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HomeMy WebLinkAbout2200 FARADAY AVE; 200; FPC2019-0209; Permitl i:114f1i I.]4l (äty of Carlsbad Print Date: 04/20/2022 Job Address: 2200 FARADAY AVE. # 200, CARLSBAD, CA 92008-7233 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2121206000 Track #: Valuation: $1,256,700.20 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check #: Project Title: Description: CAL AMP -SPRINKLER TI (155 HEADS) Applicant: AMERICAN AUTOMATIC FIRE SUPPRESSION INC JAllMIN DEEKEN 9925 PROSPECT AVE, # B SANTEE, CA 92071 (619) 562-3010 Permit No: FPC2019-0209 Status: Closed - Finaled Applied: 09/09/2019 Issued: 09/23/2019 Finaled Close Out: 11/21/2019 Inspector: Final Inspection: FPContractor: AMERICAN AUTOMATIC FIRE SUPPRESSION INC 9925 PROSPECT AVE, # STE B SANTEE, CA 92071 (619) 562-3010 FEE AMOUNT FIRE NFPA 13 or 13R System> 100 heads $408.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $654.00 Total Payments To Date: $654.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov To 19 -O2-o tqC170 Worldwide Contacts I www.tyco-fire.com Series TYB - 28, 56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description The TYCO Series TY-B 2.8, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described in herein are standard response, standard coverage, decora- tive 5 mm glass bulb-type spray sprin- klers. They are designed for use in light, ordinary, or extra-hazard commercial occupancies such as banks, hotels, shopping malls, factories, refineries, and chemical plants. The TY-B Recessed Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. It uses a two-piece Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/2 in. (12,7 mm) of recessed adjust- ment or up to 3/4 in. (19,1 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 to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, 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 8 it is recommended that the end-user be consulted about the suitability of these coatings for any given corrosive envi- ronment. The effects of ambient tem- perature, concentration of chemicals, and gas/chemical velocity, should be considered as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-B Pendent Sprinkler can be obtained by utilizing the Series TY-B Pendent Sprinkler in combination with the Model S2 Shield. NOTICE The Series TY-B 2.8, 5.6, and 8.0 K-fac- tor, Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (NFPA), in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condi- tion. Contract the installing contrac- tor or product manufacturer 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. Sprinkler Identification Numbers (SIN) TY1151 ... Upright 2.8K, 1/2 in. NPT TY1251 .. .Pendent 2.8K, 1/2 in. NPT TY3151 ... Upright 5.6K, 1/2 in. NPT TY3251 .. .Pendent 5.61K, 1/2 in. NPT 1Y4151 ... Upright 8.0K, 3/4 in. NPT 1Y4251 . . .Pendent 8.01K, 3/4 in. NPT TY4851 ... Upright 8.0K, 1/2 in. NPT TY4951 .. .Pendent 8.0K, 1/2 in. NPT JULY 2018 Technical Data Approvals UL and C-UL Listed FM, LPCB, VdS, and NYC Approved Refer to Table A for complete approval infor- mation, including corrosion-resistant status. Maximum Working Pressure Refer to Table B Discharge Coefficient K=2.8 GPM/psi½ (40,3 LPM/bar½) K=5.6 GPM/psi" (80,6 LPM/bar") K=8.0 GPM/psi/2 (115,2 LPM/bar") Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table C 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 Bushing (K=2.8) ....................Bronze TFPI5I 1/2 NPT* UPRIGHT TFPI5I Page 2 of 8 CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw I 7/16 , -i- (11,1 mm) 7 3 - Sealing 6 - Deflector* Assembly 7 - Bushing 4 - Bulb __________ _______ 2-1/4 NOMINAL (57,2 mm) MAKE-IN _______ * Temperature rating is 23/16 1-9/16 indicated on Deflector. I (55,6 mm) (39,7 mm) : ** Pipe thread connections per ISO 7-1 can be provided on special 1/2 NPT** WRENCH request. FLATS UPRIGHT FIGURE 1 SERIES TV-B UPRIGHT (TY1151) AND PENDENT (TY1251) SPRINKLERS 2.8 K-FACTOR, 1/2 IN. NPT, STANDARD RESPONSE PENDENT CROSS SECTION * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on ESCUTCHEON special request. PLATE SEATING SURFACE 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* 7/16 11,1 mm) OMINAL t 2-3/16 __1_J MAKE-IN (55,6 mm) 2-3/16 1-1/2' J (5516 mm) (38,1 mm) I I WRENCH STYLE 10 -.--- 2-7/8' (73,0 mm) DIA. FLATS RECESSED PENDENT ESCUTCHEON RECESSED PENDENT ALL FINISHES EXCEPT POLY-STAINLESS TJ CROSS SECTION WRENCH 1/2' ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression *Temperature FLATS NPT PLATE SEATING 2 - Button Assembly Screw rating indicated I 7/16' 11,1 mm) OMINAL 2-3/16' SURFACE 4 - Bulb 6 - Deflector* on Deflector. AAKE-IN (55,6 mm) 2-3/16' 1-1/2 (55,6 mm) (38,1 mm) I "I UPRIGHT PENDENT STYLE 10 RECESSED ESCUTCHEON 2-7/8 (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION POLY-STAINLESS FINISH ONLY FIGURE 2 SERIES TV-B UPRIGHT (TV3 151) AND PENDENT (TY3251) SPRINKLERS 5.6 K-FACTOR, 112 IN. NPT, STANDARD RESPONSE 1/2" (12,7 mm) _____ / NOMINAL _______ 2-5/16" MAKE-IN _____ (58,7 mm) 2-1/4" 1-9/16 (57,2 mm) (39,7 mm) PENDENT STYLE 4( RECESSEu ESCUTCHEON RECESSED PENDENT CROSS SECTION TFPI5I Page 3 of 8 * 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 N 1/2 (12,7 mm) NOMINAL _____ (58,7 mm) t 2-5/16 MAKE-IN I 2-1/4 1-9/16 I (57, (39,7mm) I 2mm) wo — ~ 3/4 NPT' WRENCH STYLE 40 -.----- 2-7/8" (73,0 mm) DIA. - FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT ALL FINISHES EXCEPT POLY-STAINLESS 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. UPRIGHT POLY-STAINLESS FINISH ONLY FIGURE 3 SERIES TV-B UPRIGHT (TV4151) AND PENDENT (TY4251) SPRINKLERS 8.0 K-FACTOR, 3/4 IN. NPT, STANDARD RESPONSE 111 CROSS SECTION CEILING PLATE SEATING SURFACE 2-1/4" (57,2 mm) 1-9/16" (39,7 mm) 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. CROSS SECTION 1\I 7/16" J7 (11,1 mm) NOMINAL MAKE-IN I 2-3/16" , (556 mm,,2/ 1/2" NPT** WRENCH FLATS UPRIGHT PENDENT FIGURE 4 SERIES TV-B UPRIGHT (TY4851) AND PENDENT (TV4951) SPRINKLERS 8.0 K-FACTOR, 112 IN. NPT, STANDARD RESPONSE TFPI5I Page 4 of 8 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) R FACE OF (57,2 mm1 MOUNTING SPRINKLE PLATE \/J H FITTING 1/8 (3,2 mm) MOUNTING SURFACE SERIES 1-1/4 (31,8 mm)1 CLOSURE TYB 3/4 (19,1 mm) FIGURE 5 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY 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) - 3/4" (19,1 mm) (15,9±6,4 mm) 21/4" DIA I 1/4" (6,4 mm) (57,2 mm) FACE OF I MOUNTING SPRINKLER L.. 7.) __ PLATE FITTING -(r (3,2 mm) MOUNTING/ I' SURFACE/ CLOSURE SERIES 1- 5/16 (333 mm) TV-B 13/16(20,6mm) FIGURE 6 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON - 8.0 K-FACTOR, 3/4 IN. NPT CH RECESS USED FOR PT MODELS) WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA WRENCH RECESS (END B USED FOR 3/4 NPT MODELS) FIGURE 7 FIGURE 8 W-TYPE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH SPRINKLER WRENCH 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 ((iNS 31603) per ASTM A479/479M or BS EN 1008 WN1.4404. 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-B 2.8, 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 or 40 Recessed Escutcheon, as applicable, for recessed pendent installations. Installation The TYCO Series TY-B 2.8, 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) to 3/32 in. (2,4 mm) for the 360°F (182°C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by apply- ing a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 Nm). Obtain a leak-tight 3/4 in. NPT sprinkler joint by applying a minimum to maximum TFPI5I Page 5 of 8 K Sprinkler Type Temperature Rating Bulb Liquid Color Sprinkler Finish8 Natural Brass I Chrome Plated I Polyesterc Poly-Stainless Lead Coated j Wax Coated Wax-Over- I Lead Coated 135°F (57°C) Orange 2.8 NPT Upright (TY115I) and Pendent (TY1251) 1, 2, 3 N/A N/Ad 155°F (68°C) Red ° 175F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Figure 1 Blue 360°F(182°C) Mauve 1,2 135°F (57°C) Orange Upright (TY3151) 1,2,3,5 1,2,3,5 155°F (68°C) Red 175°F (79°C) Yellow 5.6 and Pendent (TY3251) Figure 2 1, 2, 3, 4, 5, 6, 7 1,2 Green 1,2,3,5 200°F (93°C) 286°F (141°C) Blue ib, 2b, 3b, 5b ib, 2b, 3b, 5b 360°F (182°C) Mauve N/A 1/2 in. NPT 135°F (57°C) Orange 155°F(68°C) Red Recessed Pendent (TY3251)a 1, 2, 3, 4, 5 1,2 N/A 175°F(79°C) Yellow 200°F (93°C) Green Figure 5 286°F (141°C) Blue 1,2 135°F (57°C) Orange 8.0 Upright (1Y4151) and Pendent (TY4251) Figure 3 1, 2, 3, 4, 5, 6, 7 1,2 Green 1,2,5 1,2,3,5 1,2,5 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) 286°F (141°C) Blue ib, 2b, 3b, 5b ib, 2b, 5b 360°F (182°C) Mauve N/A 3/4 in. NPT 135°F (57°C) Orange 155°F(68°C) Red Recessed Pendent (TY4251)a 1, 2, 3, 4, 5 1,2 N/A 175°F(79°C) Yellow 200°F (93°C) Green Figure 6 286°F (141°C) Blue 11,2 135°F (57°C) Orange 8.0 112 in. NPT Upright (TY4851) and Pendent (TY4951) 155°F (68°C) Red 1,2,3,4,5,6 N/A N/A 175°F (79°C) Yellow 200°F (93°C) Green 1 286°F (141°C) Blue Figure 4 360°F(182°C) Mauve NOTES Listed by Underwriters Laboratories, Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada )C-UL). Approved by FM Global (FM Approvals). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03). 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/05) Where Polyester Coated, Lead Coated, Wax Coated, and Wax-over-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, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable 150°F (66°C) maximum ceiling temperature Frame and deflector only Not Applicable (N/A) TABLE A SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFPI5I Page 6 of 8 Sprinkler Finish K Type Natural Brass I hrorne Cp1lated I Polyester' Lead I I Wax I Wax-Over-Lead Coated Coated ( Coated 2.8 Upright (TY1151) 1/2 in. and 175 psi (12,1 bar) N/A3 NPT Pendent (TY1251) Upright (TY3151) and 5.6 Pendent (TY3251) 250 psi (17,2 bar)2 1/2 in. or NPT 175 psi (12,1 bar) Recessed Pendent (TY3251) Upright (TY4151) and 175 psi (12,1 bar) 8.0 Pendent (TY4251) 3/4 in. NPT I Recessed Pendent 175 psi (12,1 bar) N/A (TY4251) 8.0 Upright (TY4851) 1/2 in. and 175 psi (12,1 bar) NPT Pendent (TY4951) NOTES Frame and deflector only The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL), the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL), and the Approval by the City of New York. Not Applicable (N/A) TABLE B SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS MAXIMUM WORKING PRESSURE torque of 10 to 20 lb-ft (13,4 to 26,8 N.m). Higher levels of torque may distort the sprinkler inlet and cause 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. Series TV-B Upright and Pendent Sprinklers Installation The Series TY-B Upright and Pendent Sprinklers must be installed in accor- dance 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 7). For wax-coated sprinklers, use an 8 or 10 in. adjustable wrench. With reference to Figure 1 to 4, apply the W-Type 6 Recessed Sprinkler Wrench or an adjustable wrench, as applicable, to the sprinkler wrench flats. Wax Coated Sprinklers When installing wax-coated sprinklers with an adjustable wrench, take care to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environment: Open the jaws of the wrench suffi- ciently wide to pass over the wrench flats without damaging the wax coating. Before wrench tightening the sprin- kler, adjust the jaws of the wrench to contact only the sprinkler wrench flats. After wrench tightening the sprin- kler, loosen the wrench jaws before removing the wrench. After Installation After installation, complete the following: Inspect the sprinkler wrench flats and frame arms and retouch (repair) the wax coating whenever the coat- ing has been damaged and bare metal is exposed. Retouch the wax coating on the wrench flats by gently applying a heated 1/8 inch diameter steel rod to the damaged areas of wax, to smooth it back over areas where bare metal is exposed. Only retouching of the wax coating applied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point it can begin to melt the wax, and appropriate precautions need to be taken when handling the heated rod in order to prevent the installer from being burned. TFPI5I Page 7 of 8 Series TY-B Recessed Pendent Sprinklers The Series TV-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. After installing the Style 10 or 40 Mounting Plate, as applicable, 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 8). With reference to Figure 3 or 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 or 40 Closure over the Series TV-B Recessed Pendent Sprinkler and push the Closure over the Mount- ing Plate until its flange contacts the ceiling. Care and Maintenance The TYCO Series TY-B 2.8, 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 protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. 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. Absence of an escutcheon, which is used to cover a clearance, may delay the time to 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 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 sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to the Instal- lation Section. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. 530 2.8K UPRIGHT (1/2 in. NPT) TY1151 531 2.8K PENDENT (1/2 in. NPT) TY1251 570 5.61< UPRIGHT (1/2 in. NPT) TY3151 571 5.6K PENDENT (1/2 in, NPT) TY3251 590 8.01< UPRIGHT (3/4 in, NPT) TY4151 591 8.0K PENDENT (3/4 in. NPT) 1Y4251 560 8.0K UPRIGHT (1/2 in. NPT) 1Y4851 561 8.0K PENDENT (1/2 in. NPT) TY4951 1 I NATURAL BRASS I I 135 1 135°F (57°C) POLY-STAINLESS GREY 2 ALUMINUM (RAL9007)1 POLYESTER - PURE WHITE (RAL9010)2 POLYESTER - SIGNAL WHITE (RAL9003) POLYESTER - JET BLACK (RAL9005)3 POLYESTER 6 WAX COATED 286°F(141°C)MAX 7 LEAD COATED WAX-OVER-LEAD 8 286°F (141°C) MAX 9 1 CHROME PLATED 155 I 155°F (68°C) 175 1 175°F (79°C) 200 I 200°F (93°C) 286 I 286°F (141°C) 360 I 360°F (182°C) 000 I OPEN4 TFPI5I Page 8 of 8 P/N 57 - XXX - X - XXX I I I SPRINKLER SIN I FINISH TEMPERATURE RATING NOTES Only available on TY3151, 1Y3251, 1Y4151, and TY4251. Eastern Hemisphere sales only. Available in only 8.0K, 155°F (68°C) or 200°F (93°C); requires lead time to manufacture. Available only for 8.0 K-factor TY4151 and TY4251 for use in deluge systems ('OPEN" indicates sprinkler assembly without glass bulb, button, and sealing assembly). TABLE C SERIES TV-B 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 Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-B (specify SIN), (specify K-factor), (specify Upright or Pendent) Sprinkler with (specify) temperature rating, (specify) finish or coating, P/N (Refer to Table C) Recessed Escutcheon Specify: Style (10 or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 Wax Sticks (for retouching wrench- damaged wax coating) Specify: (specify color, below) Color- coded Wax Sticks for retouching (specify temperature rating) tempera- ture-rated Series TY-B Sprinklers, P/N (specify) Black for 135°F (57°C) ......P/N 56-065-1-135 Red for 155°F (68°C) .......P/N 56-065-1-155 Yellow for 175°F (79°C) .....P/N 56-065-1-175 Blue for 200°F (93°C) and 286°F (141°C) .........P/N 56-065-1- 286 Note: Each wax stick is suitable for retouching up to 25 sprinklers. The wax used for 286°F (141°C) sprinklers is the same as for 200°F (93°C) sprinklers. Therefore, the 286°F (1410C) sprinkler is limited to the same maximum ceiling temperature as the 200°F(930C) sprinkler which is 150°F (66°C). 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 as of document revision dale and are subject to change without notice. Johnson 1,1 NATIONAL FIRE pRoTEcTion AssociATion and NFPA are registered Irodev,arks 01 National Fire Protection Association: Controls TEFLON ice registered tradOrrotk of DuPont tqco Worldwide i Fire Protection Contacts www.tyco-fire.com Products Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (1Y313) 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 1FP357. 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 IL.)tLi 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 5.61K, 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 K5.6 GPM/psi1/2 (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 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 7/16 I (11,1 mm) NOMINAL ____ mm) MAKE-IN _____ _____ (502 NN 2' 1-3/8" 3 (50,8 mm) ______ (34,9 mm) WRENCH ' ' 1/2' NPT** DEFLECTOR* 2-7/8' (73,0 mm) DIA. FLATS CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-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. ^WRENCHRECESS (USE ONLY FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 2-7/8 DIA. (73,0 mm) 2-1/4" DIA. FACE OF (57,2 mm) SPRINKLER FITTING U (9,5±7,9 mm) 5/8(15,9mm) FLUSH 3/8±5/16" I MOUNTING /8" J SURFACE mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4" DIA. FITTING 5/16±1/4" 1/2" (12,7 mm) (7,9±6,4 mm) FLUSH j I MOUNTING 1/8" SURFACE \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 4 of 4 P/N*77_XXX_X_XXX I I I I TEMPERATURE I —7 SPRINKLER FINISH I RATINGS SIN 1 NATURAL BRASS I 370 I 5.6K UPRIGHT (1/2 NPT) 1Y313 3 PURE WHITE (RAL9010)°° POLYESTER 371 5.6K PENDENT (1/2 NPT) TY323 POLYESTER SIGNAL WHITE (RAL9003) * Use suffix "I" for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I - Eastern Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F (57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 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 LI Malleable Iron Threaded Pipe Unions Pressure - Temperature Ratings Temperature Pressure Class 150 Class 250 Class 300 (°F) (°C) psi bar psi bar psi bar 2O0 to 1500 28.90 to 300 20.7 65.60 500 34.5 60C 41.4 2000 93.30 265 18.3 455 31.4 550 37.9 2500 121.10 225 15.5 405 27.9 505 34.8 3000 148.90 185 12.8 360 24.8 460 31.7 3500 176.70 150 10.3 315 21.7 415 28.6 4000 204.40 110 7.6 270 18.6 370 25.5 4500 232.20 75 5.2 225 15.5 325 22.4 5000 260.00 - - 180 12.4 280 19.3 5500 287.80 - - 130 9.0 230 15.9 Note: Unions with Copper or Copper Allay 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 330 ___________ Sizes V,-1 Sizes (6-25 mm) 1/4-2' (32-5 nm) Sizes 2/x-3" (64-76 mm) (°F) (°C) psi bar psi bar psi bar psi bar -200 -28.90 to to 300 20.7 1500 65.60 2,000 137.9 1,500 103,4 1,000 68.9 2000 93.3 265 13.3 1,785 123.1 1350 93.1 910 62.7 250° 121.1 225 15.5 1,575 108.6 1 200 82.7 825 56.9 300° 148.9 185 12.8 1,360 93.8 1 050 72.d 735 50.7 350° 176.7 150 123 1,150 79.3 900 62.-, 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 1 450 31.0 1 385 26.5 550° 287.8 - - 300 20.7 300 20.7 1 300 20.7 Anvil Class 150/300 Malleable Iron Fittings ccnform to ASME B16.3 and Unions conform to ASME B1639. ALL ELBOWS & TEES %" '10 ON) and LARGER ARE 100% 3AS TESTED AT A MINIMUM OF 100 PSI. (69 bar) w.anvilintLcom 17J ! I U7L O. LU U I- p ca ER .1IYAI!JA Bull Moose Tube® is a customer focused, growth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. www.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 c®us LISTED <> APPROVED 4ONFSA NFPA BULL MOOSE TUBE COMPANY 2 i. Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. c®us LISTED <9> APPROVED 1] AR 0 NFM NFPW ADVANTAGES OF BULL MOOSE TUBE® EDDY PIPE® FAMILY All pipe products are UL Listed (for U.S. and Canada), and have been approved by Factory Mutual. Excellent production and coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are certified to ASTM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill rollings. More popular sizes available with coating or bare. Ultra Eddy®, Eddy Flow®, Eddylite®, and Eddythread 40® offer cost savings along with superior hydraulics without compromising service life Sprinkler pipe inventory stocked in Masury, Ohio; Gerald, Missouri; Casa Grande, Arizona; Kent, Washington; and Dallas, Texas. All Bull Moose (black) sprinkler pipe includes our exclusive EDDY GUARD Il® MIC preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. 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. r c@usLISTED <9> I APPROVED 4.ONFSA NFFW F.. SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE SIZE (IN) O.D. I.D. (IN) (IN) WATER FILLED CRR** WEIGHT/FT WEIGHT BUNDLE SIZE 1 L i3i _iL 07 1527 If 141 IbsIft ....JL 1_820 L .i - [_1114 IL 1.660 J[ 1442_IL_991_J(_181Ib7f-F1r 2518 ][ _61 j ii/1_90O[1_682 JET_776 E2.09Ibs/ft 61 1 2 1fl 2.37511 2.157 JL 6.27 __JL 2.64ibiff1E 4.223 II 37 1 r 2 2 635 iT- 4 921 [ 353 Ibs/ftfl L 893 30 I 3 [ 3.500 I[ 3.260 _[ 3.54 J 4.34 tft[ 7.957 ii 19 1 40o ][ T20 2-56--1 E_ _5 6_2_10ff--l 11.796 : SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1-1/4 fl 1 t315j[1 _1 11 1.68 lbs/ft 11 1.660 ] 1.380 J[— 1.00 ]I 2Tiit1L 2.055 2.918 I[ 1 51 =I/2 1[ 1.900 J 1.610 J 3O2 T 44 -J I 2 II_2375 _iir_2067 IF_00_fl_366161]L_5114 If 30 _I E2-1/21E _2.875 lE__2468 1.00 J_5.80 I7ff1 __7:875 - [ 3* ]L 3.500 iL 3.068 If 100 I[TiB?iiETIL 10.783 Il 19 II L 4.500 1 4.026 rLooJ [ÔthS/] E 16.316 *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.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com - 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande AZ Dallas TX Masury, OH BJLL MOOSE TUBE COVEANV 63017 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. 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. FireLock® Outlet-I ® ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS 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 114 through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, 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 www.victaulic.com vIcTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV G Date '\ /tauIic iO2 1 DIMENSIONS IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-T STYLE 922 Nominal Size inches/mm - Hole Diameter Dimensions - inches/millimeters Approx. Weight Each Run X Branch +0.0641.5 FPTt -0.00/-0.0 '' 1 1/4 ½ 11/16 1.30 1.83 1.10 3.87 2.56 1.0 X 32 15 30.2 33.0 46.5 27.9 98.3 65.0 0.45 '/4 1 3Ao 1.28 1.83 1.10 3.87 2.56 1.1 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 13A6 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 650 0.54 1 112 1/2 1 3A6 1.42 1.95 1.22 4,08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 3/4 1 3A6 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 1 3A6 1.64 2.30 1,22 4.08 2.56 1.3 25 30.2 41.7 58.4 31.0 103.6 1 65.0 0.59 - 2 ½ 1 3A6 1.66 2.19 1.46 4.60 2.56 1.3 x 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 3/4 1 3A6 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 65.0 0.64 1 1 3/16 1.88 2.54 1.46 4.60 2.56 1.5 25 30.2 47.8 64.5 37.1 1 116.8 65.0 0.68 21/2 ½ 1/6 1.91 2.44 1.71 5.40 2.56 1.6 x 65 15 30.2 48.5 62.0 43.4 137.2 1 65.0 0.73 '/4 1/l6 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 3/16 2.13 2.79 1.71 5.40 2.56 1.6 25 30.2 54.1 70.9 1 43.4 137.2 65.0 0.73 ½ 1 3A6 1,91 2.44 1.71 5.50 2.56 1.6 76.1 mm X 15 30.2 48.5 62.0 43.4 139.7 65.0 0.73 '/4 1 3/16 1.89 2.44 1.71 5.50 2.56 1.6 20 30.2 1 48.0 62.0 43,4 1 139.7 65.0 0.73 1 1 3A6 2.13 2.79 1.71 1 5.50 1 2.56 1.7 25 30.2 54.1 70.9 43.4 139.7 65.0 0.80 t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com viciuic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 113.52 2 \%tauIic REV G IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS iu.z,l PERFORMANCE Run Size -7777 x Outlet Size Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)*, FT Inches/mm Feet/meters - .1. 4. Hazen-Williams coefficient of friction is 120 FireLock® Outlet-I STYLE 922 www.victaulic.com \,41 taulic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RFV ( FireLock® Outlet-I STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com .JtauIic 10.52 3355 REV 0 UPDATED 12/2009 viclAuLic IS REGISTERED TRADEMARK OF vIcTAULIC COMPANY. © 2009 vIcTAuLIC COMPANY. ALL RIGHTS RESERVED. fl.52 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER I thru 4 inch pipe LISTED FOR STEELJCPVC 1/2 & 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 - Nu 203-EX 25511 "- 8" Ae> Approval guide - 1"- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F, FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. NFPA 13 PIPE ROD I WT. 5 WT.+250 UL TEST LOAD 1 3/8 30.75 403.75 750 1 1/4 3/8 43.85 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 1 634.75 750 21/2 3/8 118.35 841.75 850 3 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 1/2 349.45 1996.75 2000 6 1/2 1 476.35 1 2631.75 2650 8 1/2 1 711.00 3805.00 4050 6 6.0668 1 6.8180 8 7.5768 8.3290 11/09 551 I , 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 - c us 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. Specific AFCON products are exclusively designed to be compatible ONLY with ollterAFCONproducts including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction wilt apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of businets or profit, when non-AFCON products have been, or are used. 1/08 ?owers Power-Stud+'m SD2 PRODUCT INFORMATION FASTENERS Power-Stud+ 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. GENERAL APPLICATIONS AND USES I 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 induding 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. DO 289 - See listing. GUIDE SPECIFICATIONS SECTION CONTENTS Page No. General Information....................1 Material Specifications ................ 1 Installation Specifications...........2 Installation Instructions...............3 PerformanceData........................4 Ordering Information Powe,'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.) 3l8 diameter through 3/4w 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, NY. Anchors shall be installed in accordance with published instructions and the Authority . Having Jurisdiction. Anchor component Specification Anchor body Medium carbon steel Hex nut Carbon steel, ASTM A 563, Grade A Washer Carbon steel, ASTM F 844; meets dimensional requirements of ANSI 818.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor body, nut and washer) Zinc plating according to ASTM 8 633, SC1,Type Ill (Fe/Zn 5) Minimum plating requirment for Mild Service Condition www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers. FASTENERS PRODUCT INFORMATION Power-Stud+ 5D2 Installation Table for Power-Stud+ 5D21 Nominal Anchor Size Anchor Property/Setting Notation Units Information 3I8u sir 3/4" Anchor diameter d0 in. 0.375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9/16 11116 13/16 clearance in fixture ________ (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbjf 3/8 1/2 5/8 3/4 i n. ANSI ANSI ANSI ANSI Minimum nominal embedment hnom in. 2 3/8 2 1/2 3 3/4 3 7/8 4 7/8 4 1/2 5 3/4 depth (mm) (60) (64) (95) (98) (124) (114) (146) Effective embedment hef in. 2 2 3 1/4 3 1/4 4 1/4 3 3/4 5 (mm) Jjj (51) (83) (83) (108) (95) (127) Minimum hole depth h0 in. 2 5/8 2314 4 4 1/4 5 1/4 4 3/4 6 (mm) (67) (70) (102) (108) (133) (121) (152) Minimum concrete member hmjn in. 4 4 1/2 1 6 5 3/415 3/4 5 3/4 6 1/2 I 8 7 10 thicknessl (mm) (102) (114)[(152) (146)1 (146) (146) (165) 1(203) (178) (254) Minimum overall anchor length 'anth in. 3 3 3/4 4 1/2 4 3/4 6 6 1/4 7 (mm) (76.2) (95) (114) (121) (152) (159) (178) Minimum edge distance1 Cmin in. 21/2 4 2 3/4 4 2 3/4 4 1/4 4 1/4 (108) 5 (127) 4 1/2 (114) (mm) (102) (70) (102) JL (108) Minimum spacing distance1 5mrn in, 3 1/2 6 6 4 6 4 1/4 4 1/4 6 6 (mm) j) (152) (102) (152) (108) (108) (152) (152) Critical edge distance1 Car in. 6 1/2 8 10 8 15 10 12 12 (mm) (203) 1 (254) (203) (400) (254) (305) (305) Installation torque Tinst ft.-lb. 20 40 60 110 (N-m) (27) (54) (81) (149) Torque wrench socket size - in. 9/16 3/4 15/16 11/8 Nut height - in. 21/64 7/16 35I64 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. PowerStud+ SD2 Anchor Detail Head Marking Legend Letter Code = Length Identification Mark Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Length Identification Mark A B C D E F 6 H I From 1-1J2' V 2-1/2' 3 3-1/2' 4 4-1/2' 5 5-1/2' 6 Uptobut riot 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 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. 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 U - L . V.! ' I, / ' Vt .- "5 4 . V • 4, 4. 4 V. V I I ?owers PowerStud+ SD2 PRODUCT INFORMATION FASTENERS IINSTALLATIONIINSTRUCTIONS Installation Instructions for Power-Stud+ SD2 1.) Using the proper drill bit size, 2.) Remove dust and debris from 3.) Position the washer on the 4.) lighten the anchor with a drill a hole into the base the hole. anchor and thread on the nut. if torque wrench by applying the material to the required depth. installing through a fixture, drive required installation torque, Tj,.,st 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 6212.15. nominal embedment depth. hnom Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' 31UCTt.M5eAD.4N1141IT?t .LWeiIT LOt*ffi14U&4 P4 WN. r Fl WM 4 , ;; •. =';' ). fi' 4 .- LOW(C FWII XO oGMEstwI*zeem Installation Detail B: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete23 STRUCTURAL SAND-UGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 P51)7 dr. Mm. / . 1 . j . V. 21' Mm. t .,.1. __________ __________ . . • 1'Max] L*J j'Mln, /7 Min. No. 20 Gage Steel Deck Mm, Lowet Flute Edge Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail B profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/4-inch a minimum hole clearance 3/4-inch is satisfied. 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+ SD2 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 5I8 F Anchor category 1, 2 or 3 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) f Y ksi (N/mm2) 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) f0a ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) A. in2 (mm2) 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tension Nan lb (kN) 6,625 (29.4) 10,445 (48.0) 13,080 (58.2) 21,230 (94.4) Reduction factor for steel strength3 0T - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment hd in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 I (83) I 4.25 (108) 3.75 I (95) 5.00 (127) Effectiveness factor for uncracked concrete kc, - 24 24 24 24 Effectiveness factor for cracked concrete k0. - 17 17 17 17 Modification factor for cracked and uncracked concrete5 qj c' - 1.0 See note 5 1.0 See note 5 1.0 See note 5 1.0 See note 5 Critical edge distance in. (mm) 8 (203) - 8 I (203) 10 (254) 8 I (203) 15-3/4 (400) 12 (305) I 12 (305) Reduction factorfor concrete breaut strength3 1 0 - 0.65 (Condition B) PULLOUT STRENGTH INTENSION (NON-SEISMIC APPLICATIONS)8 pullout strength, uncracked concrete (2,500 psi)6 N P.°' lb (kN) tCharacteristic See note 7 2 775 1 (2.3) See note 7 6,615 See note 'i (29.4) See note 7 See note 7 Characteristic pullout strength. cracked concrete (2,500 psi)6 N P.o' lb (kN) 2, 165 (9.6) See note 7 4,375 (19.5) See note 7 I 4,980 (22.4) See note 7j 7,795 (35.1) Reduction factor for pullout strength3 1 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic69 (,'0 P"M ,1 lb (kN) 2165 ('9.6) Seenotell (19.5) See note 'i 4,980 (22.4) 5eenote7! 7,795 (35.1) Reduction factor for pullout strength3 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strengtJ cracked concrete over steel dedcacdngtolnstaIlation Detail A'° N c "°' lb (kN) 1,855 (8.3) 2.065 (9.2) 3,930 (17.5) 4,665 (20.8) 1,365 (32.8) 4,900 (21.8) Chctesistic pullout sigtlunaakedconcrete over NP, a' 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 sgthunaackedconcrete over steel dedcacoxdngtokistlation Detail B1° NP . d °' lb (kN) 1 600 (.6) 2,025 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Characteristic pullout strmgth, cracked concrete over steel dedcacaxdingtoInstIaiian Detail B'0 Npc . lb (kN) 1 250 (.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Reduction factor for pullout strength3 0 - 0.65 (Condition B) The data in this table is intended tube Used with the design provisions of ACI 318 Appendix D for a diors resisting seismic load conibinatuass the additional requirement of ACI 318 D.33 shall apply. Installation must comply with published instructions arid details. Al values of owete determined from the load combinations of AC 318 Section 9.2. If the load combinations of Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318 M.S. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for the appropriate ,factor. The Power-Stud+ 502 Is considered a ductile steel element in teroims as defined by ACI 318 D. 1. Reported values for steel strength in tension are based on test results per ACI 355.2 and shall be used for design. For all design cases use WrN= 1.0. select appropriate effectiveness factor for cracked concrete (ko) or uncracked concrete 0 0). For all design cases use %p= 1.0. For concrete compressive strength greater than 2,500 ps N 7= (pullout strength value from the)'(spedlled concrete compressive strengthl2500)n. For concrete over steel deck the value of 2500 must replaced with the value of 3000. For all anchors n= 1/2w1th the essaptkriof the 3i8' ascho size for cracked concrete where n= 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment a Anchors are permitted to be used in structural sand-lightweight concrete provided that N4 Neg and Np.r are multiplied by a factor of 0.60 (not rewired for steel deck). Reported values for characteristic pc/lout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for N && are for structural sandwdght concrete ml,= 3,000 psi) and additional lightweight concrete reduction factors need not be applied. in additiort evaluation for the concrete breakout capacity in accordance with AU 318 0.5.2 is not required for anchors installed in the flute (soffit). Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com I I b * ?owers Power-Stud-,TM SD2 PRODUCT INFORMATION FASTENERS PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.9 Design Characteristic Notation Units Nominal Anchor Size 3/8' 1/2' 5/8' 3/4' Anchor category 1, 2 or 3 - 1 [ i 1 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield ksi (N/mm2) 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) lJta ksi (N/mm2) 96.0 (662) 84.8 (585) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) Ase j2 (mm2) 0.0775 (50.0) 0.1419 (65.7) 1 0.2260 (104.9) 0.3345 L (215.8) Steel strength inshears lb (k N) 2190 ('9.7) 4,640 (0.6) 9800 (44.1) 10175 (4.3) Reduction factor for steel strength3 0 - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing lencith of anchor (hef or ad0, whidIever is less) 4 in. (mm) 2.00 (51) 2.00 I (51) 3.25 (83) 3.25 I I (83) ___________________________________________________ 4.25 (108) I 3.75 I (95) I 5.00 (127) Reduction factorfor concrete breakoutstrength3 0 - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.oforhef <2.51n.,2.oforhef~ 2.5 in.) - 1.0 1.0 I 2.0 2.0 2.0 1 2.0 2.0 Effective embedment h in. (mm) 2.00 (51) 2.00 (51) 3.25 j (83) 3.25 I (83) 4.25 (108) 3.75 (95) 5.00 (127) Reduction factor for pryout strength3 0 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 ec lb 1,955 (8.7) 4,640 (20.6) I 6,530 (29.0) I 6,635 (29.5) Reduction factor for steel strength in shear, seismic3 0 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCIUAI. SAND-LIGHTWEIGHT AND NORMAL -WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel deck according to installation Detail A8 v sa,deck lb 0)('9.7) 2,170 ________ 3 815 (17.0) I 5,040 I (22.4) 4,015 (17.9) I I 6,670 I (29.7) I 4325 (19.2) I Steel strength in shear, concrete over steel deck, according to Installation Detail B (l 2,170 ('9.7) 2 880 (1 2.8) I Not Applicable Not Applicable I Not Applicable Not Applicable Reduction factor for steel strength in shear for concrete over steel deck3 - 0.60 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix 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 p must be determined in accordance with ACI 318 Section 0.4,5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4,4 for the appropriate 0 factor. The Power-Stud+ 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. 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 V and Vq are multiplied by a factor of 0.60 (not required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Section 9.6. Vahies for V &a are for stiuctoal sand-ightweight concrete (fç = 3,000 psi) and additional liglytwieight concrete reduction factxs need not be applied In addition, evaluation for the concrete breakout capacity in accordance with AC 318 D.6.2 and the p capacity in accordance with NJ 318 0.63 are not required for anchors installed in the flute (soffit). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 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-Studi SD2 Factored Design Strength (6Nn and ~)Vn) Calculated in Accordance with ACI 318 Appendix D: 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: - Cai is greater than or equal to the critical edge distance, Cac (table values based on Cal = C) - ca2 is greater than or equal to 1.5 Cal. - )..LCat. -. Calculations were performed accorrrigtoACI 31&05 Appendix D. The load level cottesponcngto the controlling - . Ca2 ha flure mode is listed (e.g. For orbr steel, concrete breakout and pullout; For shaw steel, concrete breakout and pryout. Furthermor4 the capacities for concrete breakout strength in tension and put strength in shear are caWated . using the effeveøthethent values, for the selected anchors as noted in the design information tal1es. 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 Minimum Concrete Compressive Strength, ft (psi) Nominal Nominal Anchor Embed. 2,500 3,000 4,000 6,000 8,000 ON, ON, $bV,, ON,. SbV ON, bV ØN eh Size h (in.) (in.) Tension shear Tension shear Tension 5hear Tension shear Tension shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,405 1,495 1,645 1,885 2,075 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010 1/2 3-314 3-7/8 2,845 3,235 3,575 3,115 3,545 3,920 3,595 4,095 4,525 4,405 5,015 5,085 51540 5,790 . 5/8 47/8 3,235 4,885 3,545 5,355 4095 6,180 5,015 5,790 41/2 4,010 4730 4395 5,185 5,075 5,985 6,215 7175 314 5-3/4 5,065 5,550 6,410 7,850 . . 9,065 Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength. f'c (psi) 2,500 3,000 4,000 6,000 8,000 ON, I Tension (lbs.) ØV Shear bN Tension (lbs.) I pV Shear (lbs.) Tension (lbs.) I Wn Shear (lbs.) ON" Tension (lbs.) pV Shear (lbs.) ON, V11 Tension Shear (lbs.) (lbs.) Size (in.) h, (in.) 3/8 2-3/8 1,805 2,205 2,375 1,975 2,415 II. 2,605 2,280 2790 II 3,005 2,795 2,795 ii. 1*II 3,225 3,945 I11I 2-1/2 1/2 3-3/4 3-7/8 4,300 4,570 5,005 4,710 5,005 ill 5,485 5,440 5.780 iii 6,335 6,660 7,080 JiII Li 7,690 JiII 8,175 PAi 5/8 4-7/8 4-1/2 6,835 5,665 . Ph IL 7,485 6,205 . P1' 1I 8,645 7,165 iLl iI 10,585 8,775 i1I ;II 12,225 P1i 10,130 tI.' 3/4 5-3/4 80720 9,555 W 11,030 .i[lJ 13,510 iI 15,600 Steel Strength Controls I I Concrete Breakout Strength Controls I I Anchor Pullout]Prout Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, o4 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 I I I ?owers Power-Stud+ SD2 PRODUCT INFORMATION FASTENERS Converted Allowable Loads for Power-Stud+ 5D2 in Cracked Concrete'.2 0 Nominal Anchor Size (in.) Nominal Embed. h (in.) Minimum Concrete Compressive Strength, ft (psi) 2,500 3,000 4,000 6,000 8,000 T.0, Tension (lbs.) V (lbs.) Ta..*.ASD Tension (lbs.) V a "re a (lbs.) Tension (lbs.) (lbs.) (lbs.) (lbs.) Tension (lbs.) Shear (lbs.) 318 2-3/8 1,005 940 1,065 940 1,175 940 1,345 940 1,480 940 1/2 2-1/2 1,115 1,205 1,220 1,315 1,410 1,520 1,730 1,860 1,995 2,150 3-3/4 2,030 2,115 2,225 2,155 2,565 2,155 3,145 2,155 3,630 2,155 3-7/8 2,310 2,555 2,530 2,800 2,925 3,230 3,580 3,955 4,135 4,550 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 3,4 4-1/2 2,865 3,380 3,140 3,705 3,625 4,275 4,440 4,725 5,125 4,725 5-3/4 3,615 4,725 3,965 4,725 4,580 4,725 5,605 4,725 6,475 4,725 Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete'2 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) h, (in.) Tension (lbs.) Shear (lbs.) T, Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear (lbs.) 3/8 2-3/8 1,290 9.40 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 5/8 4-7/8 4,880 4,550 5,345 4,550 6,175 4,550 7,560 4,550 8,730 4,550 3/4 4-1/2 4,045 4,725 4,430 4,725 5,115 4,725 6,265 4,725 7,235 4,725 5-3/4 6,230 4,725 1 6,825 4,725 1 7,880 1 4,725 9,650 1 4,725 11,140 4,725 1 Allowable toad values are calculated using a conversion facto o from Factored Design Strengths and conditions shown on the previous page. 2. Tabulated allowable load values assne 50% dead load and 50% live load, with controlling load combination 1.2D + 1.6L Calculated weighted average for the conversion factor, d: 1.2(0.5)+1.6(0.5)= 1.4. IIUUIIIItI Anchor Minimum Embedment Installation Ulimate Load Allowable Load (ilimate Load Allowable Load Size Depth location3 Tension lbs. Tension Shear lbs. Shear (mm) (mm) (kN) lbs. (kN) (kN) lbs. (kN) 3/8 2-112 Watt 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) 2-112 Walt Face Min. 3" Edge and 2,295 460 1,310 260 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) 1/2 (12.7) Top of Wall 3-3/4 Mm. 1-3/4' Edge 3,320 665 1,140 230 (95.3) and 4' Edge (14.8) (3.0) (5.1) (1.0) Distances Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type Ii, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell. g 7 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Ultimate and Allowable Load Capacities for Power-Stud+ SD2 in Grout Filled Concrete Masonryu3 ( Mrtuii Maw" Comtessive Strength, 11m" 1,500 psi (10.4 MFa) MiImumEnd Mi.*wm Edge Distance (lyp) [Distance (Typ) Grout Filled iicMu(TYPi Cell Web (Typ) Face Shell Permissible Anchor Locations (Un-hatched Area / Through Face Sheti) * ?owers FASTENERS PRODUCT INFORMATION Power-Stud, SD2 ORDERING INFORMATION Power-Stud+ S132 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat No. Anchor Size Thread Length Box Qty. Carton Qty. Wt./100 (Ibs) 7413SD2 318"x3" 1-314" 50 300 10 74145D2 3/8"x3-112" 2-1/4" 50 300 12 74155D2 318"x3-3/4" 2-1/2" 50 300 13 74165D2 3/8" x 5" 3-3/4" 50 300 16 7422SD2 1/2" x 3-3/4" 2-1/8" 50 200 23 7423SD2 1/2"x4-1/2" 2-7/8" 50 200 28 7424SD2 1/2"x5-1/2 3-7/8" 50 150 32 74265D2 1/2" x 7" 5-3/8" 25 100 44 7427SD2 1/2" x 8-1/2" 6-7/8" 25 100 46 7435SD2 5/8"x4-314" 2-7/8" 25 100 52 7433SD2 5/8"x5" 3-1/8" 25 100 57 74345D2 5/8"x6" 4-1/8" 25 75 64 74365D2 5/8"x7" 5-1/8" 25 75 72 74385D2 5/8" x 8-112" 6-5/8" 25 75 84 7442SD2 3/4" x 5-1/2" 3-1/4" 20 60 88 7444SD2 3/4" x 6-1/4" 4" 20 60 90 7446SD2 3/4" x 7" 4-3/4" 20 60 95 7448SD2 3/4"x8-1/2° 6-1/4" 10 40 95 The published size includes the diameter and the overall length of the anchor. All anchors are padaged 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 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 8 FPC20I9-0209 2200 FARADAY AVE CAL AMP - SPRINKLER TI (155 HEADS) #200 212120€ 000 9/9/2019