kN) 1250 (.6) 1,435 (6.4) Not Applicable Not I Applicable Not Applicable Not Applicable Reduction factor for pullout strength' - 0.65 (Condition B) The data in this table is intended to be used with the design producers of ACI 318Appeerdix 019r anthem resisting seismic load rmritrinatiorrs the additional requirements ofACJ 318 03.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix care used, the appropriate value of 0 roust be deternrirred In accordance with ACI 318 0.4.5. For reinforcement that meets Act 318 Appendix I) requirements for Condition A, see Act 318 D.4.4 for the appropriate 0 factor. The Power-Stud+ 502 is considered a ductile steel element in tendon as defined bYAG 318 D. t. Repeated values for steel strength in tendon are based as test results per/sd 355.2 and shed be used for design. S. For all design cases use rP,N = 1,0. Select appropriate effectiveness factor for cracked concrete ()c,) or uncracked concrete (k,5t, For all design cases use p 1.0. for concrete compressive strength greater than 2,500 psi, N, = (pullout strength value from table)"(spedfled concrete compressive strerrgthl2500)1. For concrete over steel deck the value of 2500 (mint be replaced with the value of 3000. For all anchors n = 1/2 with the exppikn of the 3/8 ant/se size for cracked concrete where n = 113. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment Anchors are permitted to be used in structural said-lightweight concrete prodded that Nb, Neq and Npu are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. tO. Values for N && are for structural sand-lighswelç/ir concrete (f( = 3,000 psi) and additional i/rtestight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with AG 318 0.5.2 is not required for anchors installed in the flute (soffit). g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 wWw.powers.com 4 ?owers Power-Stud+" SD2 PRODUCT INFORMATION FASTENERS PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)19 Design Characteristic Notation Units Nominal Anchor Size 318" 1/2" r 5/8" 3/4" Anchor category 1, 2 or 3 - 1 1 1 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength (threads) f ksi (N/mm2) 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) i ksi (N/mm2) 96.0 (662) 84.8 (585) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) in2 (mm2) 0.0775 (50.0) 0,1419 (65.7) - 0.2260 (104.9) 0.3345 (215.8) Steel strength in shears V IN) (kN)l 2,190 (9.7) 4,640 - (20.6) 9800 (44.1) 10175 - (4.3) Reduction factor for steel strength3 0 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing length of anchor (hef or 8d0, whicnever is less) 4 in. (mm) 2.00 (51) 2,00 I (51) 3.25 (83) 3.25 I (83) 4.25 (108) I 3.75 (95) I 5.00 j (127) Reduction factor for concrete breakout strength3 r 0.70 (Condition B) PRVOUI STRENGTH IN SHEAR6 Coefficient for pryout strength (11,0 for hef<2.5 in., 2.0 for hef~ 2.5 in.) - 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Effective embedment hg in, (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 I (108) 3.75 (95) 5.00 (127) Reduction factor for pryout strength3 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 (V V (kN)lb 18.55 (k9 7) 4,640 (20.6) I 6,530 (29.0) 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 A8 lb (kN) 2,170 (.7) 3815 (17.0) I 5,040 (22,4) I 4015 (17.9) I 6,670 (29.7) 4325 (19.2) Steel strength in shear, concrete over steel deck,lb according to Installation Detail B3 7cdL--,-k (kN) 2,170 (9.7) 2 880 (12.8) Not Applicable Not Applicable I Not I Applicable Not j Applicable Reduction factor for steel strength in shear for concrete over steel deck3 - 0.60 0.65 The data in this table is intended to be used with the design proisions of ACI 318 Appendix D; for anchors resisting seismic Load combinations the additional requirements of AC 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 Section 0.4.5. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, see ACI 318 D.4.4 for the appropriate 0 factor. The Power-Stud+ SD2 is considered a ductile steel element as defined by ACI 318 D.1 with the exception of the 3/8" anchor size in shear. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and shall be used for design. These reported values may be lower than calculated results using equation D-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 11b 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 dd are for structual sand-lightweight concrete (I ,= 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with AC] 318 063 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. 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 Power-Stud+M SD2 DesignFactored l.Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, h = h j,j, and with the following conditions: ' - Cal is greater than or equal to the critical edge distance, C (table values based on Cal = Cx), - ca2 is greater than or equal to 1.5 Cal i..- Cal Calculations were performed according to ACI 318-05ppendix 0. The load level corresponding tothe controlling r ' Ca! ,-' ha, failure mode is listed (Eg. For tension- steel, concrete breakout and pullout For shear steel, concrete breakout and pryout). Fteihermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated . using the effective embedment vahjes, /, for the selected anchors as noted in the design information tables Please also reference the installation specifications for more information. strength reduction factors () were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed, Tabular values are permitted for static loads only, seismic loading is not considered with these tables. 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 0. Tension and Shear Design Strength for Power-Stud+ 5D2 in Cracked Concrete 6) Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, Pc (psi) 2,500 3,000 4,000 6,000 8,000 Size hp.om ON, 4,V ON" ON, S1V ØN0 V0 N,, bV0 cm.) (iii,) Tension (lbs.) shear (lbs.) Tension (lbs.) shear (lbs.) Tension (lbs.) shear (lbs.) Tension (lbs.) Shear Tension (lbs.) (lbs.) Shear (lbs.) 318 2-3/8 1,405 1,495 1,645 1,885 2,075 21/2 1,565 1,685 1,710 1845 1 975 2130 2,420 2,605 2,795 3,010 1/2 2,845 3,115 I 3,595 4,405 I 5,085 37/8 3,235 3575 3545 3,920 4,095 4525 5,015 5540 5790 5/8 ------------- 6 180 5985 5015 6,215 -. i 5790 7,175 47/8 3,235 4885 4,730 ----'------ 3,545 4,395 ---- 5,355 _ 4,095 41/2 5,185 5,075 ___________ 5-3/4 L5,0065 ,........- 5,550 6,410 7,850 9,065 Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Steel Strength Controls r777= Concrete Breakout Strength Controls I I Anchor PulloutlPryout Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, ci, for the controlling load combination. See ICC-ES ESR-2502. g Powers USA (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 6 ?owers Power-Stud+' 5D2 PRODUCT INFORMATION FASTENERS Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete'.2 0 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Size (in.) h (in.) Tension (lbs.) -ft Tension (lbs.) (lbs.) aft"bk= Shear (lbs.) Tension (lbs.) SD (lbs.) -4T0 (lbs.) a"OShear Vriso (lbs.) so Tension (lbs.) so 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 5,605 4,725 6,475 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) hnom (in) 7 450 Tension (lbs.) Shear (lbs.) Tension (lbs.) VveASD Shear (lbs.) Tension (lbs.) V Shear (lbs.) Tension (lbs.) Vaqo,m,,AsD Shear (lbs.) T I JASD Tension (lbs.) VJ,.Jq 1,J,ASD Shear (lbs.) 3/8 2-3/8 1,290 940 1,410 940 1,630 940 1,995 940 2,305 940 2-1/2 1,575 1,695 1,725 1,860 1,990 2,145 1,995 2,155 2,815 2,155 1/2 3-3/4 3,070 2,115 3,365 2,155 3,885 2,155 4,775 2,155 5,490 2,155 3-7/8 3,265 3,575 3,575 3,915 4,130 4,525 5,005 4,550 5,840 4,550 4-7/8 4,880 4,550 5,345 5/8 4,550 6,175 4,550 7,560 4,550 8,730 --__ 4,550 3/4 4-1/2 4,045 4,725 4,430 4,725 5,115 4,725 6,265 4,725 7,235 4,725 5-3/4 6,230 4,725 6,825 4,725 7,880 4,725 [ 9,650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factor, o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.20 + 1.6L Calculated weighted average for the conversion factor, o: 1.2(0.5)+ 1.6(0.5)= 1.4. Ultimate and Allowable Load capacities for Power-Stud+ SD2 in Grout Filled Concrete Masonry -2,3 Minimum °'Y Coniessn,e Strengtf fm=l.500 psi (10A MP'a) Nominal Anchor Minimum Embedment - Ulimate Load Installation Allowable owa Load Ufimate Load Allowable Load Size Depth Location3 Tension lbs. Tension Shear lbs. Shear (mm) (mm) (kN) lbs. (kN) (kN) lbs. (kN) 3/8 2-1/2 Wall Face Mm. 2-1/2 " Edge 1,670 335 2,075 415 (9.5) (50.8) and End Distances (7.4) (1.5) (9.2) (1.8) 2-1/2 Wall Face Mm. 3' Edge and 2,295 460 1,310 260 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) 112 (12.7) Top of Wall 3-3/4 Mm. 1-3/4" Edge 3,320 665 1,140 230 (95) and 4" Edge (14.8) (3.0) (5,1) (1.0) Distances I t Minimum End , Mflfl1UI'fl tdee Oiance frypi [ Oluance iTypl - Grout Filled CMU Cp) CeC Web (Tepl Pace 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 AS'TM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell. g 7 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Power-Stud+' SD2 ORDERING INFORMATION Power-Stud+ 5D2 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat. No. A . Anchor Size Thread Length Box Qty. Carton Qty. Wt./100 (Ibs) 7413502 3/8" x 3" 1-3/4" 50 —_300 - 10 7414502 3/8" x 3-1/2" 2-1/4" 50 300 12 7415S02 7416502 3/8" x 3-3/4" 3/8" x 5" 2-1/2" 3-3/4" 50 50 300 300 13 16 7422S02 1/2" x 3-3/4" 2-1/8" 50 200 23 7423502 1/2' x 4-112' 2-7/8" 50 200 28 7424502 1/2" x 5-1/2" 3-7/8" 50 150 32 74265D2 1/2" x 7" 5-3/8" 25 100 44 7427502 1/2" x 8-1/2" 6-7/8" 25 100 46 7435S02 5/8" x4-3/4" 2-7/8" 25 100 52 7433SD2 5/8" x 5" 3-1/8" 25 100 57 743402 518"x6" 4-1/8" 25 75 64 7436S02 5/8' x 7" 5-1/8" 25 75 72 74385D2 5/8" x8-1/2" - 6-5/8" 25 75 84 7442502 3/4" x 5-1/2" 3-1/4" 20 60 88 74445D2 3/4" x 6-1/4" 4" 20 60 90 7446502 3/4" x 7" 4-3/4" 20 60 95 7448502 314"x8-1/2" 6-1/4" 10 40 95 The published size indudes the diameter and the overall length of the andior. All anchors are packaged with nuts and washers. Installation Accessories Cat. No. Description Box Qty. 08465 Adjustable torque wrench with 1 1/2" square drive (10 to 150 ft-lbs.) 08280 Hand pump / dust blower 1 g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 8 FPC20I3-0395 5760 FLEET ST #100 ISLANDS -ADD84SPRIFKLER HEADS FOR NEWT! 2111000200 12/5/2018 FPC20I 8-0395