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3193 LIONSHEAD AVE; ; AS160134; Permit
11/17/21, 11:25 AM AS160134 Permit Data City of Carlsbad Sprinkler Permit Job Address: 3193 LIONSHEAD AV Permit Type: SPRINK Parcel No: 2218801600 Lot #: 0 Reference No.: PC #: Permit No: AS160134 Status: ISSUED Applied 5/17/2016 Approved: 5/26/2016 Issued: 5/26/2016 Inspector: Project Title: M2 INGREDIENTS T.I. Applicant: TOTAL FIRE PROTECTION, INC. STE. 244 1611-AS. MELROSE DR. VISTA, CA 760-525-4329 Owner: SABADICCI L L C 3232 GREY HAWK CT CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 303 0 303 0 1/1 t) t o fi r Fi inc.- MATERIAL DATA SUBMITTAL M2 Ingredients 3193 Lionshead Avenue Carlsbad, CA 92010 Page # Description Manufacturer 1-2 Pipe Allied Dyna-Thread Pipe 3-10 Fittings Tyco Ductile Iron Fittings 11-12 Mechanical Tee Tyco Fig 40-5 Strap Tee 13-20 Sprinkler Reliable Fl FR56 Sprinkler S 21-24 Sprinkler Reliable G5-56 Sprinkler 25-28 Sprinkler Tyco ESFR-1 7 Sprinkler 29 Hanger Afcon Fig. 100 Beam Clamp 30 Hanger Afcon Fig. 162 Retaining Strap 31 Hanger Afcon Fig. 300 Ring Hanger 32 Hanger Afcon Fig 655 All Thread Rod 33-34 Attachment Sammy Wood Vertical Mount 35-43 Attachment Powers Snake+ Internally Threaded Screw Anchor Total Fire Protection, Inc. 1611 A S. Melrose Dr. *244 Vista, CA 92081 (760)525-4329 fax (877) 7244329HLE C16-955387 ROPI 1fpjohncg mail .com A51 60134 DynamThread 0 S Full Line Sch-40 Replacement Dyna Threada offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. S Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. (P <~> @ Listed Approved Listed With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. More wall thickness at the thread (CRR1 .00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA- 13. All sizes of Super 40fDyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Specificat ['Iii. NPS Nominal 1.0. Wt. W. (H20 Filled) Pc WtlUtt (21) Wvllft (24k) Wt/Lift (25) In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1' 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 105 11/4" 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 1½ 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 114 2 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 103 S tqco/Flow Control () 16100 S. Lathrop' Harvey, IL 60426 11350 Norcom Rd. Philadelphia, PA 19154 TUBE & CONDUIT 2525 N. 27 th Ave. Phoenix, AZ 85009 Customer Service: (800) 882-5543 Fax 708-339-1806 S3 -3 Submittal Data Sheet Dyna-Thread® Full Line Sch-40 Replacement Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 Dyna-Threads inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. Comparison to L.W.T. Pipe More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on than many zinc- coated lightwall threadable pipe products. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Stamp Here ,Th Specifications & Approvals Super 40/ . Dyna-Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna-Thread are rated at 300 psi working pressure. Super 401 Dyna- Thread is UL and ULC Listed for wet, dry and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll- grooved, and plain-end fittings. (See listing information). The internal surface of all black Fire Sprinkler pipe up to 4.5000" in diameter shall be coated with Allied Tube & Conduit Antibacterial Formula "ABF". Specifications NPS Nominal I.D. WI. Wt. (1120 Riled) Pcsl Wt/Lift (21') Wi/Uft (24') Wt/Ufl (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1' 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 105 1Y4' 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 11/2' 1.639 2.290 3.22 44 2115 2418 251 40 41.6 3.4 4.79 44 959 1097 114 2 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 103 American Tube and Pipe was acquired by Allied Tube and Conduit on February I, 1997. The engineered lightwall and standard wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna-Flow and Super Flo are the same product as are Dyna Thread and Super 40. XL is manufactured DUOL U LC with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. Listed Approved Listed Project: Sprinkler Contractor: - Date: Engineer: Specification Reference: System Type: Locations: Comments: S3-4 t1JCG F/re & Bu//ding I)Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 S Pipe Fittings NPT Threaded, Ductile Iron General Description The Tycoll Series 800 Threaded Pipe Fittings and California Tees & Elbows are manufactured from ductile iron. They are stronger and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties and by adding mag- nesium while the iron is being poured into the final cast shape. Although lighter than standard cast iron, the fit- tings have an added advantage of be- ing less susceptible to cracking due to their added strength. The Series 800, California, and Figure 719 Threaded Pipe Fittings are a re- designation for the Central Series 800, California, and Figure 719 Threaded Pipe Fittings. WARNINGS The Threaded Pipe Fittings described herein must be installed, and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals: UL Listed and FM Approved Maximum Working Pressure: Series 800 and California Fittings: 250 psi (17,2 bar) Figure 719 Plug: 250 psi (17,2 bar) Page 1 of 10 Material: Series 800 and California Fittings: Ductile Iron Figure 719 Plug: Cast Iron Pipe Thread: NPT per ANSI B1.20.1 Installation Apply Teflont tape or high quality pipe joint compound on male pipe threads and tighten two to three turns beyond hand tight. NOTE Installers who have not used ductile iron threaded fittings should be in- structed that the fittings are stron- ger than the pipe and ovortightenin.g the fitting can create. leaks and cause damage to pipe threads. In general, there is about one-half turn difference between cast iron and ductile iron fit- tings. Apply Teflon tape or high qual- ity pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. If an auto- matic make-on machine is being used, please exercise caution in setting the machine to the proper parameters pri- or to tightening fittings onto the male pipe threads. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable JANUARY, 2008 Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any Other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- oress or implied, including warranties of merchantability and fitness for a particular ouroose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. tregistered trademark of E. I. du Pont de Nemours and Company or its affiliates. TFPI7IO Page 2oflO TFPI7I0 FIGURE 811 FIGURE 813 900 ELBOW 450 ELBOW : TABLE I NOMINAL DIMENSIONS FIGURES 811 & 813 Figure 811 B Approx. A B Inches Weight Part Inches Inches (mm) Lbs. Number (mm) (mm) (kg) 0.56 0.24 86206 0.88 0.38 (14,2) (0,11) (22,4) (9,7) 0.75 0.40 86205 1.00 0.44 (19,0) (0,18) (25,4) (11,2) 0.81 0.64 86200 1.13 0.81 (20,6) (0,29) (28,7) (20,6) 1.06 0.95 86201 1.31 0.63 (26,9) (0,43) (333) (16,0) 1.19 1.24 86202 1.44 0.69 (30,2) (0,56) (36,6) (17,5) 1.50 1.74 86203 1.68 0.94 (36,1) (0,79) (42,7) (23,9) 1.56 3.28 86204 1.94 1.00 (39,6) (1,49) (49,3) (25,4) Nominal Pipe Figure 813 Size ANSI A Approx. Inches Inches Weight Part DN (mm) Lbs. Number (kg) 1/2 1.13 0.22 86780 DN15 (28,7) (0,09) 3/4 1.31 0.33 86781 DN20 (33,3) (0115) 1 1.50 0.48 86280 0N25 (38,1) (0,21) 1-1/4 1.75 0.73 86281 DN32 (44,5) (0,33) 1-1/2 1.94 0.93 86282 0N40 (49,3) (0,42) 2 2.25 1.55 86283 DN50 (57,1) (0,70) 2-1/2 2.69 2.70 86782 DN65 (68,3) (1,22) (D TFPI7IO Page 3 of 10 FIGURE 812 900 REDUCING ELBOW Nominal Pipe Figure 812 Size ANSI A B C D Approx. Weight Part Inches Inches Inches Inches Inches Lbs. DN (mm) (mm) (mm) (mm) Number (kg) 3/4x1/2 1.19 1.19 0.63 0.63 0.33 86342 ON20x 15 (30,2) (302) (16,0) (16,0) (0,15) 1 x 1/2 1.25 1.38 0.56 0.81 0.44 86210 DN25 x 15 (31,8) (35,1) (14,2) (20,6) (0,20) 1 x3/4 1.38 1.44 0.69 0.88 0.53 86211 0N25 x 20 (35,1) (36,6) (17,5) (22,4) (0,24) 1-114x112 1.31 1.50 0.63 0.94 0.64 86212 0N32 x 15 (33,3) (38,1) (16,0) (23,9) (0,29) 1-1/4 x 3/4 1.44 1.63 0.75 1.06 0.75 86213 DN32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34) 1-1/4 x 1.56 1.68 0.88 1.00 0.77 86214 DN32 x 25 (39,6) (42,7) (22,4 (254) (0,35) 1-1/2x3/4 1.50 1.75 0.75 1.19 0.95 86221 DN40x20 (38,1) (44,4) (19,0) (30.2) (0,43) 1-1/2 x 1.63 1.81 0.88 1.13 0.99 86215 DN40x25 (414) (46,0) (22,4) (28,7) (0,45) 1-1/2 x 1-1/4 1.81 1.88 1.13 1.19 1.14 86216 DM40 x 32 (46,0) (47,8) (28,7) (30,2) (0,52) 2x3/4 1.63 1.94 0.88 1.38 1.39 86217 DN50x20 (41,4) (49,3) (22,4) (35,1) (0,63) 2x1 1.75 2.06 2.00 1.31 1.58 86218 DN50x25 (44,4) (52,3) (50,8) (33,3) (0,72) 2x 1-1/2 2.00 2.19 1.25 1.44 1.67 86220 DN50x40 (50,8) (55,6) (31,8) (36,6) (0,76) 2-1/2x2 2.38 2.63 1.25 1.88 3.01 86262 DN65x50 (60,5) 1 (66,8) (31,8) (47,8) 1 (1,36) TABLE 2 NOMINAL DIMENSIONS FIGURE 812 0 (D S TFPI7I0 Page 5of 10 Nominal Pipe Size Approx. ANSI Inches DN Weight Lbs. Part Number (kg) 1/2 0.18 72779 DN15 (0,08) 3/4 0.26 72778 DN20 (0111) 1 0.44 72755 0N25 (0,20) 1-1/4 0.54 72754 DN32 (0124) 1-1/2 0.71 72753 DN40 (0,32) 2 1.15 72752 DNSO (0,52) 2-1/2 2.29 72758 DN65 (1,04) S 0 -fl LIWJA !F 1 FIGURE 514 FIGURE 818 IRON TEE STRAIGHT COUPLING NOMINAL DIMENSIONS FIGURES 814 & 818 TABLE 4 Figure 814 Figure 818 A B Approx. A B Inches Inches Weight Lbs. Part Number Inches Indies (mm) (mm) (kg) (mm) (mm) 1.13 0.56 0.33 86340 1.38 0.31 (28,7) (14,2) (0,15) (35,1) (7,9) 1.31 0.75 0.50 86341 1.63 0.56 (33,3) (19,0) (0,23) (41,4) (14,0) 1.50 0.81 0.85 86230 1.75 0.35 (38,1) (20,6) (0,38) (44,4) (9,7) 1.75 1.06 1.30 86231 2.00 0.56 (44,4) (26,9) (0,59) (50,8) (14,0) 1.94 1.19 1.63 86232 2.19 0.75 (49,3) (30,2) (0,74) (55,6) (19,0) 2.25 1.50 2.63 86233 2.63 1.13 (57,1) (38,1) (1,19) (66,8) (28,7) 2.69 1.56 4.55 86234 3.00 0.75 (68,3) (39,6) (2,06) (76,2) (19,0) TFPI7I0 Page 6of 10 10 0 Page 7 of 10 TFPI7IO —C7 FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 Approx. ANSI Inches A B C 0 E F Weight Part ON Inches Inches Inches Inches Inches Inches Lbs. (mm) (mm) (mm) (mm) (mm) (mm) Number (kg) 1-1/2x1-1/4x1/2 1.44 1.31 1.69 0.69 0.63 1.13 1.03 86257 DN40 x 32 x 15 (36,6) (33,3) (42,9) (17,5) (16,0) (28,7) (0,47) 1-112x1-114x3/4 1.50 1.44 1.75 0.75 0.75 1,19 1.10 86258 DN40x32x20 (38,1) (36,6) (44,5) (19.0) (19,0) (301) (0,50) 1-1/2x 1-114.x 1 1.63 1.56 1.81 0.88 0.88 113 1.31 86259 DM40 x 32 x 25 (41,4) (39,7) (46,0) (22,4) (22,4) (28,7) (0,59) 1-1/2 x 1-1/4 x 2 2.19 2.13 2.00 1.44 1.44 1,25 1.94 86260 DN40x32x50 (55,6) (54,1) (50,8) (36,6) (36,6) (57,1) (0,88) 1-112x1-1/2x1/2 1.44 1.44 1.69 0.69 0.69 1.13 1.14 86261 DN40 x 40 x 15 (36,6) (36,6) (42,9) (17,5) (17,5) (28,7) (0,52) 1-1/2x1-1/2x3/4 1.50 1.50 1.75 0.75 0.75 1.19 1.23 86262 DN40x40x20 (38,1) (38,1) (44,4) (19,0) (19,0) (30,1) (0,56) 1-1/2 x 1-1/2 x 1 1.63 1.63 1.81 0.88 0.88 1.13 1.38 86263 DM40 x 40 x 25 (41,2) (41,2) (46,0) (22,4) (22,4) (28,7) (0,62) 1-1/2 x 1-1/2 x 1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264 DM40 x 40 x 32 (46,0) (46,0) (47,6) (27,0) (27,0) (30,1) (0,68) 1-1/2x1-1/2x2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 86265 DN40x40x50 (55,5) (55,5) (50,8) (36,6) (36,6) (31,7) (0,91) 2 xl x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 86266 DM50 x 25 x 50 (57,2) (50,8) (57,2) (38,1) (33,3) (381) (0,99) 2x1-1/4x2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 86267 DN50 x 32 x 50 (57,2) (54,1) (57,2) (3811) (36,6) (38,1) (1,05) 2x1-1/2x1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 86268 DN50x40x15 (38,1) (36.6) (47,8) (19,0) (17.5) (33,3) (0,68) 2x1-1/2x314 1.63 1.50 1.94 0.88 0.75 1.38 1.61 86269 DN50x40x20 (41,4) (38,1) (49,3) (22,4) (19,0) (35,0) (0,73) 2 x 1-1/2 x 1.75 1.63 2.00 1.00 0.88 1.31 1.65 86270 DM50 x 40 x 25 (44,5) (41,4) (50,8) (25,4) (22,4) (33,3) (0,75) 2x1-1/2x1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 DM50 x 40 x 40 (52,4) (49,2) (55,5) (33,3) (30,2) (36,6) (0,92) 2x1-1/2x2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 86273 DN50x40x50 (57,1) (55,5) (63,5) (38,1) (36,6) (38,1) (1,07) 2x2x1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 86222 DN50x50x15 (38,1) (38,1) (47,8) (19,0) (19,0) (33,3) (0,68) 2 x 2 x 3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 86223 DN50x50x20 (41.4) (414) (49,3) (22,4) (22,4) (35,0) (0,76) 2 x 2 x 1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 86224 DM50 x 50 x 25 (44,5) (44,5) (50,8) (25,4) (25,4) (33,3) (0,86) 2 x 2 x 1-114 1.88 1.68 2.13 1.13 1.13 1.44 2.05 86225 DN50 x 50 x 32 (47,8) (47,8) (54,1) (28,7) (28,7) (36,6) (0,93) 2x2x1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 86226 DN50x50x4D (50,8) (50,8) (55,6) (31.8) (31,8) (38,1) (0,96) 2x2x2-112 2.63 2.63 2.38 1.75 1.88 1.44 3.67 86227 DM50 x 50 x 65 (66,8) (66,8) (60,5) (44,5) (47,8) (36,6) (1,66) 2-1/2x2x3/4 1.75 1.63 2.31 0.63 0.88 1.75 2.22 86274 DN65x50x20 (44,5) (41,4) (58,7) (15,9) (22,4) (44,5) (1,01) 0 TABLE 5(2 0F2) NOMINAL DIMENSIONS FIGURE 815 C Page 8 of 10 TFP17IO irFT'ij 111111 I..., 111111 FIGURE 820 CAP FIGURE 830 BRASS SEAT UNION FIGURE 719 PLUG Nominal Pipe Figure 820 Figure 830 Figure 719 Size ANSI A Approx. A B Approx. A Approx. Inches Inches Weight Lbs. Part Number Inches Inches Weight Lbs. Part Number Inches Weight Lbs. Part Number DIN (mm) (kg) (mm) (mm) (kg) (mm) (kg) 1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 094 0.10 86292 DN15 (22,4) (0,06) (47,8) (206) (0,21) (23,9) (0,04) 3/4 1.00 0.22 72777 2.00 0.94 0.66 86275 1.13 0.18 86293 DM20 (25,4) (0,10) (50,8) (23,9) (0,30) (28,7) (0,08) 1 1.18 0.33 72824 2.19 0.81 1.08 86276 1.25 0.28 86294 0N25 (30,0) (0115) (55,6) (20,6) (0,49) (31,7) (0,13) 1-1/4 DM32 1.31 (33,3) 0.54 (0124) 72756 2.50 (63,5) 1.06 (26,9) 1.54 (0,70) 86277 1.38 (35,1) 0.50 (0,23) 86295 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 0N40 (35,1) (0,31) (66,8) (30,2) (0,92) (366) (0,32) 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 DN50 (38,1) (0,43) (79,5) (41,4) (1,43) (381) (0,41) 2-112 1.75 1.80 72825 - - - - - - - DN65 (44,5) (0182) TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719 C TFPI7I0 Page 9of 10 S - A IA [j) _ FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING TABLE 7 NOMINAL DIMENSIONS FIGURE 825,827 & 816 Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling A Approx. A Approx. A B Approx. ANSI inches Inches Weight Part Inches Weight Part Inches Inches Weight Part DN (mm) Lbs. Number (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) (kg) 1/2x1/2 1.50 0.20 72751 - - - - - - - 0N15 x 15 (38,1) (0,09) 112x112 2.00 0.27 72980 - - - - - - - DN15 x 15 (50,8) (0,12) 3/4 x 3/4 1.50 0.22 72981 - - - - - - - DN20 x 20 (3811) (0,10) 3/4 x 3/4 2.00 0.31 73982 - - - - - - - DN20x20 (50,8) (0,14) 3/4 x 1/2 - - 1.75 0.69 0.38 86772 DN20 x 15 - - - - (43,2) (17,5) (0,17) 1 x 1/2 - 1.06 0.22 72726 1.69 0.50 0.38 86228 DN25x 15 - (26,9) (0,10) (42,9) (12,7) (0,17) 1 x314 - 1.06 0.18 72762 1.75 0.50 0.53 86229 DN25x20 - - (26,9) (0,08) (43,2) (12,7) (0,24) 1-114x1 - - 1.19 0.31 72763 - - - - DN32x25 (30,2) (0,14) 1-1/2x1 - 1.25 0.53 72757 - - - - DN40x25 - (31,7) (0,24) 1-1/2x1-114 - 1.25 0.35 72764 - - - - DN40x32 (317) (0,10) 2 xl - - - 1.38 0.75 72759 - - - - DN50x25 (35,1) (0,34) 2x1-1/4 - - - 1.36 0.69 72761 - - - - DN50x32 (35,1) (0,31) 2x1-1/2 - - 1.38 0.62 72775 - - - - DN50x40 (35,1) (028) 8 S tqCJ3 Fire & Building IlProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 405 Strap S General Description UL See Fire Protection Submittal Sheet for FM Pressure Rating and Listing/Approval information The Figure40-5 Strap is an economical alternative to welded pipe outlets on steel pipe. The Figure 40-5 Strap may be used with full lengths of pipe and eliminates threading and welding, decreasing waste and installation time. The 40-5 Strap may be used in wet, dry pipe and deluge systems. WARNING The Figure 40-5 Strap described herein must be installed and maintained in compliance with this document, as we/las with theapplicablestandards of the National Fire Protection Association, in addition to the standards of any atherautho Titles ha ving jurisdiction. Failure to do so may impair the performance at this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershouldbe contacted with any questions. Technical Data Figure: 40-5 Outlet: Threaded Approvals: UL, FM, ULC, and VdS; See Fire Protection Submittal Sheet for exact Listing /Approval information. Page 1 of 2 Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: 'Clear rust inhibitive coating 'Zinc electroplated conforming to ASTM 8-633, Type III Service 2 (optional) U-Bolt: Carbon steel conforming to ASTM A-307, Grade A, Zinc electroplated Nuts: Carbon steel conforming to ASTM A-307, Grade A, Zinc electroplated Gasket: (specify when ordering) Grade "E" EPDM green color code. (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specifythe quantity, figure number, type of gasket, Grade 'E" EPDM, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Theinstalling contractoror product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service, September 2004 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment bylyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownershipwfth Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of anyotherAuthorifies Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforft, any other obligation in connectionwith the sale of products or parts of products. Tyco Fire Productsshallnotberesponsibleforspiinklersystem designerrors or inaccurate orincomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES, INCLUDING BU1N0T LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL IYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. 1HEFOREXING WARRANTY MAOEINIJSJOF ANY AND ALL OTHER WARRAFIJ1E5 EXPRE 1ll IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PAR71cIJL4RPURPOSE ( D TFPI 720 Pipe Nominal Dimensions Hole Net A B C D Size Size Wt. Run x Inches Inches Inches Inches Inches Lbs. Branch mm mm mm mm mm Kg. 11/4.1 X 1120 2.00 1.50 3,50 1.20 1/16 0.84 50.8 38.1 1 88.9 30.5 30.2 0.4 1'/4' x 3/0 2.00 1.50 3.50 1.20 1I1B 0.88 50.8 38.1 88.9 30.5 30.2 0.4 11/40 X ill 2.31 1.68 3.50 1.20 1.13 58.7 42.7 88.9 30.5 30.2 0.5 11/2" X 1/20 2.12 1.62 3.50 1.32 0.84 53.8 41.1 88.9 33.5 30.2 0.4 11/2 x 3/0 2.12 1.62 350 1.32 0.88 53.8 41.1 88.9 33.5 30.2 0.4 11/2°X 10 2.43 1.80 3.50 1.32 1/16 1.13 61.7 45.7 88.9 33.5 30.2 0.5 2' x 1/20 2.36 1.86 3.74 1.55 1/16 0.88 59.9 47.2 95.0 39.4 30.2 0.4 2"X 3/0' 2.36 1.86 3.74 1.55 1/l6 0.95 59.9 47.2 95.0 39.4 30.2 0.4 2" x 1' 2.67 2.04 3.74 1.55 13/16 1.16 67.8 51.8 95.0 39.4 30.2 0.5 2112'x1/2 2.61 2.11 4.25 1.80 1/16 0.90 66.3 53.6 108.0 45.7 30.2 0.4 21/20 X3/4' 2.61 2.11 4.25 1.80 1 31jr0.99 66.3 53.6 108.0 1 45.7 30.2 0.4 21/2' 1' 2.92 2.29 4.25 1.80 1/16 1.21 74.2 58.2 108.0 45.7 30.2 0.5 Item Description 1 Housing 2 Gasket 3 Flanged Nut 4 U-Bolt Fitting Size Equivalent Length (1 inch pipe) 11/40 x 1° 8 11I2'X 1' 6 2'x 1 6 21/2 x 1' 4 The friction loss for these outlets is specified in equivalent length of 1 inch Schedule 40 (C=120) pipe. S S Page 2012 TFP172O Figure 40-5 Strap The 1 inch outlets can be used with a nipple leading Note: Outlet threads conforming to ISO 7-1 are available, contact directly to a sprinkler. These fittings should be used Tyco Fire Products. for hydraulically calculated systems only. General Notes: It is the Designers responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (11-1-1 000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible For the specific application. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. Bulletin 014 Rev. L Rela bl i Model Fl FR Series Quick Response Standard Spray CD 0 CD Model Fl FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Pendent/F1/F2/FP Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Pendent Model 171FR42, F1FRXLH & F1FR28 Sprinkler Types Standard Upright Standard Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Pendent Model Fl FR56LL & Fl FR42LL Low Lead Sprinkler Types* Standard Pendent Less than 0.25% Lead Content Listing & Approvals Underwriters Laboratories Inc. and Certified for Canada (cULus), Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS SchadenverhUtung GmbH 5 *5 Certified to NSF/ANSi Standard 61 Annex G 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1 425), 0786-CPD-40252 (RA1 475) UL Listing Category Sprinklers, Automatic & Open (VNlV) Quick Response Sprinkler Product Description Reliable Models F1 FR56, F1 FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Series Sprinklers are quick response sprinklers which combine the durability of a standard sprin- kler with the attractive low profile of a decorative sprinkler. The Models F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & Fl FR28 Series Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR56, Fl FR56LL, Upright Pendent Vertical Sidewall Horizontal Sidewall Concealed Pendent XLH Upright XLH Pendent F1FR42, F1FR42LL, F1FRXLH & F1FR28 Series sprinklers to apply wa- ter to a fire much faster than standard sprinklers of the same temperature rat- ing. The glass bulb consists of an accu- rately controlled amount of special fluid hermetically sealed inside a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. 1 Recessed Horizontal Sidewall 11 V Conventional Recessed Pendent/F1/F2 Recessed Pendent/FP XLH Recessed Pendent F1/F2 XLH Recessed Pendent F Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Quick response sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest S published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction, Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard re- sponse sprinklers should not be intermixed. *Pintle (xLH Only) Deflector Load Screw Washer Bulb Frame Cup O14FGO6A Model F1FR42, F1FRXLH Upright Technical data: Max. Min. Temperature Models Discharge Coefficient Response Working Working Finish Size Rating Pressure Pressure F1FR56 **F1 FR56LL1 K 5.6 Quick 1/2" NPT See See F1FR42 **F1FR42LL0) K4.2 Response (R1/2) 175 PSI 7 PSI Temperature "Finish Table' F1FRXLH Ratings" Table. F1FR28 K2.8 (1) Low Lead Sprinklers available only with Temperature Rating 200°F/93°O Material Data: Frame Deflector Load Screw *Pintle Cup Washer Bulb DZR Brass CDA Alloy 260, CDA Alloy 220 CDA Alloy 360 CDA Alloy 360 CDA Alloy 651 Nickel Alloy 440 or Alloy 360 GM Brass or or or coated with PTFE Adhesive Glass **Low Lead Brass or CDA AlloyS 10 CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape [1 ~j 2. Model Fl FR56, Upright, Pendent & Conventional Sprinklers Model Fl FR42, Fl FRXLH & Fl FR28 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number Sp (SIN) Size US Metric Height Organization Upright Pendent Standard-Upright (SSU) and Pendent Deflectors Marked to Indicate Position 1/2 (15mm))" 1/2' NPT (R1/2) 5.6 80 2.25' (57mm) 1, 2, 3,4, 6 7/16 (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) 1 RA14231)2> RA14134 3/8" (10mm) 1/2" NPT (R1/2) 2.8 40 2.25" (57mm) 1 RA14211>4 RA14114 Conventional-Install in Upright or Pendent Position 15mm (" 1/2" NPT (R1/2) 5,6 1 80 1 57mm 1 3, 4, 6 RA14753 cULus listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Polyester coated LPCB & VdS approved sprinkler RA1425, RA1414 & RA1475, Electroless Nickel PTFE (Teflon(')* Plated - cULus listed corrosion Resistant Upright Pendent Conventional Model Fl FR56LL & Fl FR42LL Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number (SIN) Orifice Size US Metric Height Organization Pendent Standard-Pendent Deflectors Marked to Indicate Position 1/2" (15mm)(" 1/2" NPT (R1/2) 5.6 80 2.25" (57mm) 1,5 RA1415 7/16" (11 mm) 1/2" NPT (R-1/2) 4.2 60 2.25" (57mm) 1,5 RA1410 (1) cULus listed corrosion resistant (Polyester coated) sprinkler. *DuPont Registered Trademark 3. 4 Vertical Sidewall *DuPont Registered Trademark Sprinkler Type Deflector to Ceiling Distance (Min. - Max.) Upright 4" (102mm) - 12" (305mm) Pendent 4" (102mm) - 12" (305mm) ~j Model Fl FR56, Fl FR42, Fl FRXLH & Fl FR28 Quick Response Recessed Pendent SprinkIer0 Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2' (15mm) 1/2" NPT(R½) 5.6 80 2.25' (57mm) RA1414 7/16" (10mm) 1/2" NPT(R1/2) 4,2 60 2.25" (57mm) RA1413 3/8" (10mm) 1/2' NPT(R1/2) 2.8 40 2.25" (57mm) RA1411 (1) Refer to escutcheon data table for approvals & dimensions Model Fl FR56LL & Fl FR42LL Quick Response Recessed Pendent Sprinkler(1) Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2" (15mm) 1/2" NPT(R½) 5,6 80 2.25" (57mm) RA1415 7/16" (10mm) 1/2" NPT(R1/2) 1 4.2 60 2.25" (57mm) RA1410 S (1) Refer to escutcheon data table for approvals & dimensions IS,Lm'/I REDUCER ADS/ASS SpqMMcLER / 'Ace Cr n/Ems WREStS ROSS PACE OP CE/CLOG 0/MESS/ON //S CSEL/TCU,CO/L 'N I _I AT S/OX/MUM RECESS - /7254mm] / AT M/S/MUA' RECESS 3/379.3mmj I —S-11 ILL - r AT RECESS 314 7'9Z-1 AT rc- -Ell AT —1-1 RECESS /7] __ EE AT — RECESS Model F1 FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRX1-H & F1FR28 Fl or F2 I/f REDUCER 2 5/8 OW, [66- 7-1 HOLE IN COILiNG 2 5/16 Ott [58.7/OS,) CUP B//CE OF FITISNO TO FACE OF CO/U/AG DIMENSION IT A/OX/MI//A RECESS 1127M—] IT MINIMUM RECESS S [25.4cR/n] AT B/OX/MUM RECESS 9/56754.3mm] Y,712.7-1 J AT MINIMUM RECESS = I 72GB/OS,] AWI/SCMC/AT (82.6mm] Model F1 FR56, F1FR56LL, F1FR42, F1FR421-1-, F1FRXLH & F1FR28 FP Model Fl FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Nominal K Factor Sprinkler Approval Sprinkler US I Metric Orifice Thread Size Height Organizations Identification Numbers (SIN) ½" (15mm) ½" NPT (R1/2) 5,6 80 2.25' (57mm) 1, 2, 3 15mm ½" NPT (R1/2) 5.6 80 2.25" (57mm) 3)1) RA148523 LPC Approval is for pendent position only. cULus Listed corrosion resistant (Polyester coated) sprinkler. 3) Electroless Nickel PTFE (Teflon®)* Plated - cULus listed corrosion Resistant Horizontal Sidewall Model Fl FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal K Factor Sprinkler Approval Organizations Sprinkler __________________ Height and Type of Approval Nominal Orifice Thread Size Identification US Metric Light Hazard I Ordinary Numbers (SIN) Hazard ½" (15mm) ½' NPT (R1/2) 5.6 80 2.63" (67mm) 1,2 1 (11 cULus Listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Electroless Nickel PTFE (Teflons)* Plated - cULus listed corrosion Resistant FACE OF FITTING TO FACE OF CEILING DIMENSION Pt ESCUTCHEON AT MAXIMUM RECESS 7725.4mm] AT MINIMUM RECESS = 3/579.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4719mm] AT MINIMUM RECESS = 3/8"[9.5mm/ 2 (/4" HOLE 0/A. [57.2mm] 7" x 1/2" REDUCER 7 15/76" OIA.],J.J .J [49.2mm]11!11 1 Fl ESCUTCHEON AT MAXIMUM RECESS 1-3/8734.9mm/ H Iml AT MINIMUM RECESS = 2-l/75752.4mm.7 F2 ESCUTCH AT MAXIMUM RECESS 1-5/5741.3mm] AT MINIMUM RECESS 2-l/16"[52.4m,'p] ] [3.2 T (1) 4-72" 2 27/32" OIA. [701. 6mm-304.8mm] CEILING TO [72.2mm] DEFLECTOR S S TURN COLLAR UNTIL -" liGHT AGAINST SPRINKLER El"T f' ESCUTCHEON WRENCH BOSS. 3/4 "[19mm] ADJUSTMENT P2 ESCUTCHEON 7/2712.7mm,] ADJUSTMENT RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [701.6MM - 752.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Note: For Recessed HSW Sprinklers use installation wrench GFR2, cULus permits use with Fl, F2 or FP escutcheons for "Light Hazard" only. While FM limits use for the same hazard with the F2 escutcheon only, Model Fl FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) ______ US Metric ____ Sprinkler Cover ½" (15mm) 5.6 80 ½" NPT F1FR 135°F/57°O 135°F/57°c 1001F/380O Orange 1 RA1414 ½" (15mm) 5,6 80 1/2" NPT F1FR 155°F/68°C 135°F/57°c 100°F/38°C Red 1,40),6 RA1414 ½" (15mm) 5.6 80 ½" NPT F1FR 175°F/79°C 165°F/74°O 100°F/38°O Yellow 1 RA1414 ½" (15mm) 5.6 80 ½" NPT F1FR 200°F/93°C 165°F/740O 150°F/650c Green 1 RA1414 111 For VdS only = 1550F/680c Norbulb and 1/2" [12,7mm] adjustment. Model Fl FR56LL Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor I I Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) US Metric Sprinkler ) Cover ½" (15mm) 5.6 80 ½" NPT F1FR56LL 200°F/93°O 165°F/74°C 150°F/65°C Green 1,5 RA1414 *DuPont Registered Trademark 5' S 1" x 7/2' REDUCING TEE OR ELBOW 2 518 DIA 2 5/16 0/A - - HOLE IN CEILING CUP 1 1/2" MAX. FACE OF FITTING CEILING—" TO FA DIMENSION CE OF CEILING 15/16" COVER ADJUSTMENT COVER PLATE ASSEMBLY / 3 5/76 0/A SPRINKLER -' CONCEALED. 1 /2" ADJUSTMENT 017-1. I" x 1/2 REDUCING TEE OR ELBOW fl- 2 5/8" OIA. 2 5/16"OIA _J_ HOLE IN CEILING CUP I I 1 1/2" MAX. FACE OF FITTING TO FACE OFCEILING DIMENSION CEILING— 3/4' CORAOJUST7IENT /1 COVER PLATE 3 5/i6 OIA SPRINKLER / CONCEALED, 5/16" ADJUSTMENT 07o2 Figure 1 Installation Aid A protective cap is included for use during installation. Important: The F1FR56 Sprinkler with Model CCP cover plate is not an FM Approved combination. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Recessed Quick Response Sprin- klers are to be installed as shown. The Model Fl or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers. The use of any other recessed escutcheon will void all approvals and ne- gate all warranties. When installing Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers, use the Model D Sprinkler Wrench. Use the Model GFR2 Wrench for install- ing F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & Fl FR28 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight 1/2" NPT (R1/2) sprinkler joint can be obtained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. The Models F1FR56/CCP & F1FR56LL/CCP Concealed Sprinkler use the ½" orifice, ½" NPT (R1/2), Model F1FR56 & El FR56LL Pendent Sprinkler with a threaded Model CCP cup which is factory attached to the sprinklers. The Model F1FR56 Pndent is available in temperature rating of 135°F (57°C), 155°F (68°C), 175°F (79°C) or 200°F (93°C). The Model F1FR56LL Pendent is available only in a rating of 200°F (93°C). The concealed sprinkler assemblies are com- pleted by the installation of the attractive low profile Model CCP push on cover plate assembly, rated 135°F (57°C) or • 165°F (74°C) for the Fl FR56 and 165°F (74°C) for the FlFR56 LL. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded en- *DuPont Registered Trade Mark 6. Figure 2 gagement. A choice of two cover plate assemblies provide either 1/2" (13mm) or 5/8" (8mm) of cover adjustment, Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 2/" (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model RC1 Wrench. A Teflon* based thread sealant should be applied to the sprin- kler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be tak- en to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impedi- ment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model F1FR56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifi- cally listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and in- stallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- es are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color °C OF Ordinary 57 135 100°F (38°C) Orange Ordinary 68 155 100°F(38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F (66°C) Green High (1) 141 286 225°F (107°C) Blue (1) Not available for recessed sprinklers. Escutcheon Data (1) SIN RA1435 - cULus permits use with Fl, F2 or FP escutcheons for 'light hazard" only, while FM limits use for same hazard with F2 escutcheon only. Maintenance The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH and Model F1FR56, F1FR56LL, F1FR42, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Sprinklers should be inspected and the sprinkler system maintained in accor- dance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of dam- aged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) Standard Finishes Sprinkler Escutcheon Cover plate0t Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (4))5))( White Painted Special Application Finishes Sprinkler Escutcheon Cover pIate1 Electroless Nickel PTFE(TefIon)°7 Electroless Nickel PTFE (Teflon®)* Bright Brass Bright Brass() Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint26 Black Paint Off White Off White (2)(6) Off White Satin Chrome Chrome Dull I Chrome Dull Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cULus Listed only. 200°F (93°C) maximum. 4) cULus listed 'corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(vSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies onlyto RA1425, RA1414 and RA1475. cULus listed Corrosion Resistant Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type 8, Escutcheon Finish (where applicable) Cover plate Model Cover plate Thread size Cover plate Temperature Cover plate Adjustment Cover plate Finish Note: When Model F1FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. S Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent *DuPont Registered Trademark 7. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers . Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled ® (800) 431-1588 Sales Offices Paper nollif bili(914) 829-2042 Corporate Offices (800) 848-6051 Sales Fax Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 09/14 P/N 9999970300 S R liabl UL Quick Response FM Standard Response Concealed Sprinkler With a 3/4" (19mm) Adjustment Features Cover plate attachment (Plain or Perforated) with 3/4" (19mm) assembly adjustment. Smooth aesthetic ceiling profile. Factory installed protective cap. Available in Chrome and White as Standard Finish- es. Special Application Finishes are also available. Ordinary and Intermediate temperature rating. For additional Sprinklers refer to Bulletin 154 for Technical Specification and Approvals Approvals & Listings 1. Underwriters Laboratories Inc. and cULus - Quick Response G5-80, G5-56 - Light Hazard and Ordinary Hazard Occupancies G5-42 - Light Hazard Occupancies G5-28 - Light Hazard Occupancies 2. Factory Mutual Research corp. (FM) - Standard Response (See Page 3) G5-56 & G5-28 only. See the most recent FM Global Property Loss Prevention Data Sheets for installation and use guidelines. 3. Loss Prevention Council (LPCB, UK) - Standard Response G5-56 - Light Hazard and Ordinary Hazard Occupancies VdS Schadenverhutung GmbH - Standard Response EC-Certificate of Conformity 0832-CPD-2062 U.S. Patent number 6,554,077. Application The Reliable Model 05-80, G5-56, G5-42 and 05-28 are the most versatile quick response concealed sprinklers avail- able. It provides the best form of fire protection while offering an attractive appearance and 3/4" (19mm) of cover adjust- ment for ease of installation. The small diameter cover plate assembly is easily attached and blends into the ceiling, con- cealing the most dependable fire protection available, an au- tomatic sprinkler system. Bulletin 034 Rev. D Model G5-80, Model G5-56, Model G5-42, Model G5-28 Quick Response Concealed Automatic Sprinkler Plain Cover Plate rA K Perforated Cover Plate The Model 05-80, G5-56, G5-42 and G5-28 are designed for use where aesthetic appearance is important. Offices, hos- pitals, motels and restaurants are but a few of the applications where it can be used. The Model 05-80, 05-56, G5-42 and G5-28 are UL Listed Quick Response Concealed sprinklers intended for use in accordance with NFPA 13. FM Approves the 05-56 and the G5-28 sprinkler as a standard response concealed sprinkler intended for use in accordance with FM Loss Prevention Data Sheet 2.0. Product Description The Reliable Model G5-80, 05-56, G5-42 and G5-28 uses a proven quick response fusible element in a standard style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate assembly. The threaded engagement provides 3/4" (19mm) of cover adjustment. The flat cover plate is attached to the skirt using either 135°F (57°C) or 165°F (74°C) ordinary tempera- ture classification solder. When the ceiling temperature rises, the solder holding the flat cover plate melts, the flat cover plate released thus expos- ing the sprinkler inside to the rising ambient temperature. The subsequent fusing of the element opens the waterway and causes the deflector to distribute the water. Any secure engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model FC Sprinkler Wrench UL Listing Category Sprinklers, Automatic and Open Quick Response Sprinkler UL Guide Number VNIV Installation Do not install the G5-80, G5-56, G5-42 and G5-28 in ceilings which have positive pressure in the space above. .' Cut a 2/" inch (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model FC Wrench. The wrench has a socket drive which is inserted into the body of the sprinkler. When installing a sprinkler the wrench is first positioned into the sprinkler/cup assembly until the wrench socket engages the body of the sprinkler. The sprinkler is then tightened into the pipe fitting. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER! CUP ASSEMBLY Install the cover plate by hand turning the cover in the clockwise direction until it is tight against the ceil- ing. A protective cap is provided to protect the drop-down sprinkler deflector from damage which could occur during construction before the cover plate is installed. The cap is factory installed inside the sprinkler cup. Remove cap to install sprinkler, then re- install cap until the cover plate is installed. Maintenance The Model G5-80, G5-56, G5-42 and G5-28 should be in- spected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, am- monia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way Concealed sprinklers cover plates can not be painted •in the field, after installation or have any other coating applied other than the factory finish. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or oper- ated sprinklers. Prior to installation, sprinklers should be main- tained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Ordering Information Sprinkler Model Nominal Orifice Flat Cover Plate Plain or Perforated Flat Cover Plate Assembly Finish Inlet Type Cover Plate Finishes0t Standard Finishes Chrome White Paint Special Application Finishest2 Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi-gloss, unless specified otherwise, For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. Maximum Working Pressure 175 psi (12 bar) 100% Factory tested Hydrostatically to 500 psi (34.5 bar) Temperature Rating Classification Sprinkler I Cover I I Max. Ambient I Plate Temp. Ordinary 165°F/74°C 135°F/57°C 100°F/38°C Intermediate I 212°F/100°C I 165°F/74°C 1501F/66°C 2. Technical Data Sprinkler Model Sprinkler Inlet Total Adjustment Nominal Orifice Nominal K Factor _______ Thread Approvals Sprinkler Identification (SIN) US Metric G5-80 Non Adjustable 3%" (19mm) 17/33' (15mm) 8.0 115 3%" NPT (R3%) 1 RA3412 G5-56 Non Adjustable 34" (19mm) 1/2" (15mm) 1 5.6 80 ½" NPT (R½) 1,2,3.4,5 RA3415 G5-42 Non Adjustable 3%" (19mm) /,6" (10mm) 4.2 60 1/2" NPT (R1/2) 1 RA3413 G5-28 Non Adjustable 3%' (19mm) 3/8"(10mm) 2.8 40 ½" NPT (R1/2) 1,2 RA3411 For VdS Approval, temperature rating sprinkler 165°F!74°c and cover plate 135°F/57°C only! I" 1/2" REDUCING TEE OR ELBOW -" / 1" 3/4" REDUCING ( TEE OR ELBOW G5-80 ONLY 1ii1L i 2" [66.55mm] [5842mm] 0/A H L HOLE IN CEILING CUP " [19.05mm] MAX. COVER ADJUSTMENT I NNNNNN\ N N N N N N N 1/4 [6.35 MIN TO CEILING J I" [25.4mm] MAX. DROPPED DEFLECTOR TO CEILING 2-1/4" [57.15mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION '-CEILING FLAT COVER PLATE ] " [84.21mm] 0/A \ " [4 96mm] ASSEMBLY SPRINKLER COVER PLATE: 3/4" [19,05mh-i] ADJUSTMENT Notice FOR USE AS A REPLACEMENT OF MODEL G4A SPRINKLERS x 1/2 REDUCING TEE OR ELBOW - - - - -E- -t.............--- I,, -In-- JL RELIABLE P/N 6999991900 J- x ' BRASS NIPPLE EXT.'-- _ I 2 [66.55mm] y' [58.42mm] 014 HOLE IN CEILING 3-1/16 [77.72mm] MAX. CUP FACE OF FITTING TO FACE OF CEILING DIMENSION ' [19.05mm] MAX. COVER ADJUSTMENT 2-7/4" [57.15mm] MAX. FACE OF NIPPLE EXT TO FACE OF CEILING DIMENSION 1/4 [6.35mL,TO CEILING I 7" [25.4mm] MAX. DROPPED DEFLECTOR TO CEILING 3" [4.96mm] FLAT COVER PLATE _/ I ASSEMBLY SPRINKLER ,3" [84.2 1mm] 0/A. COVER PLATE: 3/4" [19.05mm] ADJUSTMENT . 1. Testing has shown that use of a "nipple extension" will not affect the listing of the sprinkler. For RETROFIT installations, per NFPA 13 (2010) section 8.15.19.4, "which allows the use of nipples as the same pipe thread size as the existing outlet when revamping existing systems". Do not exceed 8-18 ft-lbs of torque during installation. 9 Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address Manufactured by Reliable" ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 11/14 P/N 9999970421 Reliable ... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Are Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. tqCO Worldwide Fire Protection Contacts Products www.tyco-fire.com Model ESFR-17 16.8 K-factor Upright Sprinkler Early Suppression, Fast Response General Description TYCO Model ESFR-17 Upright Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 16.8 (Ref. Figure 1). They are suppression mode sprinklers that are especially advantageous as a means of eliminating in-rack sprinklers when protecting high-piled storage. Model ESFR-17 Sprinklers are primarily used for ceiling-only sprinkler protec- tion of (but not limited to) the following storage applications: most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics cartoned, expanded plastics some storage arrangements of rubber tires and roll paper For more specific criteria, refer to Table A in this technical data sheet as well as the applicable design standard. The Model ESFR-17 Upright Sprin- klers provide the system designer with an upright option to the traditional pendent ESFR Sprinklers. With a K-fac- tor of 16.8, Model ESFR-17 Sprinklers provide system designers with hydrau- lic and sprinkler placement options not presently available to traditional ESFR Sprinklers having a K-factor of 14.0. In particular, the Model ESFR-17 Upright Sprinklers are designed to operate at substantially lower-end head pressures compared to ESFR Sprinklers with 14.0 K-factors. This feature offers flexibility 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 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 4 when sizing system piping and posi- tioning the system piping with respect to the ceiling. Applications for the TYCO ESFR Sprin- klers are expanding beyond currently recognized installation standards. For information on research fire tests that may be acceptable to an authority having jurisdiction, contact Tyco Fire Protection Products (TFPP) Technical Services. IA!L)tLI The Model ESFR-17 Upright 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 (NFPA), in addition to the standards of any authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installa- tion guidelines. The general guidelines in this data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) TY7126 DECEMBER 2015 Technical Data. Approvals FM Approved CE Certified (Certificate of Conformity 1725-CPD-H0012) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connections 3/4 Inch NPT or ISO 7-13 3/4 Discharge Coefficient K=16.8 gpm/psi112 (241,9 pm/bar112) Temperature Ratings 165°F (74°C) and 212°F (100'C) Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector .........................Copper Compression Screw ..........Stainless Steel Hook ............................MONEL . .............. MONEL Strut .............. Link Assembly................Solder, Nickel Button .............................Brass Sealing Assembly. . Beryllium Nickel w/TEFLON Ejection Spring ..................INCONEL Deflector Nut........................Brass TFP3IG S TFP3I6 Page 2 of 4 2-9/16 DIA. (65,0 mm) 10 TEMPERATURE RATING Components: 2 ', / 1-Frame - 2 - Deflector 3 3 - Compression WRENCH Screw FLATS 4 - Hook 4 THERMAL 5 - Strut 3-5/8 SENSING 6 - Link Assembly (92,1 mm) ELEMENT 7 - Button 8 - Sealing Assembly 6 1/2 9 - Ejection Spring (12,7 mm) 10 - Deflector Nut .. NOMINAL 1-5/8 8 MAKE-IN (41,3 mm) 7 3/4 NPT 1 FIGURE 1 MODEL ESFR-17 UPRIGHT SPRINKLER, 16.8K EARLY SUPPRESSION, FAST RESPONSE S Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-17 Upright Sprinklers may be used for quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ; consequently, the appropriate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installation guidelines, since the following general guidelines are not intended to provide complete installation criteria. In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP312 Model ESFR-25 (1Y9226) K=25.2 Pendent Sprinkler TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP3I8 Model ESFR-1 (TY6226) K=14.0 Pendent Sprinkler System Type Wet Pipe Roof Construction Unobstructed or obstructed construc- tion (e.g., smooth ceiling, bar joists, beam and girder, and so forth) Where the depths of the solid struc- tural members (e.g., beams and stem) exceed 12 inches (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 inch rise for 12 inch run (16.7%) Maximum Coverage Area 100 ft.2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft.2 (5,8 m2) per NFPA 13 / FM Global 2-0 Maximum Spacing 12 feet (3,7 m) for building heights up to 30 feet (9,1 m) 10 feet (3,1 m) for building heights greater than 30 feet (9,1 m) Minimum Spacing 8 feet (2,4 m) Minimum Clearance to Commodity 36 inches (914 mm) NFPA 13 Deflector-to-Ceiling Distance 3 to 12 inches (76,2 to 304 mm) FM Global Centerline of Thermal Sensing Element-to-Ceiling Distance Refer to FM Global 2-0 for Storage Sprinklers. Obstructions below Upright ESFR Sprinklers, Including Branchlines Per the requirements of FM, obstruc- tions below upright ESFR Sprinklers can be ignored as follows open-web bar joists or trusses having chords no more than 4 inches (102 mm) wide bridging or wind bracing no more than 4 inches (102 mm) wide individual pipes and conduit 4 inches (102 mm) diameter or less 3 inch [DN80] pipe size or less will not require sprigs) individual groups of smaller pipe or conduit having a total width of 4 inches or less Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. S TFP3I6 Page 3 of 4 Storage Type NFPA FM Global Open Frame (i.e., no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 16 and 17 2-0 and 8-9 Solid Pile or Palletized Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 14 and 15 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM Global Chapter 12 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM Global Chapter 18 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM Global 8-21 (Refer to the Standard) Chapter 19 Flammable/Ignitable Liquid Storage N/A Refer to FM Global 7-29 (Refer to the Standard) Aerosol Storage N/A N/A (Refer to the Standard) Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) N/A - Not Applicable TABLE A MODEL ESFR-17 UPRIGHT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW Installation TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Upright Sprinklers must be installed in accor- dance with this section. General Instructions Avoid damage to the fusible Link Assembly during installation by using the Frame arms only to handle the sprinkler (i.e., do not apply pressure to the fusible Link Assembly) and by using the appropriate sprinkler wrench. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by apply- ing a minimum-to-maximum torque of 10 to 20 lbs-ft. (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-17 Upright Sprinkler in the Upright posi- tion (Ref. Figure 2). Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-17 Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-17 Upright Sprinkler using only the W-Type 21 Sprinkler Wrench (Ref. Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figure 1). Step 3. After installation, inspect the Link Assembly of each Model ESFR-17 Sprinkler for damage. In particular, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assembly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.81K Upright Sprinklers (TY7126), (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°C) ..................58-447-1-165 212°F (1 00°C) ................. 58-447-1 -214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.81K Upright Sprinklers (TY7126) with ISO 7-1 thread connection, (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-448-1 -165 212°F (100°C) ................. 58-448-1 -214 Sprinkler Wrench Specify: W-Type 21 Sprinkler Wrench, P/N 56-001-0-686 TFP3I6 Page 4 of 4 5 Care and Maintenance TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Upright 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, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. 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, S during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion Section). The owner 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 FireProtection Asso- ciation (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. tqco INCONEL and MON EL are trademark of Special Metals Corporation. Fire Protection Products TEFLON is trademark of the DuPont Corporation. S 100 BEAM CLAMP SMALL MOUTH S <8> C(S)US SIZE - 3/8" and 1/2' rod. MATERIAL - Ductile iron with hardened cup point set screw and jam nut. FINISH - Plain, Electro-Galvanized and H.D.G. and Stainless Steel. LISTING - UL in US and CANADA. APPROVAL- Factory Mutual Research. CONFORMS WITH: Federal Specification WW-H-171E Type 19 and 23 and Manufactures Standardization Society ANSI/MSS-SP-58 Type 19 and 23. FUNCTION - To hang from steel beam with flange thickness of less than 3/4". INSTALLATION - Per NFPA #13 - 3/8" rod will support 1/2" thru 4" pipe and 1/2" rod 5" thru 8" pipe. Install in accordance with ANSI/MSS-SP-69. Torque - 3/8"= 60 inch pounds. Torque - 1/2= 125 inch pounds. In the absence of a torque wrench, the set screw should be finger tightened and then an additional 1/3 turn applied to the set screw. FEATURES * Maintains CONSTANT HANGER CENTER-LINE, with set screw up or down. * Flat throat back prevents twisting during installation. ORDERING - Part #, rod size and finish. Index 5101 0 162 UNIVERSAL - RETAINING STRAP Nut optional, if insufficient rod dimension SIZE- One size fits both 3/8" and 1/2" rod or set screw. Available lengths 4" and longer. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING - UL in US and CANADA. PATENT - No. 5,897,088 FUNCTION - To offer more secure fastening of Beam Clamp to beam when danger of movement might be expected. INSTALLATION - Install tight to structure and component parts Minimum return on strap: 1" FEATURES * Fast installation for new construction or retrofit. * Requires no hanger disassembly to install. IMPORTANT NOTE: "No Nut Is Required" When installed tight to structure and component parts per good installation practice (See drawings provided) ORDERING - Part # and overall length. S 12/00 3 S z5J7~~7@§z 300 RING HANGER <8> C®US I thru 4 Inch pipe 1/2 and 3/4 inch pipe 5 thru 8 inch pipe SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mil. Galvanized to G-90 specification. FINISH - Mil. Galvanized and Stainless Steel. LISTING - UL in US and CANADA. APPROVAL - Factory Mutual Research. CONFORMS WITH: Federal Specification WW-H- 17 1 (Type 10), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 10); install in accordance with ANSI/MSS- SP-69. MAXIMUM TEMPERATURE - 650°F. FUNCTION - For fire sprinkler and general piping purposes. Swivel nut permits hanger adjustment after installation. FEATURES - 1 thru4 inch: * Offset edge for EASY pipe insertion. 1 thru 8 inch: * Full length knurl on swivel nut for better grip. UNIQUE FEATURES I thru 3 inch: * UL listed to accept AFCON #310 Surge Restrainer. * Swivel nut Retained in ring to keep the assembly intact prior to installation. Removed easily if needed. * UL listed for use on CPVC pipe. ORDERING - Part # and pipe size. Index 02/01 IMPERIAL MAX REC. LOAD LBS. METRIC PIPE ROD PIPE ROD 1/2 3/8 400 10 314 3/8 400 20 10 1 3/8 400 25 10 400 32 10 11/2 3/8 400 40 10 2 3/8 400 50 10 21/2 3/8 600 65 10 3 3/8 600 80 10 31/2 1 3/8 1 600 10 4 3/8 1000 100 10 5 1/2 1250 125 12 6 . 1250 150 1 12 8 1250 200 1 21 * Order Part #300m Note: 1/2' Ring Hanger not <FM> approved I fAc!n 655 ALL THREADED ROD CUT TO LENGTH ROD SIZE MAX. REC. LOAD LBS. FOR SERVICE TEMP. 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 NOTE; maximum Temperature: 750°F SIZE - 3/8 thru 7/8 inch rod in linch increments. MATERIAL - Carbon Steel. FINISH - Plain, Electro-Galvanized and Stainless Steel. ORDERING - Part #, rod diameter, rod length and finish. 2/00 (D S i #14 (Item #100-black) Sammys 1/4", 3/8" rod WOOD - Sammys WOODflV4" Rod(Vertical T1I3 fTTIT1 Use #14 Nut Driwr (Item #100) Item# Model Shk Lgth Shk Dia Box Qty Weight Case Qty 20 GST.750 3/4 1/4 100 4.75 1000 21 GST 100 1 1/4 100 5.00 1000 22 IGST 200 1 2 1/4 100 6.50 1000 23 IGST300 3 1/4 100 7.50 1000 24 1 GST 600 6 1 1/4 1 50 9.00 1 500 %XSII) ,141Rod (Vertical T1L3 rTflim Use #14 Nut Driwr (ltem#100) Approvals Item# Model Shk Lgth Shk Dia FMTest Load lb. ULTest Load lb. UIJFMActual Pipe Size Pullout Box Qty 10 GST.75 3/4 1/4 564#-6Ply 100 NFPA 11 GST 10 1 1/4 210# - 7/16 OSB100 6704 - 3/4" Ply UL-FM-NFPA 12 GST20 2 1/4 9404 850# 3/4-2 1/2 17604 - Fir 100 UL-NFPA * 27 GST25-380 21/2 3/8 15004 4 21134-Fir 50 UL-FM-NFPA 13 GST30 3 1/4 14754 1500# 3/4-4 20604- Fir 100 NFPA 403 GST40 4 1/4 2180# - Fir 50 NFPA 14 IGST60 6 1/4 2230# - Fir 50 #I4SW (Item #101-red) Sidewinders & Sammys 1/2" rod !XJII] Vi2" Rod(Vertical fjTTflTh Use #14SW Nut Driwr (Item #101) Item # Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight Case Qty 8 GST2 2 1/4 17604-Fir 50 7.00 500 * 06 GST 25-380 2 1/2 3/8 21134- Fir 50 10.00 500 15 GST3 1 3 1/4 22754- Fir 50 10.50 500 16 GST4 4 1/4 21804-Fir 50 10.60 k_,500 17 GST 6 1 6 1 1/4 22304- Fir 50 10.95 500 -- Not less than 2" nominal width (11/2") Wood Flooring TJI Joist/Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for items #27 and #06. Tools available on page 9. q Wood Joist Double Sheetrock Ceiling Minimum 2'mbedrn::flnt: base For vertical use. Installation material for NFPA 13 compliance Install in center oflowerface. yer NFPA 13., Page 4 UL Listings and CAD Drawings are available at www.SammySuperScrew.com Note Screws must be installed with appropriate nut driver to comply with warranty A Prestressed Concrete Page 5 I WOOD —Sidewinders TI WOOD - 1/4i(HorizontaluMount) Use #14SW Nut Driver (Item #101) Item # Model IShk Lgth Shk Dia I Actual I Box I Weight ICase Qty Shear/Pullout (per 100) 4016 SWG100 1 1/4 I 100 7.50 I 1000 300 SWG 200 2 1/4 1725# - Fir 100 8.00 1000 1t #I4SW (Item #101-red) Sidewinders & Sammysl/2" rod WOOD - 3/8" 1i!WI I Fimastm l Mount) Use Use #l4SW Nut Driwr (Item #101) Approvals Item # Model Shk Lgth Shk Dia ULTest Loadlb. ULJFM Pipe Size Actual Box Shear/Pullout Qty Weight (per 100) 18 SWG10 1 1/4 100 6.00 UL.NFPA 19 SWG20 2 1/4 1250# 3 17254 - Fir 100 7.00 UL.NFPA * 26 SWG25-380 21/2 3/8 15004 4 22494-Fir 50 10.25 25 I SWG30 3 1/4 1 1 1 1 50 8.50 Not less than 2" nominal width (11/2") up to 3 1/2" pipe; not less than 3" nominal ml,~ w1dth4"&5" pipe FloorJoist r _____________ TJI Joist! Truss Consult truss manufacturer for recommended installation point *pre_drilli,zg may be required for item #26. Tools available on page 9. Li Minimum 21/2" from bottom for branch lines. Minimum 3" from bottom I for mainlines. Exception: This requirement shall not apply to 2" or thicker nailing strips resting SHEETROCK -Toggie on top of steel beams. U OI VEIIlRod (Vertical flTTifl Use #14 Nut Driwr (Item#100) Item# Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight Case Qty (per 100) 71 SST300 3 1/4 450# Lath & Plaster 50 12.00 500 404# 2 Layers 5/8 Rock #14 (Item #100-black) Sammys 114", 3/8" rod S SHEET ROCK 3/8" Rod [&!1 Ik'.4riTrnT Use #14 Nut Driver (Item #100) Item# Model Shk Lgth Shk Dia Actual Pullout Pkg Qty Weight Case Qty (per 100) 70 SST3O 3 1/4 450# Lath & Plaster 50 12.00 500 404# 2 Layers 5/8 Rock Note: Screws toast be installed with appropriate trnf drh'erlo coatp!v with warraatj ?owers Snake+TM PRODUCT INFORMATION FASTENERS Snake+ Internally Threaded Screw Anchor The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance in cracked and uncracked concrete. Suitable base materials include normal- weight concrete, structural sand-lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. SECTION CONTENTS Page No. General Information....................1 Material Specifications................1 Installation Specifications...........2 Installation Instructions...............3 Performance Data........................4 Ordering Information ..................9 Suspending conduit Cable trays and strut Pipe supports Fire sprinklers Interior applications/low level corrosion environment Tension zone areas Seismic and wind loading applications Suspended lighting Snake+ + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICC-ES), ESR-2272 Code compliant with the IBC, and IRC (see report for applicable code editions) 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 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3024502 (see report for sizes) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems CSI Divisions: 03151-Concrete Anchoring and 05090-Metal Fastenings. Internally threaded anchors shall be Snake+ 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 Case hardened carbon steel Plating Zinc plating according to ASTM B 633, SC1, Type III (Fe/Zn 5) Minimum plating requirement for Mild Service Condition INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYP.) 1/4", 3/8" and 1/2" diameters SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck lon'T'E:111~M This Product Available In Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 S S ?owers FASTENERS PRODUCT INFORMATION Snake+TM Installation Information for Snake+ Screw Anchor for Single Point Applications"3 Nominal Anchor Size Anchor Property I Setting Information Notation Units 114" 318" 1/2" Nominal outside anchor diameter (do) in. (m 0.375 (9.5) 0.500 (12.7) 0.750 (19.1) Internal thread diameter (UNC) d in. (m 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Drill bit diameter db)t in. 3/8 1/2 ANSI 3/4 ANSI ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness2 hm,n in. (mm) 3 (76) 4 (102) 4 (102) Overall anchor length €anch in. 1-1/4 (32) 1-1/4 (32) 1-11/16 (mm) (43) Nominal embedment depth h in. 1-5/8 1-5/8 2-3116 (m (mm) (41) (41) (55) Effective embedment he1 in. (mm) Not Applicable 1.10 (28) 1.54 (39) Minimum edge distance2 Cmin ( in. mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance2 Smin in. (mm) Not Applicable 3 (76) 4 (102) Critical edge distance2 Cac in. (mm) Not Applicable 3 (76) 4 (102) Maximum impact wrench power (torque) Tscrew ft-lb. (N-m) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert Tmax ft.-lb. 4 14 36 element (threaded rod or bolt) (N-m) (6) (19) (49) The information presented in this table is to be used in conjunction with the design criteria of AOl 318 Appendix D. For installations through the soffit of steel deck into concrete, see illustration 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 3h,1 or 1.5 times the flute width. The notation in parenthesis is for the 2009 180. Dimensional Sketch for 5nake+ Screw Anchor Installed with Steel Insert Element _ ... 4 4 0•• • 4 4. •4 .... -u-. I , 4 4 0 4 dO_.IT 10 1 dO 1 4 . YhN — i t T*•'dbit 1 I - Do not exceed C. Do no[ exceed g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 Installation Instructions for Snake+ Screw Anchor ?owers Snake+TM PRODUCT INFORMANTION FASTERS A: A Ir=i A A A - A - A A 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the carbide drill bit used should • meet the requirements of ANSI Standard B212.15. 2.) Select a powered impact wrench that does not exceed the maximum torque, Tscrew, for the selected anchor diameter Attach the Snake+ setting tool supplied by Powers Fasteners to the impact wrench. Mount the anchor onto the setting tool. 3.) Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. 4.) Insert threaded rod or a bolt into the Snake+, taking care not to exceed the maximum specified tightening torque of the steel insert element, Tmax. Minimum thread engagement should be at least one anchor diameter Installation Detail for Snake+ Installed Through Soffit of Steel Deck into Concrete STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT / CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) / ,, UPPER FLUTE / r 1 CLR. MIN. (VALLEY) MIN. 3 . --'. -"- -:.; :.../ • .41 44 MAX 3 \ ANCHOR'( MIN. 41/2 MIN. 4-1/2' MIN. 12" (TYP) I (TYP) ._J L._.. MIN 1-14' I LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE g 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 11 I ?owers. FASTENERS PRODUCT INFORMANTION Snake+TM Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 2-3/16 (41) STEEL STRENGTH IN TENSION4 Minimum specified yield strength of steel insert element -' ksi (N/mm2) ASTM A36 360 (28) ksi (N/mm2) ASTM A193, Grade 87 105.0 (724) - Minimum specified ultimate strength of steel insert element ksi (N/mm2) ASTM A36 58.0 (400) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element in2 (mm2) 0.0775 0.1419 (50) (50) Steel strength in tension N lb (kN) [ ASTM A36 4,495 8,230 (0.0) (37.0) lb (kN) ASTM Al 93, Grade B7 [ 9,685 (43.1) - Reduction factor for steel strength34 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment he1 in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete3 kun0r - 24 30 Effectiveness factor for cracked concretes k - 17 24 Modification factor for cracked and uncracked concretes - Cracked concrete = 1.0 Uncracked concrete = 1.4 Critical edge distance C ] in. (mm) 3 (76) 4 (102) Reduction factor for concrete breakout strength3 0 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 PSI)6 Npuncr lb (kN) See note 7 See Note 7 Characteristic pullout strength, cracked concrete (2,500 PSI)6 N p, lb (kN) See note 7 See Note 7 Reduction factor for pullout strength3 - Condition B = 0.65. PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 ______________ Characteristic pullout strength, seismic(2,500P506.9 N lb (kN) See note 7 __________________ See Note 7 ____________ Reduction factor for pullout strength seismic3 0 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, uncracked concrete over steel deck6'10 NPdk , ,UflOT lb (kN) 1,515 1,625 (6.7) (.2) Characteristic pullout strength, cracked concrete over steel deck6.10 NPdk C,. ' ' lb (kN) 1,075 1,300 (4.8) I (5.8) Reduction factor for steel dec1<3 - Condition B = 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 toed combinations the additional requirements of Secrion 0.3.3 shall apply. Installation must comply with published instructions and details 48 values of owere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318 Section 0.4.5. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined byACI 318 Section 0.1. However, the anchor steel is classified as non-ductile in seismic tension calculations. Steel failure does not control in this condition. For all design cases use PcAl = 1.0. Select appropriate effectiveness factor for cracked concrete (k.) or uncracked concrete (k,,,,r). For all design cases use P= 1.0. For concrete compressive strength greater than 2,500 psi, Nw = (Pullout strength value from tabie)°(specified concrete compressive strengtiv2500)05. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-lightweight concrete provided that Nb and Npn are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for N5, dod, are for structural sand-lightweight concrete If, nm = 3,000 poll and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section D. 5.2 is not required for anchors installed in the flute (soffit). For 2003 IBC, 1u replaces f,; 14, replaces 14s; Pu replaces P;.and Neq replaces Wp,,j,. The notation in brackets is for the 2009 IBC. 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com S ?owers Snake+'M PRODUCT INFORMATION FASTENERS Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth h m in. (mm) 1-518 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of steel insert element Y ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm2) ASTM Al 93, Grade B7 105.0 (724) - Minimum specified ultimate strength of steel insert element ksi (N/MM' ASTM A36 ________________________________ 58 0 (4d0) ksi (N/mm2) ASTM Al 93, Grade B7 __________________ 125.0 - (862) Effective tensile stress area of steel insert element ifl2 (mm2) 0.0775 0.1419 (50) (50) Steel strength in shear5 V 10 lb (kN) ASTM A36 770 1,995 (3.4) (.9) lb (kN) ASTM Al 93, Grade B7 1,655 (7.4) - Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment h in. I (mm) (mm) 1.10 L (28) 1.54 (39) Load bearing length of anchor (het Of 8d0 whichever is less) 10 e in. in. 1.10 [ (28) 154 (39) Critical edge distance 0 - 3 (76) 4 (102) Reduction factor for concrete breakout3 0 - [ Condition B = 0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.0 for he1< 2.5 in, 2.O for hef~ 2.51n.) kCP - 1.0 2.0 Reduction factor for pryout strength3 0 - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS5 Steel strength in shear, seismic v 10 lb (kN) ASTM A36 8.9) lb 770 (3.4) 1,995 ( (kN) ASTM A193, Grade B7 1,655 (7.4) - Reduction factor for steel strength3 0 - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK8 Steel strength in shear, concrete over steel deckS Vvad&k, lb (J) ASTM A36 (9)____________ 770 (34) 1,995 lb (kN) ASTM Al 93, Grade 137 1,655 (74) - Reduction factor for steel strength in shear concrete over stud deck - Condition B = 0.60 The data in this table is intended to be used with the design provisions ofACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 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 UBC Section 1605.2.1, UBC Section 1612.2.1, or ACI 318 Section 9.2. If the load combinations of UBC Section 1902.2 or ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition P see ACI 318 D.4.4 for the appropriate 0 factor. . it is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined byACI 318 0.1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-20 in ACI 318-08 (ACI 318-05) and ACI 318 D.6.1.2. Anchors are permitted to be used in structural sand-lightweight concrete in accordance with Section 4.1 .11 of this report. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for Vsa,deck are for structural sand-lightweight concrete (f'çmin = 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 ACI 318 D.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. For 2003 IBC, 1wa replaces fut, Vsa replaces l'; 4 replaces 4 and Veq replaces Vs,seis. The notation in parenthesis is for the 2009 IBC. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers. FASTENERS PRODUCT INFORMATION Snake+tM Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight concrete with minimum slab thickness, h = h i,, and with the following conditions: - c is greater than or equal to the critical edge distance, c (table values based on c,,j = c c). - c2 is greater than or equal to 1.5 c /7/.) Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the Cl ,- controlling failure mode is listed (e.g. For tension.' steel, concrete breakout and pullout; For shear: steel, 1r'' Ca2 /7 h, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, hef, 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 AC! 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 AC! 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 Factored Design Strength for Snake+ in Cracked Concrete Minimum Concrete Compressive Strength, f'c (psi) Nominal Nominal Steel Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size (in.) hnom (in.) Element (Threaded ØN 4) V, ØN 4) V çbN 4) V ØN 4) V,, ØN 4) V,, Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 635 700 805 985 1,140 of 3/8 1-5/8 ATvA3 Grade B7 635 685 700 750 805 I 870 985 970 1,140 1,065 1/2 2-3/16 ASTMA36 1,490 1,63 1,885 2,310 2,665 Tension and Shear Factored Design Strength for Snake+ in Uncracked Concrete Minimum Concrete Compressive Strength, ft (psi) Nominal Nominal Steel Anchor Embed, Insert 2,500 3,000 4,000 6,000 I 8,000 Size (in.) hnom (in.) Element readed ó v V ØN o v I I v ØN11 V Rod or Soft) Tension Shear Tension Shear Tension Shear Tension I Shear I Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) I (lbs.) (lbs.) (lbs ) I (lbs.) (lbs.) ASTMA36 900 985 1,140 1,395 1,610 3/8 1-5/8 ASTMA193 Grade B7 900 970 985 1,060 1,140 JU* 1,395 1,610 1/2 2-3/16 1 ASTMA36 1,865 2,040 2,355 2,885 fiI] 3,335 Legend Steel Strength Controls I J Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 6 ?owers Snake+' PRODUCT INFORMATION FASTENERS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. no- of anchorage points k, n, n at least 1 anchor per anchorage point Anchors qualified for redundant applications may be designed for use in normal n it 11 / U weight and sand-lightweight cracked and uncracked concrete. Concrete linear element compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only Redundant applications shall be limited to support of nonstructural elements. Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables Design values for use with allowable stress design shall be established taking Rd, ASD = Cr = the total number of anchorage points supporting the linear element = number of anchors per anchorage point of n. = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or Where o( is the conversion factor calculated as the weighted average of the load factors fro the ACI 318 Section 9.2 controlling load combination. The conversion factor, of is equal to 1.4 assuming all dead load. STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking See redundant fastening design information table for Snaket- design resistance. 'it, n2 = 4) www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 n ?owers FASTENERS PRODUCT INFORMATION Snake+M Installation Table for Snake+ Screw Anchor in Redundant Fastening Applications Nominal Anchor Size Anchor Property I Setting Information Notation Units 1/4" 3/8" 1/2" Nominal drill bit diameter dbit in. 3/8" 1/2" ANSI 3/4" ANSI ANSI Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment hef in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth h in. (mm) 2 (51) 2 (51) 2-1/2 (64) Minimum concrete member thickness hm jn in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) Overall anchor length ran in. (mm) 1.10 (28) 1.54ch 1.10 (28) (39) Minimum edge distance redundant in. 4 4 4 fastening' cc, I (mm) (102) (102) (102) Mininum spacing distance, redundant Smin in. 8 8 8 fastening' (mm) (203) (203) (203) Maximum tightening torque Tmax ft-lb. 4 (6) 14 (19) 36 (N-rn) (49) Maximum impact wrench power (torque) Tscrew ft.-lb. (N-m) 120 (163) 345 (468) 345 (468) 1 Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors1'2'3 Design Characteristic Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Anchor category 1, 2 or 3 - 1 1 1 Nominal embedment depth in 1 5/8 (41) 15/8 (41) 23/16(mm) (55) CHARACTERISTIC _STRENGTH IN _(RESISTANCE)_INSTALLED CONCRETE4'5 Resistance, cracked or uncracked concrete (2,500psi) Fw lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points 2!4 n1 ~ 3 n1 ~ 4 n1 2!3 n1 2-:2:4 n1 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Effective tensile stress area 01 - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 Resistance, cracked or uncracked concrete over steel deck (2,500 psi) Fw lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points 2!4 n1 ~ 3 n1 2-4 n1 ~ 3 n1 2-2t4 n1 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Strength reduction factor3 Ora - 0.65 The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. installation must comply with published instructions and details. All values of 0 were determined from the load combinations of UBC Suction 1605.2. 1, UBC Section 1612.2.1, or ACI 318 Section 9.2. it is assumed that the threaded rod or bolt used with the Snake-i- anchor has minimum specified properties as listed in the table above or an eouivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 wwwpowers.com Cat. No. Anchor Size Embedment internal Depth Std. Box Std. Ctn.Thread 6400SD 1/4" 1-5/8" 11/32" 100 1,000 6401S0 3/8" 1-5/8" 23/32" 50 500 6403SD 1/2 2-1/2" 15/16" 50 300 Setting Tool for Snake+ Screw Anchor 1] powers Snake+TM PRODUCT INFORMATION FASTENERS Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1234 Minimum Concrete Compressive Strength Anchor Diameter Minimum Embedment Depth = 2,500 psi fc = 3,000 psi f',, = 6,000 psi in. in. (17.2 MPa) (20.7 MPa) (41.4 MPa) (mm) (mm) Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2,130 1,045 2,335 1,045 (6.3) (41) (9.5) (4.6) (10.4) (4.6) - - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (9.5) (41) (9.7) (4.6) (10.6) (4.6) (14.2) (1.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7425 2,050 (12.7) (55) (24.9) (9.1) (7.3) (9.1) (3.1) (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities roust be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402SD 1/4" 1 64075D 3/8" 1 6404SD 1 1/2" 1 © 2011 Powers Fasteners, Inc. All Rights Reserved. Snake+ is a registered trademark of Powers Fasteners, Inc. For the most current product information please visit mwwpowers.com. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 S