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1925 PALOMAR OAKS WAY; 210; FPC2018-0209; Permit
PERMIT REPORT city of Carlsbad Print Date: 12/16/2021 Permit No: FPC2018-0209 Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: 1925 PALOMAR OAKS WAY, # 210, FIRE-Construction Commercial 2120911800 $147,436.70 CARLSBAD, CA 92008-6526 Status: Closed - Finaled Work Class: Fire Sprinklers Track #: Applied: 07/12/2018 Lot #: Issued: Project #: Finaled Close Out: 02/03/2021 Plan #: Construction Type: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: OUM & CO - SPRINKLER TI (22 HEADS) OFFICE TO OFFICE TI Applicant: TOTAL FIRE PROTECTION INC JOHN CAPUTO 1611A S MELROSE DR VISTA, CA 92081-5407 (760) 525-4329 FPContractor: TOTAL FIRE PROTECTION INC 1611S MELROSE PL, #244 VISTA, CA 92081-5471 (760) 525-4329 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov fpclol%-oO261 MATERIAL DATA SUBMITTAL OUM 1925 Palomar Oaks Way Suite 210 Carlsbad, CA 92008 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 F1FR56 Sprinkler 21 Hanger Afcon Fig. 100 Beam Clamp 22 Hanger Afcon Fig. 162 Retaining Strap 23 Hanger Afcon Fig. 300 Ring Hanger 24 Hanger Afcon Fig 655 All Thread Rod 25-33 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) 724-4329 C16-955387 tfpjohncgmail.com DynamThread 0 Full Line Sch-40 Replacement Dyna-Thread offers the life expectancy of 5ch40 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 Sch40 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. (9 <~> @ 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 (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. 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 40/Dyna- 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). Specifications NPS Nominal I.D. WI. WI. (H20 Filled) Pcs/ Wt/Lift (21') WIJ1.ift (24') WI/LIft (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 105 1¼' 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 2519 40 41.6 3.4 4.79 44 959 1097 114 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 103 'I' 16100 S. Lathrop Harvey, IL 60426 tqco/Flow Control c'IiIe.1 11350 Norcom Rd. • Philadelphia, PA 19154 TUBE& CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Customer Service: (800) 882-5543 Fax 708-339-180,0 S3-3 Submittal Data Sheet Dyna-Thread S 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 S 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 40/ 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 1.0. WI. WI. (H20 Filled) Pcsl Wtltilt (21') Wtilift (241) W1IUII (251) In; mm In; mm Lbs/Fl; Kg/rn Lbs/Fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 1051 1¼' 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 2.104 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 1, 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 Up L Ei with Exterior galvanized coating. BIT is (0 manufactured with Black lacquer coating. Listed Approved Listed Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: S3-4 tqC0 /Fire & Building I Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 S S Pipe Fittings NPT Threaded, Ductile Iron General Description The Tycoe 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 131.20.1 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 overtightening 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- cress or implied, including warranties of merchantability and fitness for a carticular curpose. 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 Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. registered trademark of E. I. du Pont de Nemours and Company or Its affiliates. TFPI7IO Page 2oflO TFPI7I0 Nominal Pipe Size ANSI A Inches Inches Part DN (mm) Number (kg) 1/2 1.13 86780 DN15 (28,7) (0,09) 3/4 1.31 86781 DN20 (33,3) (0,15) 1 1.50 86280 DN25 (38,1) (0,21) 1-1/4 1.75 86281 0N32 (44,5) (0,33) 1-1/2 1.94 86282 DN40 (49,3) (0,42) 2 2.25 86283 0N50 (57,1) ____ 2-1/2 2.69 86782 0N65 (68,3) ________ fl S FIGURE 811 FIGURE 813 900 ELBOW 450 ELBOW Figure 811 Figure 813 B Approx. A B Approx. Inches Weight Part Inches Inches Weight (mm) Lb8. Number (mm) (mm) Lbs. (kg) 0.56 0.24 86206 0.88 0.38 0.22 (14,2) (0,11) (22,4) (9,7) 0.75 0.40 86205 1.00 0.44 0.33 (19,0) (0,18) (25,4) (11,2) 0.81 0.64 86200 1.13 0.81 0.48 (20,6) (0,29) (28,7) (20,6) 1.06 0.95 86201 1.31 0.63 0.73 (26,9) (0,43) (33,3) (16,0) 1.19 1.24 86202 1.44 0.69 0.93 (30,2) (0,56) (36,6) (17,5) 1.50 1.74 86203 1.68 0.94 1.55 (38,1) (0,79) (42,7) (23,9) (0,70) 1.56 3.28 86204 1,94 1.00 2.70 (39,6) (1,49) (49,3) (25,4) (1122) TABLE 1 NOMINAL DIMENSIONS FIGURES 811 & 813 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) 314x1/2 1.19 1.19 0.63 0.63 0.33 86342 DN20x15 (30,2) (30,2) (16,0) (16,0) (0,15) 1 x 1/2 1.25 1.38 0.56 0.81 0.44 86210 0N25 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) 1-1/4 x 1/2 1.31 1.50 0.63 0.94 0.64 86212 DN32 x 15 (33,3) (38,1) (160) (23,9) (0,29) 1-1/4x314 1.44 1.63 0.75 1.06 0.75 86213 DN32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34) 1-1/4x1 1.56 1.68 0.88 1.00 0.77 86214 0N32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35) 1-1/2x3/4 1.50 1.75 0.75 1.19 0.95 86221 0N40 x 20 (38,1) (44,4) (19,0) (30,2) (0,43) 1-1/2 x 1 1.63 1.81 0.88 1.13 0.99 86215 DN40 x 25 (41,4) (46,0) (22,4) (28,7) (0,45) 1-1/2x1-1/4 1.81 1.88 1.13 1.19 1.14 86216 DN40 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 DN50 x 20 (41,4) (49,3) (22,4) (35,1) (0,63) 2x1 1.75 2.06 2.00 1.31 1.58 86218 DN5Ox25 (44,4) (52,3) (50,8) (33,3) (0,72) 2x1-1/2 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) (66,8) (31,8) (47,8) (1,36) 1 TABLE 2 NOMINAL DIMENSIONS FIGURE 812 0 S TFPI7I0 Page 5of 10 _ L—A7 fr El UJii FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING TABLE 4 NOMINAL DIMENSIONS FIGURES 814 & 818 Figure 814 Figure 818 A B Approx. A B Inches Inches Weight Part Inches inches (mm) (mm) Lbs. Number (mm) (mm) (kg) 1.13 0.56 0.33 86340 1.38 0.31 (28,7) (14,2) (0115) (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 0.38 (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 95233 2.63 1.13 (5711) (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) Nominal Pipe Size Approx. ANSI Inches Weight Part DN Lbs. Number (kg) 1/2 0.18 72779 DN15 (0,08) 3/4 0.26 72778 DN20 (0,11) 1 0.44 72755 DN25 (0,20) 1-1/4 0.54 72754 DN32 (0,24) 1-1/2 0.71 72753 0N40 (0,32) 2 1.15 72752 DNSO (0,52) 2-1/2 2.29 72758 DN65 (1,04) 0 TFPI7IO Page 6of 10 S Page 7 of 10 rFP1710 FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A B C D E F Approx. ANSI Inches Inches inches Inches Inches Inches Inches Weight Part ON (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number (kg) 1-1/2x1-1/4x112 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) 1-1/2x1-114x314 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) (30,1) (0,50) 1-1/2x1-1/4x1 1.63 1.56 1,81 0.88 0.88 1.13 1.31 86259 0N40 x 32 x 25 (41.4) (39,7) (46,0) (22,4) (22,4) (28,7) (0,59) 1-1/2x1-1/4x2 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) 1-1/2x1-1/2x1/2 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) 1-112x1-1/2x1 1.63 1.63 1.81 0.88 0.88 1.13 1.38 86263 DN40x40x25 (41,2) (41,2) (46,0) (22,4) (22.4) (28,7) (0,62) 1-112x1-112x1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264 DN40 x 40 x 32 (46,0) (46.0) (47,6) (27,0) (27,0) (30,1) (0,68) 1-112x1-1/2x2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 86285 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 0N50 x 25 x 50 (57,2) (50,8) (57,2) (38,1) (33,3) (38,1) (0.99) 2x1-1/4x2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 86267 DN50x32x50 (57,2) (54,1 ) (57.2) (38,1) (36,6) (38,1) (1,05) 2x1-l/2x1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 86268 DN50 x 40 x 15 (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 DNSO x 40 x 20 (41,4) (38,1) (49,3) (22,4) (19,0) (35,0) (0,73) 2x1-1/2x1 1.75 1.63 2.00 1.00 0.88 1.31 1.65 86270 DN50x40x25 (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 DN50 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) 2 x 2 x 1/2 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) 2x2x3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 86223 DN50 x 50 x 20 (41,4) 1 (41,4) (49,3) 1 (22,4) (22.4) (35,0) (0,76) 2x2x1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 86224 DNSO x 50 x 25 (44,5) (44,5) (50.8) (25,4) (25.4) (33,3) (0,86) 2x2x1-1/4 1.88 1.88 2.13 1.13 1.13 1.44 2.05 86225 0N50 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 ON50x50x40 (50,8) (50,8) (55,6) (31,8) (31.8) (38,1) (0,9$) 2 x 2 x 2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 367 86227 0N50 x 50 x 65 (66.8) (66.8) (60.5) (44,5) (47.8) (36,6) (1.66i __ 2-1/2 x 2 x 3/4 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) S I NOMINAL DIMENSIONS FIGURE 815 Page 8 of 10 TFPI7IO S E III ..r iiu S FIGURE 820 820 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 Part Inches Inches Weight Part Inches Weight Part DN (mm) Lbs. Number (mm) (mm) Lbs. Number (mm) Number (kg) (kg) 1/2 DN15 088 (22,4) 0.15 (0,06) 72776 1.88 (47,8) 0.81 (20,6) 0.47 (0,21) 86207 0.94 (23,9) 0.10 (0,04) 86292 3/4 1.00 0.22 72777 2.00 0.94 0.66 86275 1.13 0.18 86293 DN20 (25,4) (0,10) (50,8) (23,9) (0,30) (28,7) (0,08) 1 DN25 1.18 (30,0) 0.33 (0,15) 72824 2.19 (55,6) 0.81 (20,6) 1.08 (0,49) 86276 1.25 (31,7) 0.28 (0,13) 86294 1-1/4 IJN32 1.31 (33,3) 0.54 (0,24) 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 0N40 1.38 (35,1) 0.68 (0,31) 72822 2.63 (66,8) 1.19 (30,2) 2.03 (0,92) 86278 1.44 (36,6) 0.70 (0,32) 86296 2 0N50 1.50 (38,1) 0.96 (0,43) 72823 3.13 (79,5) 1.63 (41,4) 3.15 (1,43) 86279 1.50 (38,1) 0.90 (0,41) 86297 2-1/2 1.75 1.80 72825 - - - - - - - DN65 (44,5) (0182) TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719 0 01 TFPI7I0 Page 9of 10 jjl 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 - - - - - - - DN15 x 15 (38,1) (0,09) 1/2 x 1/2 2,00 0.27 72980 - - - - - - - DN15 x 15 (50,8) (0,12) 3/4 x 3/4 1.50 0.22 72981 - - - - - - - 0N20 x 20 (38,1) (0,10) 3/4 x 3/4 2.00 0.31 73982 - - - - - - - DN20 x 20 (5018) (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 DN25 x 20 (26,9) (0,08) (43,2) (12,7) (0,24) 1-1/4x1 - - - 1.19 0.31 72763 - - - - 0N32 x 25 (30,2) (0,14) 1-1/2x1 - - 1,25 0.53 72757 - - - - 0N40 x 25 (31,7) (0,24) 1-1/2x1-1/4 - - - 1.25 0.35 72764 - - - - DN40x32 (31,7) (0,10) 2x1 - - 1.38 0.75 72759 - - - - DN50x25 (35,1) (0,34) 2x1-1/4 - - - 1.38 0.69 72761 - - - - DNSO x 32 (35,1) (0,31) 2x1-1/2 1.38 0.62 72775 - - - - (35,1) (0,28) 9 General Description ListinglApproval Inlormatron fl tJJC0 /Fire & Building 1 Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 40-5 Strap S 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 well as withtheapplicable standards of the National Fire Protection Association, in addition to the standards ofanyotherauthorifies ha ving jurisdiction. Failure to do so mayimpair the performance of 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 B-633, Type Ill 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, fig ure 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 lire protection system and devices in accordance with the applicable standards of tile National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or 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 forand property installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownership withTyco Fire Products orfor products and components which have been subject to misuse, improperinstallation, corrosion, orwhith have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthestandardsof any olherAuthoritiesHaving Jurisdiction. Materials found bylyco 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,anyotherobligahoninconnectionwith the sale of products or parts of products. Tyco Are Productsshallnotberesponsibleforspiinklersystem designerrorsorinaccurateorincompleteinformation 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 CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER1YCOFIREPRODUCTSWASINFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENTSHALL1YCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FORJRRi EREMITE $MlOEUiLIEIJOF MY AND ALL OTHER WAm14IT7EUXPRE&SOR (B TFPI72O 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. 1V4° x 1h" 2.00 1.50 3.50 1.20 13'ie 0.84 50.8 38.1 88.9 30.5 30.2 0.4 11/4 x 3/411 2.00 1.50 3.50 1.20 13/is 0.88 50.8 38.1 88.9 30.5 30.2 0.4 1'/a" x 1' 2.31 1.68 3.50 1.20 1/i 1.13 58.7 42.7 88.9 30.5 30.2 0.5 1Y? X 1/2" 2.12 1.62 3.50 1.32 13'i6 0.84 53.8 41.1 88.9 33.5 30.2 0.4 11/20 X3/4° 2.12 1.62 3.50 1.32 1/is 0.88 53.8 41.1 88.9 33.5 30.2 0.4 11/20 X 1" 2.43 1.80 3.50 1.32 1/l6 1.13 61.7 45.7 88.9 33.5 30.2 0.5 211 x 1/2" 2.36 1.86 3.74 1.55 1/1e 0.88 59.9 47.2 95.0 39.4 30.2 1 0.4 2' x 3/Il 2.36 1.86 3.74 1.55 13/is 0.95 59.9 47.2 95.0 39.4 30.2 0.4 20x ii 2.67 2.04 3.74 1.55 1346 1.16 67.8 51.8 95.0 39.4 30.2 0.5 21/2" x 1/211 2.61 2.11 4.25 1.80 1/16 0.90 66.3 53.6 108.0 45.7 30.2 0.4 21/2' X3/4° 2.61 2.11 4.25 1.80 1/i6 0.99 66.3 1 53.6 1 108.0 45.7 30.2 - 0.4 21!2" x 1 2.92 1 2.29 1 4.25 1.80 1/16 1.21 74.2 58.2 108.01 45.7 30.2 0.5 Item Description 1 Housing 2 Gasket 3 Flanged Nut 4 1 U-Bolt Fitting Size Equivalent Length (1 inch pipe) 11/4°X if. 8 11/2"X 1° 6 2x 1* 6 2/" x 1" 4 The friction loss for these outlets Is specified In equivalent length of 1 inch Schedule 40 (C=120) pipe. S Page 2 of 2 TFP1 720 Figure 40-5 Strap S 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. (:12) General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure IS that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions (IH-1000). Never remove any piping component or corrector 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. . Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. Upright Pendent Vertical Sidewall Horizontal Sidewall .—.\ .." \.- ;::,:y;.:,, Recessed Concealed Horizontal Sidewall Pendent 41 R 11abil Model Fl FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Bulletin 014 Rev. L Model Fl FR Series Quick Response Standard Spray C C -J Model Fl FR56 Recessed Sprinkler Types Standard Pendent/Fl/F2/FP Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Pendent Model F1FR42, 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 Spunkier Types* Standard Pendent Less than 0.25% Lead Content Conventional Recessed Pendent/Fl/F2 Recessed Pendent/FP It — XLH Recessed Pendent F1/F2 Listing & Approvals Underwriters Laboratories Inc. and Certified for Canada (cULus). Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS Schadenverhutung GmbH 5 *p45 Certified to NSF/ANSi Standard 61 Annex G 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-4025 1 (RA1 425), 0786-CPD-40252 (RA1 475) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Product Description Reliable Models F1 FR56, F1FR56LL, 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 El FR56, Fl FR56LL, F1FR42, Fl FR42LL, 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 XLH Recessed hermetically sealed inside a precisely Pendent FP 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. F1FRXLH & F1FR28 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 F1 FR56, F1FR56LL, 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 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. */ tie Deflector (XLH Only) Load Screw Washer Bulb Frame Cup O14FGO6A Model F1FR42, F1FRXLH Upright Technical data: Thread Max. Mm. Temperature Models Discharge Coefficient Response Size Working Working Rating Finish Pressure Pressure F1FR56 **F1 FR56LL0 K5.6 Quick 1/2" NPT See See F1FR42 **F1FR42LL(l) K 4.2 Response (R1/2) 175 PSI 7 PSI Temperature "Finish Table" Fl FRXLH Ratings" Table. F1FR28 K2.8 "Low Lead Sprinklers available only with Temperature Rating 200°F/930C 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 QM Brass or or or coated with FIFE Adhesive Glass **Low Lead Brass or CDA Alloy5lo CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape S 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 (SIN) Size US Metric I Height I Organization Upright Pendent Standard-Upright (SSU) and Pendent Deflectors Marked to Indicate Position 1/2" (15mm) (1) 1/2" NPT (R1/2) 5.6 I 80 2.25" (57mm) 1, 2, 3, 4, 6 I 7/16" (10mm) 1/2" NPT(R1/2) 4.2 60 2.25" (57mm) 1 RA142314 RA14134 3/8" (10mm) 1/2" NPT(R1/2) 2.8 40 2.25" (57mm) 1 RA142114 RA14114 Conventional-Install in Upright or Pendent Position 15mm (1) 1/2" NFl (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 PIFE (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 Orifice Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number (SIN) Size US Metric Height Organization Pendent Standard-Pendent Deflectors Marked to Indicate Position 1/2" (15mm)1 1/2" NPT(R1/2) 5.6 I 80 2.25" (57mm) 1,5 RA1415 7/16" (11mm) 1/2" NPT(R1/2) 4.2 60 2.25" (57mm) 1,5 RA1410 " cULus listed corrosion resistant (Polyester coated) sprinkler. S *DuPont Registered Trademark 3. 4. Vertical Sidewall *DuPont Registered Trademark Sprinkler Type Deflector to Ceiling Distance (Mm. -Max.) Upright 4(102mm) - 12" (305mm) Pendent 4" (102mm) - 12" (305mm) Model Fl FR56, Fl FR42, Fl FRXLH & Fl FR28 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) RA1414 7/16" (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) RA1413 3/8" (10mm) 1 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" NFl (R1/2) 4.2 60 1 2.25" (57mm) RA1410 " Refer to escutcheon data table for approvals & dimensions S —'ar-- I- U 112' HOC 7551 / 1 FACE OF 07555 \ r\ I To FACE OF COlONS UMEILSON - flU EESEERE AT MAXIMUM RECESS - 7T25.4,,,,,,J AT MINIMUM RECESS 3AT2.5,,,.1 AT MINIMUM RECESS - /8!95.1 II1ERi AT ~MUM RECESS 314 112TCE.7,1 I HlW-RHVlF- —1 V////'A I 11lI I I j1 :r IS 7 1 51i I \\&UAUi r At MLXIMUM RECESS - I-7/OY2NE,,,,,,) Al. RECESS - -5/8T4.3,vJ Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28F1 or F2 __—S N 7/2 - ROCCER 2 5/ ELk (6C7,s,,J HOLE IN CCEUNG 2 5/I6 DR. [517,,,,,1 CUP FACE OF FIllING ID FACE OF COlONS OLMENSION IT MAXIMUM RECESS - IT MIMMUM RECESS AT MINIMUM RECESS - IT25.4mroJ (XTI2.7,,,,,,) J AT AMSIMLIM RECESS - 9/I6t14..55m1 3 1/411 f82.6mmJ 1 Model F1 FR56, F1FR56LL, F1FR42, F1FR42LL, 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 Metric Orifice Thread Size Height Organizations Identification Numbers (SIN) ½" (15mm) ½" NPT (R1/2) 5.6 80 2.25" (57mm) 1, 2, 3 RA148523 15mm 112"NPT(R1/2)_5.6 80 2.25" (57mm) 3" LPC Approval is for pendent position only. cULus Listed corrosion resistant (Polyester coated) sprinkler. Electroless Nickel FIFE (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 Ordinary Numbers (SIN) Hazard ½" (15mm) ½" NPT (R1/2) 5.6 80 2.63" (67mm) 1,2 1 " cULus Listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Electroless Nickel PTFE (Teflon®)* Plated - cULus listed corrosion Resistant S Y (1) 4"-12 1 15/16" DIA....Li_ (I01.6mm-304.8mm CEILING TO L9.2mm] 227/32 DIA COLLAR UNTIL J [722mm DEFLECTOR [4 URN TIGHT AGAINST SPRINKLER Fl ESCUTCHEON WRENCH BOSS. H I 3/4719mm] ADJUSTMENT F2 ESCUTCHEON 1/2712.7mm] ADJUSTMENT RECESSED HSW W/F1 OR F2 ESCUTCHEON (I) FM APPROVED FOR 4 - 6" [10 1.6MM - 752.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = I "[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS .5/4(19mm] AT MINIMUM RECESS = 3/8(9.5mm] 2 1/4" HOLE 0/A. [5 7.2mm] 1" X 1/2" REDUCER Fl ESCUTCHEON AT MAXIMUM RECESS 1-3/8734.9mm] H ,/' AT MINIMUM RECESS = 2-7/76752.4mm] / _ F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8(41.3mm] -] -'-1/8" AT MINIMUM RECESS = 2-1/16752.4mm] zI [3.2mm] S 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 AOl 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 F1 FR 1350F/570c 1350F/570c 100°F/380c Orange 1 RA1414 ½" (15mm) 5,6 80 1 ½" NPT I F1 FR 1550F/68°c 1350F/570c 100°F/380c Red 1 1, 4(1), 6 RA1414 ½" (15mm) 5,6 80 ½" NPT F1 FR 1750F/79°c 165°F/74°c 100°F/38°c Yellow 1 RA1414 ½" (15mm) 5,6 80 ½" NPT F1 FR 200°F/930c 1650F/740c 1500F/650c Green 1 RA1414 "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 I "K" Factor I I Thread Size I I Model I Temp. Rating Max. Ambient Bulb Color Approvals Sprinkler Identification US Metric Sprinkler I I Cover Temp Number(SIN) ½" (15mm) 5,6 80 ½" NPT F1FR56LL 200°F/930c 1650F/740c 150°F/650c Green 1,5 RA1414 *DuPont Registered Trademark 5' - 2 5/8" 0/A. HOLE IN CEILING 1 1/2' MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION I 3/4" I" x 1/2" REDUCING TEE OR ELBOW S —E. 2 5/16" 0/A - CUP -.._._ CEILING -' - 1/2" MAX. I COVER ADJUSTMENT COVER PLATE - ASSEMBLY 5/16" 0/A. SPRINKLER —2 5/8" OIA. HOLE IN CEILING I 1/2" MAX. FACE OF FITTING _.._.._TO FACE OF CEILING DIMENSION 15/16" 1" x 1/2" REDUCING TEE OR ELBOW 2 5/16" 0/A - CUP - 5/16" MAX. J COVER ADJUSTMENT r— COVER PLATE— ASSEMBLY /16"DIA. SPRINKLER S CONCEALED, 1/2" ADJUSTMENT Figure 1 Installation Aid A protective cap is included for use during installation, Important: The F1FR56 Sprinkler with Model COP 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 & Fl FR28 Sprinklers, use the Model D Sprinkler Wrench. Use the Model GFR2 Wrench for install- ing F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent Sprinklers, Any other type of wrench may damage these sprinklers. NOTE: A leak tight 1/2" NPT (R112) 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 & F1FR56LLICCP Concealed Sprinkler use the 1/2" orifice, ½" NPT (R112), Model F1FR56 & Fl FR56LL Pendent Sprinkler with a threaded Model OCR cup which is factory attached to the sprinklers. The Model F1FR56 Pndent is available in temperature rating of 135°F (570C), 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 COP 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 Fl FR56 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 CONCEALED, 5/16" ADJUSTMENT a,,, 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 2/8" (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 RO1 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 Fl FR56 Pendent Sprinkler or the use of the Model COP 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. S Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color 0 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) 1 141 1 286 1 225°F (107°C) Blue Not available for recessed sprinklers. Escutcheon Data (1) (1) SIN RA1435 - cULus permits use with Fl F2 or P 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, F1FR42LL, F1FRXLH & F1FR28 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. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) Standard Finishes Sprinkler Escutcheon Cover platet1t Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (4)(5)(6) 1 White Painted Special Application Finishes Sprinkler Escutcheon Cover plate0t Electroless Nickel PTFE(Teflon9)*(7) Electroless Nickel PTFE (Teflon®)* Bright Brass rig Bright Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2116) Black Paint I Off White Off White (2)(6) Off White Satin Chrome Chrome Dull 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. 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 only to 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 Escutcheon Finish (where applicable) Cover plate Model Cover plate Thread size Cover plate Temperature Cover plate Adjustment Cover plate Finish Note: When Model Fl FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. *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 S • 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" 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 0 Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 09/14 P/N 9999970300 100 BEAM CLAMP SMALL MOUTH 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- 171 E 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/1\4SS-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. S Index 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 - Mil. 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 Index () S 300 RING HANGER S zS A)US I thru 4 Inch pipe 112 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 thru 4 inch: * Offset edge for EASY pipe insertion. 1 thru 8 inch: * Full length knurl on swivel nut for better grip. UNIQUE FEATURES 1 thru3 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 IMPERIAL MAX REC. LOAD LBS. METRIC* PIPE ROD PIPE ROD 112 3/8 400 10 3/4 3/8 400 20 10 1 3/8 400 s 10 11/4 3/8 400 32 10 11/2 400 40 10 2 400 50 10 2112 3/8 600 65 10 3 3/8 600 80 10 31/2 3/8 600 10 4 3/8 1000 100 5 1/2 1250 125 12 6 1250 150 12 8 1250 Order Part #300m Note: 1/2 Ring Hanger not <FM> approved F~ 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 MOTE; 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 E4 C ?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 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. 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 F%" 0, CM04 011H 111 , S 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 This Product Available In PDA Powers Design Assist Real Time Anchor Design Software www.poweisdesignassist.com 4... .•, ..,.... : :-'-.. - _4..•• . . - .. •.•, . . - .;4.::1::4. .: -Powers FASTENERS PRODUCT INFORMATION Snake+TM Installation Information for Snake+ Screw Anchor for Single Point Applications13 Nominal Anchor Size Anchor Property I Setting Information Notation Units 114" 3/8" 1/2" Nominal outside anchor diameter (d8) in. 0.375 (9.5) 0.500 (12.7) 0.750 (mm) (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Drill bit diameter dbjt 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 thicknes52 hmjn in. m) 3 (76) 4 (102) 4 (m (102) Overall anchor length eanch in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Nominal embedment depth h,. in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Effective embedment h ei in. (mm) Not Applicable 1.10 (28) 1.54 (39) Minimum edge distance2 C min in. (mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance2 5 min 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 ACI 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 3hejor 1.5 times the flute width. The notation in parenthesis is for the 2009 IBC. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element — S S 9 ?owers Snake+M PRODUCT INFORMANTION FASTENERS Installation Instructions for Snake+ Screw Anchor El A A S 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) / 1 dR. MIN. UPPER FLUTE / r / (VALLEY) 44 / .••. .q ..: /": MIN 3 4/4 4 44 if :: :" : . ANCHOR \ç_ 4 MI./2 MIN. 4-1/2 I MIN. 12" (TYP) I (TYP) - -.-- MIN. 1-1/4" LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE 9 fl 2owers FASTENERS PRODUCT INFORMANTION Snake+TM IPERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth 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 36.0 (248) ksi (N/mm2) ASTM Al 93, Grade B7 105.0 (724) - Minimum specified ultimate strength of steel insert element fn 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 (50) 0.1419 (50) Steel strength in tension N.11 lb (I) ASTM A36 4,495 (20.0) 8,230 (37.0) lb ()J) ASTM A193, Grade B7 9,685 (43.1) - Reduction factor for steel strength34 0 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSIONS Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete3 kuncr - 24 30 Effectiveness factor for cracked concrete5 k0,. - 17 24 Modification factor for cracked and uncracked concrete5 qJ 11 - Cracked concrete = 1.0 Uncracked concrete = 1.4 Critical edge distance C in. (mm) 3 I (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 'ftUfl lb () See note 7 See Note 7 Characteristic pullout strength, cracked concrete (2,500 PSI)6 lb () See note 7 See Note 7 Reduction factor for pullout strength3 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 seismic(2,500PS1)69 Characteristic pullout strength,lb N0q ()J) 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 deck610 Np &, ' ''° lb 0) 1,515 I (6.7) 1,625 ('7.2) Characteristic pullout strength, cracked concrete over steel deck610 ' lb (kN) 1,075 I (4.8) 1,300 (5.8) Reduction factor for steel deck3 0 - 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 load combinations the additional requirements of Section D.3.3 shall apply. Installation must comply with published instructions and details. All values of 4'were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Act 318 Appendix C are used, the appropriate value of 4' must be determined in accordance with ACI 318 Section D.4.5. It is assumed that the threaded rod or bob used with The Snake+ anchor will be a steel element as defined byACI 318 Section Dl. 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 = 1.0. Select appropriate effectiveness factor for cracked concrete (kr,-) or uncracked concrete (kuncr) For all design cases use Pcp= 1.0. For concrete compressive strength greater than 2,500 psi, N,,,, = (Pullout strength value from table)(specified concrete compressive strength/2500)0'5. 1. 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 Na,, 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 N deck are for structural sand-lightweight concrete (' ml,, = 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 Section D.5.2 is not required for anchors installed in the flute )soffit). For 2003 IBC, fura replaces f; N. replaces Ns; WIN replaces /4; and Neq replaces Np,,ei,. The notation in brackets is for the 2009 IBC. 9 S S ?owers Snake+TM 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 hnom in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of steel insert element ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm2) ASTM Al 93, Grade B7 105.0 (724) j - Minimum specified ultimate strength of steel insert element Ct ksi (N/mm2) ASTM A36 58.0 (400) ksi (N/mm2) ASTM A193, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element A.in2 (mm2) 00775 (50) 0.1419 (50) Steel strength in shear 5 10 lb 0) A36 770 (34) (3.4) 1,995 (k9) lb (kN) ASTM A193, Grade B7 1,655 (7.4) - Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment hei in. (mm) 1.10 (28) 1.54 (39) Load bearing length of anchor (hef or 84) whichever is less) e 10 in. (mm) 1.10 (28) 1.54 (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 hef< 2.5 in, 2.0 for hef~ 2.5 in.) 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 0)(3.4) ASTM A36 770 1,995 (.9) lb () ASTM Al 93, Grade B7 1 655 - 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 deck8 VS * th lb M)(3.4) ASTM A36 770 1,995 8.9) ( (J) ASTM A193, Grade B7 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 of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 0.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of 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 Care used, the appropriate value of 0 must be determined in accordance with ACI 318 M.S. For reinforcement that meets ACI 318 Appendix D requirements for Condition A see ACI 318 D.4.4 for the appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined byAcl 318 D.I. 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'c.min = 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 0.6.3 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, futa replaces f; Vsa replaces t'; Be replaces £ and Veg replaces 'seis The notation in parenthesis is for the 2009 IBC. 2owers FASTENERS PRODUCT INFORMATION Snake+TM 1 Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = h i,, and with the following conditions: - cal is greater than or equal to the critical edge distance, c (table values based on cal = Cac). - is greater than or equal to 1.5 c Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the Cal controlling failure mode is listed (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, Ca ha 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, hei, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Factored Design Strength for Snake+ in Cracked Concrete Minimum Concrete Compressive Strength, ft (psi) Nominal Nominal Std Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size (in.) hnom (in.) Element (Threaded ON, v shear ON, v ON, v sear ON, tear Red or Boll) Tension hear Tension Tension (lbs.)(lbs.) (lbs.) I (lbs.) (lbs.) bs.) I (lbs.) I (lbs.) ASTM A36 Tension 4$h Tension 635 700 1II 805 .1sII 985 1s. 1-5/8 1,140 3/8 Grade B7 ASTMA193635 700 750 805 870 985 970 1,140 1,065 1/2 2-3/16 ASTMA36 1,490 1,635 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 I I I I Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size h,,,. ) Element 1 Sta'r 0 Shea'r TtnsIo'n Shea'r £imn itan Rod or BoIt Tension Tsin (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 900 ill 985 1iI 1,140 IIi 1,395 I'D 1,610 lID 3/8 1-5/8 ATIVI Ai93 Grade B7 900 970 985 1,060 1,140 tB{I 1,395 W,ID 1,610 ji:ii 1/2 2-3/16 ASTMA36 1,865 2,040 2,355 JIJ. 2,885 3,335 Legend Steel Strength Controls I I Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls Snake+TM PRODUCT INFORMATION ?owers FASTENERS REDUNDANT FASTENING APPLICATIONS I 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 u. n1 n2= at least 1 anchor per anchorage point Anchors qualified for redundant applications may be designed for use in normal ' 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. 4SD = Øfa .Fra 17, = the total number of anchorage points supporting the linear element - n2 = number of anchors per anchorage point ol n3 = factored load at each anchorage point lbs., using load combinations from IBC Section 1605.2.1 or Where ci 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, c( 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 Snake+ design resistance. ?owers FASTENERS PRODUCT INFORMATION Snake+TM 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 dbjt i n. 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 he1 in. 1.10 1.10 1.54 (mm) (28) (28) (39) Minimum hole depth h in. 2 2 2-1/2 0 (mm) (51) (51) (64) Minimum concrete member thickness hmin in. m) 3 (76.2) 3 (76.2) 3 (m (76.2) Overall anchor length €anch in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum edge distance redundant Cmin= in. 4 4 4 fastening1 C11 (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. -m) 120 (163) 345 (468) 345 (N (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. S Redundant Fastening Design Information for Snake+ Anchors1'2'3 Design Characteristic Notation Units Nominal Anchor Size 1/4" I 3/8" 1/2" Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth h,= in 15/8 1 (41) 15/8 (41) 23/16 (55) CHARACTERISTIC STRENGTH(RESISTANCE) INSTALLED IN CONCRETE4.5 Resistance, cracked or uncracked concrete (2500p5i) lb (kN) Number of anchorage points I Number of I anchorage points Number of anchorage points ,1 ' 3 n1 ~ 4 I n1 ~ 3 n1 " 1 ~ i 550 (2.5) 360 (1.6) 675 J (3.0) 450 j (2.0) 675 1 (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) F ,m lb (kN) Number of anchorage points I Number of I anchorage points Number of anchorage points 4 F n1 k 3 n1 4 I n1 3 n1 4 n1 z!3 550 (2.5) F 360 [ (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Strength reduction factor3 Ora - 0.65 1. The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. S 2. 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 AG 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. 9 . ?owers Snake+TM PRODUCT INFORMATION FASTENERS Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1234 Minimum Embedment Minimum Concrete Compressive Strength Fc = 2,500 psi f' = 3,000 psi f' = 6,000 psi Anchor Diameter Depth in. (mm) in. (17.2 MPa) (20.7 MPa) (41.4 MPa) Tension Shear Tension Shear Tension Shear (mm) 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 3190 1,045 (9.5) (41) (9.7) (4.6) (10.6) (..6) (14.2) (..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 must 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 Embedment Internal Depth Std. Box Std. Ctn.Thread 6400SD 1/4" 1-5/8" 11/32" 100 1,000 6401SD 3/8" 1-5/8" 23/32" 50 500 64035D 1/2" 1 2-1/2" 1 15/16" 1 50 1 300 Settinq Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402SD 1/4" 1 6407SD 3/8" 1 6404SD 1/2" 1 1 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 w.powers.com. 9