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6005 HIDDEN VALLEY RD; 120; FPC2019-0094; Permit
Print Date: 10/14/2021 Job Address: 6005 HIDDEN VALLEY RD, # 120, Permit Type: FIRE-Construction Commercial Parcel #: 2120406600 Valuation: $301,059.23 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: PERMIT REPORT ( ity of Carlsbad CARLSBAD, CA 92011-4223 Work Class: Fire Sprinklers Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Permit No: FPC2019-0094 Status: Closed - Finaled Applied: 04/11/2019 Issued: 04/24/2019 Finaled Close Out: 08/12/2021 Inspector: Final Inspection: Project Title: Description: AGILITY CLINICAL -SPRINKLER Ti (32 HEADS) Applicant: . FPContractor: TOTAL FIRE PROTECTION INC TOTAL FIRE PROTECTION INC. JOHN CAPUTO 1611 5 MELROSE PL, #244 1611A S MELROSE DR VISTA, CA 92081-5471 VISTA, CA 92081-5407 . (760) 525-4329 (760) 525-4329 FEE . AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $553.00 Total Fees: $553.00 Total Payments To Date: $553.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov - oc'4 Tt fir- 'rote . n Inc. MATERIAL DATA SUBMITTAL Agility Clinical, Inc. 6005 Hidden Valley Road - Suite 120 Carlsbad, CA 92011 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 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 1fpjohncgmail.com Dyna-Thread® Full Line Sch-40 Replacement Dyna-Thread3 offers the life expectancy of Sch4O 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 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. 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. I Comparisonl1L.W.T.thixj 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 40fDyna-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 40fDyna-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. Wt. Wt. (H20 Filled) Pc Wtfl.itt (21') WtIUft (24') WII1.lft (25') 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 1W 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 1%, 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 tqco/Flow Controlny 16100 S. Lathrop' Harvey, IL 60426 dhed 11350 Norcom Rd. . Philadelphia, PA 19154 TUBE& CONDUIT 2525 N. 27th Ave. Phoenix, AZ 85009 Customer Service: (800) 882-5543 Fax 708-339-1806 S3-3 Submittal Data Sheet Dyna Threade 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=l .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 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 I.D. Wt. Wt. (H20 Filled) Pcs/ Wtfl.itt (21') WIIUft (24') Wtfl.ill (25') In; mm in, mm Lbs/Ft;Kg/m Lbs/Ft;Kg/m 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 1W 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 1W 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 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 Us L '(ZI with Exterior galvanized coating. BLT is (@ manufactured with Black lacquer coating. Listed Approved Listed Project: Sprinkler Contractor Date: Engineer: Specilication Reference: System Type: Locations: Comments: S3-4 C tqCU Fire & Building I)Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Pipe Fittings NPT Threaded, Ductile Iron General Description The Tyco® 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- oress or imolied, including warranties of merchantability and fitness for a oarticulpr Durnose. 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. tregistered trademark of E. I. du Pont de Nemours and Company or Its affiliates. TFPI7IO Page 2oflO TFPI7I0 Nominal Pipe Figure 813 Size ANSI A Approx. Inches Inches Weight Part DN (mm) Lbs. Number (kg) 1/2 1.13 0.22 86780 0N15 (28,7) (0,09) 3/4 1.31 0.33 86781 0N20 (33,3) (0,15) 1 1.50 0.48 86280 DN25 (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 DN40 (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) 0 FIGURE 811 FIGURE 813 900 ELBOW 450 ELBOW 0.64 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 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) (33,3) (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 4 ](23,9) (38,1) (0,79) (42,7) 1.56 3.28 86204 1,94 1.00 (39,6) (1,49) (49,3) (25,4) S TFPI7IO Page 3 of 10 fD FIGURE 812 90 REDUCING ELBOW Nominal Pipe Figure 812 Size ANSI A B C D Approx. Weight Part Inches Inches Inches Inches Inches Number DIN (mm) (mm) (mm) (mm) (mm) (kg) 3/4x112 1.19 1.19 0.63 0.63 0.33 86342 DN20 x 15 (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 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 DN25x20 (35,1) (36,6) (17,5) (22,4) (0,24) l-1/4x112 1.31 1.50 0.63 0.94 0.64 86212 DN32 x 15 (33,3) (38,1) (23,9) (0,29) 1-1/4x314 1.44 1.63 ](16,0)0) 0.75 1.06 0.75 DN32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34) 86213 1-1/4 x 1.56 1.68 0.88 1.00 0.77 86214 DN32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35) 1-1/2 x 3/4 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 0N40 x 25 (41,4) (46,0) (22,4) (28,7) (0,45) 1-112x 1-1/4 1.81 1.88 1.13 1.19 1.14 86216 DN40 x 32 (46,0) (47,8) (28,7) (30,2) (0,52) 2x314 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) 2 x 1-1/2 2.00 2.19 1.25 1.44 1.67 86220 DN50 x 40 (50,8) (55,6) (31,8) (36,6) (0,76) 2-1/2x2 2.38 2.63 1.25 1.88 3.01 86262 DN65 x 50 (60,5) (66,8) (31,8) (47,8) (1,36) TABLE 2 NOMINAL DIMENSIONS FIGURE 812 (D S 0 TFPI7I0 Page 5of 10 0 S Part Number 72779 72778 72755 72754 72753 72752 72758 -fl UJiI FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING 1.63 Nominal Pipe Figure 814 Figure 818 Size A B Approx. A B Approx. ANSI Inches Inches Inches Weight Part Inches Inches Weight DN (mm) (mm) Lbs. Number (mm) (mm) Lbs. (kg) (kg) 1/2 1.13 0.56 0.33 86340 1.38 0.31 0.18 DN15 (28,7) (14,2) (0.15) (3511) (7,9) (0,08) 3/4 1.31 0.75 0.50 86341 0.56 0.26 DN20 (33,3) (19,0) (0,23) (41,4) (14.0) (0111) 1 1.50 0.81 0.85 86230 1.75 0.38 0.44 0N25 (38,1) (20,6) (0,38) (44,4) (9,7) (0,20) 1-114 1.75 1.06 1.30 86231 2.00 0.56 0.54 0N32 (44,4) (26,9) (0,59) (50,8) (14,0) (0,24) 1-1/2 1.94 1.19 1.63 86232 2.19 0.75 0.71 0N40 (49,3) (30,2) (0,74) (55,6) (19,0) (0.32) 2 2.25 1.50 2.63 86233 2.63 1.13 1.15 DN50 (57,1) (38,1) (1,19) (66,8) (28,7) (0152) 24/2 2.69 1.56 4.55 86234 3.00 0.75 2.29 DN65 (68,3) (39,6) (2,06) (76,2) (19,0) (1,04) TABLE 4 NOMINAL DIMENSIONS FIGURES 814 & 818 TFPI7I0 Page 6of 10 S 0 S Page 7 of 10 TFPI7IO FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A B C D F F ANSI Inches Inches Inches Inches Inches Inches Inches Weight Part Dli (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) 1-112x1-1/4x3/4 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) (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) 1-112x1-1/2x1/2 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) 1-112x1-112x314 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) 1-1/2x1-1/2x1 1.63 1.63 1.81 0.88 0.88 1.13 1.38 86263 DN40 x 40 x 25 (41,2) (41,2) (46,0) (22,4) (22,4) (28,7) (0,62) 1-112x1-112x1-114 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) 1-1/2x1-1/2x2 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 DN50x25x50 (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) 2x1-1/2x1/2 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) 2x1-1/2x3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 86269 0N50 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 DN50 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 DNSO x 40 x 40 (52.4) (49,2) (55.5) (33,3) (30,2) (36.6) (0.92) 86272 2x1-112x2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 86273 DN50 x 40 x 50 (57,1) (55,5) (63,5) (38,1) (36,6) (38,1) (1,07) 2x2x112 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) (41,4) (49.3) (22,4) (22,4) (35,0) (0,76) 2x2x1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 86224 DN50 x 50 x 25 (44,5) (44,5) (50.8) (25,4) (25,4) (33,3) (0,86) 2 x 2 x 1-1/4 1.88 1.88 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 DN50x50x40 (50,8) (50,8) (55,6) (31,8) (31,8) (38.1) (0.96) 2x2x2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 3.67 86227 DN50 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) TABLE 5(2 0F2) NOMINAL DIMENSIONS FIGURE 815 Page 8 of 10 TFPI7IO IiUit one S FIGURE FIGURE 820 FIGURE 830 FIGURE 719 CAP BRASS SEAT UNION 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) Lbs. Number (kg) (kg) (kg) 1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 0.94 0.10 86292 DN15 (22.4) (0,06) (47,8) (20,6) (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 0N20 (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 DN25 (30,0) (0,15) (55,6) (20,6) (0,49) (31,7) (0,13) 1-1/4 DN32 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 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 DN40 (35,1) (0,31) (66,8) (30,2) (0,92) (36,6) (032) 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 0N50 (38,1) (0,43) (79,5) (41,4) (1,43) (38,1) (0,41) 2-1/2 1.75 1.80 72825 - - - - - - - DN65 (44,5) (0,82) TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719 TFPI7I0 Page 9of 10 EA _wl ' LEi FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING DN 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. B Approx. ANSI Inches Inches Weight Part Inches Weight Part Inches Inches Weight Part (mm) Lbs. Number (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) (kg) 1/2x1/2 1.50 0.20 72751 - - - - - - - DN15x 15 (38,1) (0,09) 112x 112 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 (50,8) (0,14) 3/4 x 1/2 - - - 1.75 0.69 0.38 86772 DN20x 15 - - (43,2) (17,5) (0,17) 1 x 1/2 - - - 1.06 0.22 72726 1.69 0.50 0.38 86228 DN25 x 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 - - - - 0N32 x 25 (30,2) (0,14) 1-1/2 x 1 - - 1.25 0.53 72757 - - - - DN40 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) 2 x 1-1/4 - 1.38 0.69 72761 - - - - ON50x32 (35,1) (0,31) 2x1-1/2 - - - 1.38 0.62 72775 - - - - DN50x40 (35,1) (0,28) 0 tqC0 Fire & Building liProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 40-5 Strap General Description D UL MO See Fire Protection Submittal Sheet for Pressure Rating and Listing/Approval Information The Figure40-5 Strap isan 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 the applicable standards of the National Fire Protection Association, in addition to the standards of any otherautho rifles having jurisdiction. Failure to do so may impair the pe,formaflce of this device. The owner is responsible for maintaining their fire protection system and devices in proper 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-Boll: 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 CE" EPDM green color code. (See Data Sheet TFP1895 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. The owner is responsible for the inspection, testing, and maintenance of their lire protection system and devices in accordance with the 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 for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment byTyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco FireProducts 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/or the standards of any ottierAuthorities Having Jurisdiction. Materials found by Tyco Are 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 inconnectionwfth the sale of products or parts of products. Tyco Fire Productsshallnotberesponsibleforspiinklersysteni designerrorsor inaccurate orincompleteInformation supplied by Buyer or Buyers 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 CONSEQIJENTIALDAMAGES, INCLUDING BUTN0T LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER1YCOFIREPRODUCTSWASINFORMED AM FT m DflCClDll 1W n Cl IN-I flAM(Q LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. "1 7-177.7-117 77T, 7777,17,7711177 .- L-:041il I Id 114M117qf1Jdl"tt0 1,,/.- 1; W., 1314111111f 114 Care and Maintenance operating condition. The installing contractor or sprinklermanufacturershouldbecontacted with any questions. - flLIVV U UI I. UUUIL1IL I Sit SiSiUl I U.ifllYlflUl_IJ, applicable standards of the National Fire Protection AND IN NO EVENTSHALLTYCO FIRE PRODUCTS' (B TFPI72O S 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 2.00 1.50 3.50 1.20 1/io 0.84 50.8 38.1 88.9 30.5 30.2 0.4 P14" x 3/" 2.00 1.50 3.50 1.20 1/16 0.88 50.8 38.1 1 88.9 30.5 30.2 0.4 11/4' X 11. 2.31 1.68 3.50 1.20 1/16 1.13 58.7 42.7 88.9 30.5 30.2 0.5 11/2" X /2" 2.12 1.62 3.50 1.32 1/i 0.84 53.8 41.1 88.9 33.5 1 30.2 0.4 11/20 x 3/0 2.12 1.62 3.50 1.32 1/16 0.88 53.8 41.1 88.9 33.5 30.2 0.4 11/2" X 1.1 2.43 1.80 3.50 1.32 1.13 61.7 45.7 88.9 33.5 30.2 0.5 20 X /2" 2.36 1.86 3.74 1.55 la/ia 0.88 59.9 47.2 95.0 39.4 30.2 0.4 2" x 3/40 2.36 1.86 3.74 1.55 13/16 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 21/20 x 1/20 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 la/is 0.99 66.3 53.6 108.0 45.7 30.2 0.4 21/20 x 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) 101/40 x 1 8 X 1" 6 2"x 1' 6 21/20 X 1" 4 The friction loss for these outlets is specified in equivalent length of 1 inch Schedule 40 (C=120) pipe. Page 2 of 2 TFP172O Figure 405 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 ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions (11-1-1 000). 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. Bulletin 014 Rev. L ReHablö Model Fl FR Series Quick Response Standard Spray UZ C C -J 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 Fl FR42, Fl FRXLH & Fl FR28 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 *J5 Certified to NSF/ANSi Standard 61 Annex G 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) UL Listing Category Sprinklers, Automatic & Open (VNlV) Quick Response Sprinkler Product Description Reliable Models F1FR56, 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 F1FR56, F1FR56LL, F1FR42, F1FR42LL, 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, Upright Pendent Vertical Sidewall Horizontal Sidewall Recessed Concealed Horizontal Sidewall 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. Conventional Recessed PendentfF1/F2 I, Recessed PendentJFP XLH Recessed Pendent F1/F2 S XLH Recessed Pendent FP 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. *Pin tie (XLH Only) Deflector 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 K 5.6 Quick 1/2 NPT See See F1FR42 **FIFR421-1-0) K 4.2 Response (131/2) 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°C 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 PTFE Adhesive Glass ""Low Lead Brass or CDA Alloy5lo CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape S 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 Height Organization Upright J 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 RA14230X4) I . RA1413 4 3/8" (10mm) 1/2" NPT (R1/2) 2.8 40 2.25" (57mm) 1 RA142114 RA141 1 Conventional-Install in Upright or Pendent Position 15mm (1) 1/2" NPT (R1/2) 5.6 1 80 1 57mm 1 3, 4, 6 1 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 S 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 (SIN) __________ Approval __________ Sprinkler Identification Number Size US Metric Height Organization Pendent Standard-Pendent Deflectors Marked to Indicate Position 1/2"(15mm)" 1/2" NPT (R1/2) 5.6 I 80 2.25" (57mm) 1,5 RA1415 7/16" (11 mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) 1,5 RA1410 (I) cULus listed corrosion resistant (Polyester coated) sprinkler. S S *DuPont Registered Trademark 3. 4. n Vertical Sidewall "DuPont Registered Trademark Sprinkler Type Deflector to Ceiling Distance (Mm. - Max.) Upright 4" (102mm) - 12" (305mm) Pendent 4(102mm) - 12" (305mm) S 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) I 1/2" NFl (lR1/2) 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 - —I HIr iige.,II VIk MT 11 ,-1 / I I- n' IV r" OF mcw.v MEOW i 1 1 F' AT WXMW R1s - 325.'.,nrn) L - - AI RECESS - p fJ1flE4 - I j kA I 12 PPlE'A Model F1 FR56, F1FR561-L, F1FR42, F1FR421-L, F1FRXLH & F1FR28F1 or F2 t 2 S/W Di'. [6& 7-1 It r- HOLE IN P7U?V I 2 5/16- O( [5E7-11 CO. cam FACE OF FII77A 10 FACE C8LINC AT MAXIMUM RECESS: I-I/2T3&,r] AT MINIMUU RECESS IT254,r,,,,J .It AT MINIMUM RECESS - IT214,,,,n1 I AT LINSIMLIN C5SS - 9/I6TI4.J',,,sj 3I/4014. (82.EJ Model F1 FR56, F1FR56LL, F1FR42, F1FR421-L, 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 I Approval Sprinkler US Metric Orifice Thread Size Height Organizations Identification Numbers (SIN) 1/2" (15mm) ½" NPT (R1/2) 5.6 80 2.25" (57mm) I 1, 2, 3 RA1485 213 15mm ½" NFl (R1/2) 5.6 80 2.25" (57mm) 3(1) LPC Approval is for pendent position only. cULus Listed corrosion resistant (Polyester coated) sprinkler. Electroless Nickel PTFE (leflonXI)* Plated - cULus listed Corrosion Resistant Horizontal Sidewall F! ESCUTCHEON AT MAXIMUM RECESS = 7-3/8734.9mm] AT MINIMUM RECESS = 2-7/76752.4mm] t2m] F2 ESCU AT MAXIMUM RECESS = 7-5/8747.3mm] AT MINIMUM RECESS = 2-7/16752.4mm] roi I 4-72" [707.6mm-304.8mm] 2 27/32 014. CEILING TO [72.2mm] DEFLECTOR C 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 RA1435 1>23> cULus Listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Electroless Nickel PTFE (Teflon)* Plated - cULus listed Corrosion Resistant S FACE OF FITTING TO FACE OF CEILING DIMENSION F? ESCUTCHEON AT MAXIMUM RECESS 7725.4mm] AT MINIMUM RECESS 3/879.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS - 3/4779mm] AT MINIMUM RECESS = 3/879.5mm] -2 7/e HOLE DIA. (57.2mm] 7 x I/2 REDUCER— I î 1 75/76 DL4.\]Jj [49.2 mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. I Fl ESCUTCHEON H 3/4719mm] ADJUSTMENT F2 ESCUTCHEON 1/2 772. 7mm] ADJUSTMENT Ll RECESSED HSW W/F1 OR F2 ESCUTCHEON (7) FM APPROVED FOR 4' - 6 [70 7.6MM - 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 F1 FIR 1350F/570C 1350F/570C 100°F/380C Orange 1 RA1414 ½" (15mm) 5.6 80 ½" NPT F1 FR 1550F/680C 1350F/570C 100°F/380C Red 1, 4(1), 6 RA1414 ½" (15mm) 5.6 80 ½" NPT F1 FIR 1750F/790C 1650F/740C 100°F/380C Yellow 1 RA1414 ½" (15mm) 5.6 80 ½" NPT F1 FR 200°F/930C 1650F/740C 150°F/650C Green 1 RA1414 (1) For VdS only = 155°F/68°C Norbuib 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 Thread Size 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 165°F/74°C 150°F/650C Green 1,5 RA1414 *DuPont Registered Trademark 5. 2 5/16' 0/A - CUP CEILING - 5/16' MAX. COVER ADJUSTMENT COVER PLATE- ASSEMBLY 7 5/16" DIA. SPRINKLER -2 5/8" 014. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING _.._.._....TO FACE OF CEILING DIMENSION I 15/16" - 2 5/8" 0/A. HOLE IN CEILING I 7/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4" I" x 1/2" REDUCING TEE DR ELBOW S 2 5/16 OIA -h1 CUP I - CEILING COVER ADJUSTMENT COVER PLATE 5116- DIA. SPRINKLER 1" x 1/2" REDUCING TEE OR ELBOW CONCEALED, 1/2' ADJUSTMENT 017Fc 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, Fl FR42, 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 (19112) 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 & F1FR56LL 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 (680C), 175°F (79°C) or 200°F (930C). 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 F 1 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 017FWU 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 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. S 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) 1 141 1 286 1 225°F (107°C) I Blue > Not available for recessed sprinklers. Escutcheon Data (1) '"SIN RA1435 - cULus permits use with Fl, F2 or F 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 plate' Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (4)(5((6) White Painted Special Application Finishes Sprinkler Escutcheon Cover plate' Electroless Nickel PTFE(Teflon®)*(7> Electroless Nickel PTFE (Teflon®)* Bright Brass Briqht Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2116) Black Paint Off White Off White (2)(6) 1 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. >61LPCB and VdS Approved finish appliesonlyto RA1425, RA1414 and RA1475. >7> 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 F1FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. "DuPont Registered Trademark 7. Reliable...For Complete Protection S 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 0 • 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 o 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 S 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 Reliable (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 09/14 P/N 9999970300 100 BEAM CLAMP SMALL MOUTH zS A)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 162 UNIVERSAL - RETAINING STRAP Nut optional, if insufficient rod dimension S 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 1 ')fflfl (as) S 300 RING HANGER S zS A)US I thru 4 Inch pipe 1/2 and 314 inch pipe 5 thru 8 inch pipe S SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mu. 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- 171(Type 10), Manufacturers Standardization Society ANSJJMSS-SP-58 (Type 10); install in accordance with ANSI/MSS- SP-69. MAXIMUM TEMPERATURE - 6500F. 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 1 thru 3 inch: * UL listed to accept AFCON#3 10 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 1/2 3/8 400 10 3/4 3/8 400 20 10 1 3/8 400 25 10 11/4 3/8 400 32 10 11/2 3/8 400 40 10 3/8 400 50 10 21/2 3/8 600 10 3 3/8 600 80 10 31/2 3/8 600 10 3/8 1000 100 10 5 112 1250 125 12 6 1/2 1250 150 12 8 1250 200 12 Order Part #300m Note: 1/2" Ring Hanger not <FM> approved F~ S 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. S 2/00 Anchor Component Specification Anchor body Case hardened carbon steel Plating Zinc plating according to ASTM B 633, SC1,Type Ill (Fe/Zn 5) Minimum plating requirement for Mild Service Condition This Product Available In 19W Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com C 2owers 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+ C + 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 AD 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 ?owers. FASTENERS PRODUCT INFORMATION Snake+TM Installation Information for Snake+ Screw Anchor for Single Point Applications13 Nominal Anchor Size Anchor Property / Setting Information Notation Units 1/4" 3/8" 1/2" Nominal outside anchor diameter (da) in. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (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 thickness2 hmjn in. 3 (76) 4 (102) 4 (mm) (102) Overall anchor length t in. (mm) 1-1/4 (32) 1-11/16anch 1-1/4 (32) (43) Nominal embedment depth hnom in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Effective embedment h ef in. (mm) Not Applicable 1.10 (28) 1.54 (39) Minimum edge distance2 min in. (mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance2 5m,n 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 3hç1or 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 4 11 .144,4, .1g 0 '' 'I Do not axed I S S 9 .•P. DA, .•. A . .p . . : D A ... A' A 2owers, Snake+M PRODUCT INFORMANTION FASTENERS Installation Instructions for Snake+ Screw Anchor 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 8212.15. 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-i-, taking care not to exceed the maximum specified tightening torque of the steel insert element, Tmex. Minimum thread engagement should be at least one anchor diameter S 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 CLR. MIN. UPPER FLUTE / / (VALLEY) MIN. 3' '.... .•A. w : 4 i . I MAX 3 /1 ANCHOR /4 MIN 41/2 iF 4 / .4 (TYP) i . (TYP) . MIN. 4-1/2" MIN. 12' (TYP) (TYP) .J I L... MIN 1-1/4' I LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE 9 S ?owers FASTENERS PRODUCT INFORMANTION Snake+M 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 Nominal embedment depth h 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 (248) ksi (N/mm2) ASTM Al 93, Grade B7 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 (50) 0.1419 (50) Steel strength in tension N 11 lb (l ) ASTM A36 4,495 (20.0) 1 8,230 (37.0) lb (kN) ASTM A193, Grade B7 9,685 (43.1) - Reduction factor for steel strength3.4 0 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSIONS Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete3 24 30 Effectiveness factor for cracked concretes k,- - 17 24 Modification factor for cracked and uncracked concretes WN11 - Crack d concrete = 1.0 Uncraced concrete = 1.4 Critical edge distance cac in. (mm) 3 I (76) 4 (102) Reduction factor for concrete breakout strength3 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 PSl)6 NpurKr lb (kN) See note 7 I See Note 7 Characteristic pullout strength, cracked concrete (2,500 PSI)6 N ''°' lb (kN) See note 7 I See Note 7 Reduction factor for pullout strength3 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic(2,500P51)69 N eq lb (kN) See note 7 I 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 ' lb (kN) 1,515 I (6.7) I 1,625 (7.2) Characteristic pullout strength, cracked concrete over steel deck6.10 ' lb (kN) 1,075 I (4.8) 1,300 (5.8) Reduction factor for steel deck3 - Condition B = 0.65 The data in this table is intended to be used with the design provisions of Act 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of Section D3.3 shall apply. Installation must comply with published instructions and details. M values of owere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Act 318 Appendix Care used, the appropriate value of 0 must be determined in accordance withACI 318 Section D.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 D.I. 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 nIN = 1.0. Select appropriate effectiveness factor for cracked concrete (k,,.) or uncracked concrete (k,c.,). For all design cases use 'Idp= 1.0. For concrete compressive strength greater than 2,500 psi, N,:, = (Pullout strength value from table)*(spedfied concrete compressive strength/2500)0'5. 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 N,, 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 N dec.jc are for structural sand-lightweight concrete If, ,,,, = 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, fur,, replaces I; N,,, replaces Iris; 1cN replaces hIs; and Neq replaces N,,,,,,. The notation in brackets is for the 2009 IBC. 9 [1 ?owers Snake+TM PRODUCT INFORMATION FASTENERS Shear 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 hr,r.,,.n in. (mm) 1-5/8 (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 87 105.0 (724) 1 [ - Minimum specified ultimate strength of steel insert element (N/m ksi m2) ASTM A36 5 8.0 (400) ksi (N/mm2) ASTMA193, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element Ase j112 0.0775 (mm2) (50) 0.1419 (50) Steel strength in shear s 10 lb (l) ASTM A36 770 (3.4) 1,995 (89) lb (kN) ASTM A193, Grade B7 1.655 (7. 1 - Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment he in. (mm) 1.54f 1.10 (28) (39) Load bearing length of anchor (heior 8c(, whichever is less) e e lo in. in. 1.10 (28) 1.54 (39) Critical edge distance 0 - 3 (76) 4 (102) Reduction factor for concrete breakout3 0 - Condition B = 0.70 PRYOIJT STRENGTH IN SHEAR6 Coefficient for pryout strength ().0 for hef<2.5 in, 2.0 for hef 2: 2.5 in.) k - 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 ( 8.9) lb ASTM A193, Grade B7 1,655 (74) - 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 V cJJ( lb () ASTM A36 770 (3.4) 1,995 ( ((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 tobe used with the design provisions ofACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirenientsofAcl 318 D.3.3 shall apply. Installation must comply with published instructions and details. /r1l values of were determined from the load combinations of usc Section 1605.2.1, usc Section 1612.2.1, or ACI 318 Section 9.2.lf the load combinations of UBC Section 1902.2 or ACI 3 18 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 0.4.5. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition i\ 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 by ACI 318 Dl. 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 ACt 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 toads for anchors installed through steel deck into concrete may be applied in any direction. For 2003 IBC, 1wa replaces f; Vsa replaces h; ee replaces e, and Veq replaces t'5ei5' liThe notation in parenthesis is for the 2009 IBC. ?owers. 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: cl is greater than or equal to the critical edge distance c (table values based on cal = Cac) Ca2 is greater than or equal to 15 Cal 2 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, h', for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors () were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Factored Design Strength for Snake+ in Cracked Concrete Minimum Concrete Compressive Strength, ft (psi) Nominal Nominal Steel Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size (in.) hnom (in.) Element (Threaded çbN d v,, ON,, t Vn (N v cbN ô V,, Shear ON, Vn Shear Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Tension (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 635 700 805 jX 985 1,140 ID 3/8 1-5/8 ASTM A193 Grade B7 635 685 700 750 805 870 985 970 1,140 1,065 1/2 2-3/16 ASTMA36 1,490 %W@ 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 Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size (in.) hnom (in.) Element (Threaded ON, V ON,, 0 $b 0n SbV 0n SbV Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension shear Tension shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 900 ID 985 jTj 1,140 j 1,395 ID 1,610 3/8 1-5/8 ATIVI A193 Grade B7 1: 900 970 985 1,060 1,140 1,395 111!1D 1,610 W:• 1/2 23/16 ASTMA36 1,865 2,040 2,355 2,885 SU 3,335 Legend I I Steel Strength Controls I I Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls S 0 ?owers Snake+TM 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 n7, n2 and n3 below, redundancy will be satisfied. no. of anchorage poets 2: n1 n2= at least 1 anchor per anchorage point Anchors qualified for redundant applications may be designed for use in normal ' / U weight and sand-lightweight cracked and uncracked concrete. Concrete linear element 1 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. ISD = m Fm is, = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point O n3 = 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, o is equal to 1.4 assuming all dead load. STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking 0(8 Fm. See redundant fastening design information table for Snake+ design resistance. S rfl, n2 =4) 0 2owers 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 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 h in. (mm) (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth h 0 in. (mm) 2 (51) 2 (51) 21/2 (64) Minimum concrete member thickness hm jn in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) Overall anchor length €anch in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum edge distance redundant Cmjn,, in. 4 4 4 fastening' Cac (mm) (102) (102) (102) Mininum spacing distance, redundant in. 8 8 8 fastening' (mm) (203) (203) (203) Maximum tightening torque Tmax ft.-lb. (N-m) 4 (6) 14 (19) 36 (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 h, in mm) 15/8 1 (41) 15/8 (41) 2 3/16 (55) CHARACTERISTIC STRENGTH(RESISTANCE) INSTALLED IN CONCRETE4.5 Resistance, cracked or uncracked concrete (2,500psi) F , lb (kN) Number of 1 anchorage points j Number of anchorage points Number of anchorage points ' 1 i ~ ' I fl1 n7 ~ 3 n1 4 n1 3 550 1 (2.5) j 360 1 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Effective tensile stress area _L 01a - 0.65 LCHARACTERISTIC STRENGTH (RESISTANCE) FOR STRUCTURAL SAND-LIGH1WEIGHTAND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 Resistance, cracked or uncracked concrete over steel deck (2,500 psi) F ,. lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points ~ 4 n1 3 n1 ~ 4 n1 ~ 3 n1 ~ 4 n1 ~ 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Strength reduction factor3 - 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. 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, orAcl 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. S. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. 9 ?owers Snake+rM PRODUCT INFORMATION FASTENERS 1, • l Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1234 Minimum Concrete Compressive Strength Anchor Diameter Minimum Embedment Depth fc = 2,500 psi f' = 3,000 psi fC = 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) (0.4) (4.6) - - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,1190 1,045 (9.5) (41) (9.7) (4.6) (10.6) (4.6) (4.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,425 2,050 (12.7) (55) (24.9) (9.1) (7.3) (9.1) (33.1) (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 6400S0 1/4" 1-5/8" 11/32" 100 1,000 6401SD 3/8" 1-5/8" 23/32" 50 500 64035D 1/2" 2-1/2" 15/16" 50 300 Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402S0 1/4" 1 6407SD 3/8" 1 6404SD 1/2" 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 S