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2176 SALK AVE; ; FPC2020-0039; Permit
(ity of PERMIT REPORT Carlsbad Print Date: 10/24/2024 Permit No: FPC2020-0039 Job Address: 2176 SALK AVE, CARLSBAD, CA 92008-7346 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120210100 Track #: Applied: 03/03/2020 Valuation: $66,532.16 Lot #: Issued: 04/02/2020 Occupancy Group: Project U: Finaled Close Out: 05/21/2020 #of Dwelling Units: Plan U: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check U: INSPECTOR: Salcedo, Felix Plan Check U: Project Title: Description: EXPRESS HEALTH -SPRINKLER TI (13 HEADS) Applicant: FPContractor: HAMILTON FIRE PROTECTION INC HAMILTON FIRE PROTECTION INC MATT HAMILTON 25060 HANCOCK AVE, U STE 103 25060 HANCOCK AVE, U STE 103 MURRIETA, CA 92562-5930 MURRIETA, CA 92562-5930 (951) 834-6305 (951) 348-2068 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 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov Hamilton Fire Protection, Inc. 25060 Hancock Ave., Suite 103 Murrieta, CA 92562 Phone (951) 834-6305 Fax (951) 848-0966 License# 883855 I C-16 Hydraulic Calculations For Express Health 2176 Salk Avenue Carlsbad, CA Date: 2-28-2020 By: LM I BULL MOOSE ADVANTAGES: UL listed (US & Canada) and FM approved ASTM A135 and A795 Type E. Grade A Certified Complies with NFPA-13, 13R and 14 Industry-Leading hydraulic characteristics CRR of 1.0 and greater All pipe NDT weld tested diirfaipe Trust Bull Noose when it comes to protecting your most valuable assets. As the leading manufacturer of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. OTHER BENEFITS /SERVICES • We have the most stocking locations in industry, for best delivery and availability Plain end or roll groove Eddy Guard III bacterial-resistant internal coating Custom Length options Hot dipped galvanization Reddi-Pipe® red pipe to eliminate field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems c®us LISTED 44PPROVED no NFPA Aptwi~ R. 5p!høI Bull Moose Fire Sprinkler Pipe Product Information 0.0. (in) 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.530 1.728 2.203 2.705 3.334 4.310 Empty Weiglit(ll/tt)• 1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight (lb/tt) . 2.019 2.860 3.982 5.299 1.144 11.290 >_ (R.R. . 1.98 3.44 2.78 1.66 1.00 1.00 Pieces per Lift. . 61 61 37 30 19 19 LU Lift Weight 013S) 21' lengths 1,565 2,362 1,810 1,110 1,341 1,982 Lift Weight (Ibs) 24 lengths 1,189 2,700 2,069 2,022 1,533 2,265 Lift Weight (Ibs) 25 lengths 1,864 2,812 2,155 2,101 1,596 2,360 O.D. (in) 1.315 1.660 1.900 2315 2.815 3.500 4.500 6.625 8.625 I.D. (in) . 1.091 1.442 1.682 2.157 2.635 3.260 4.260 6.351 8.249 Empty Weight (lb/ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 LU Water Filled Weight (lb/It) . 1.820 2.518 3.053 4.223 5.893 7.957 11.196 23.038 40.085 C.R.R. 1521 9.91 1.16 6.21 4.92 3.54 2.50 1.158 1.805 LLJ Pieces per Lift 91 61 61 31 30 19 19 10 7 Lift Weight (Ibs) 21 lengths; 2,695 2,319 2,617 2,051 2,224 1,732 2,242 1,951 2,490 Lilt Weight (Ibs) 24 lengths . 3,019 2,650 3,060 2,344 2,542 1,979 2,563 2,230 2,848 Lift Weight (lbs) 25 lengths 3,208 2,160 1 3,187 2,442 2,648 2,062 2,670 O.D. (in) . 1.295 1.650 1.900 2.315 Cz 10. (in) . 1.083 1.418 1.645 2.123 Cl Empty Weight (lb/ft) 1.461 2.010 2.541 3.308 act LU Water Filled Weight (lb/ft) . 1.860 2.154 3.468 4.842 C.R.R. . . 1.00 1.00 1.00 1.00 Pieces per LiFt 10 51 44 30 CO Lift Weight (Ibs) 21 lengths .. 2,148 2,217 2,353 2,084 LU Lift Weight (Ibs) 24 lengths 2,454 2,534 2,690 2,382 Lift Weight (Ibs) 25 lengths 2,557 2,639 2,802 2,481 O.U. (in) • • • 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.049 1.380 4.026 CD 1.610 2.067 2.469 3.068 Rcr Empty Weight (lb/ft) • 1.680 2.210 2.720 3.660 5.800 7.580 10.800 LU Water Filled Weight (lb/ft) 2.055 2.918 3.602 5.114 7.875 10.783 16.315 C.R.R. • • ... 1.00 1.00 1.00 1.00 1.00 tOO 1.00 Pieces pr Lift..; 10 51 44 30 30 19 19 LA Lift Weight (Ibs) 21 lengths 2,470 2,431 2,513 2,306 3,654 3,024 4,309 Lift Weight (Ibs) 24 lengths 2,822 2,118 2,872 2,635 4,116 3,456 4,925 Lift Weight (Ibs) 25 lengths 4940 2,894 2,992 2,145 4,350 3,601 5,130 c® . UEfl mPOVED L-rr r 419/2014 Print Malleable [.Irç.n Screwed. Finjogs, - Class. 150 MATERIAL SPECIFICATIONS DimensonoI; Fifflng5.ASME B 162 Unons ASME 1639 Bushins/Ptugs; ASME B 16,14 Mikil: A$TM A1 97 Galvanizing,, ASTM A 53 (Hot Dip Gci1vanizng). Theadln: ASME 8L20. Pressure Röting F4flTngs: ASME 8.1 63 Unions: ASME 8..13 Bushings,/plugs-MME 34 14 psre:Tejng All rn'I1eabte iron f , 11fings creesed Or th9h wôll porosity using. :on air urr wotec proceu A* fry Approvo4s: All neàb4i or UI Listed ond FM Apprvd., *&44 Sdr4 thtg pr.BS2t bIkibLe p,i vest ttiO4incPtSearth/Prjr 4379 112 iST • APPIVEO MATERIAL SPECIFICATIONS __ DirnnsoI: f Ufing ASME SI 6.3 Unns: ASME B1639 .uhin9s/Pki9s: ASME BI 6.14. Mro1 ASTM A-i 97 Govanizin9: ASTM A453:(HotDpGdvnizing3. Threodi rig ASME B 2O.1 ssi,irRotin: Fittings- ASME $13 Unons: ASME 16,39 Bvshings/Pugs: ASM 8.16.14 Ptessurë Iehn9 All mIIeob1e iron fittm94 oetes!éd For through wall pornity using cn air urdrwatr process. Agency Approvcls: All m1olloble iron f$tings and UflIOflS to (1 Listed and FM Approved. B.ril S101140!4 fhfe 24g per FS 2 lbIo upon muaF 619/20114. Print MaUeabJe iron Screwed Fittings Class 150 hUp:/An,caProductSearchfIintPruict:asp61id=437O 1/2 /Acn P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 REVERSIBLE BEAM CLAMP 3/4" MOUTH SIZE - ROD: 3/8" SIZE - SYSTEM PIPE: 4" max. SIZE - ROD: 1/2" SIZE - SYSTEM PIPE: 8" max. MATERIAL - Ductile iron. FINISH - Plain, E.G. and H.D.G. LISTING/APPROVAL - c@"203-EX 2551 FM Approved -1951 FUNCTION - Attachment component of an AFCON hanger. To support horizontal piping. INSTALLATION - Per NFPA 13 and these instructions. Install on steel flange - thickness less than 3/4". Set bolt up or down. ASSEMBLY/ATTACHMENT - See drawing. Torque - 3/8"= 60 lb-in or 1/2"= 125 lb-in. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/4 turn. Caution - Do not over tighten set bolt. FEATURES * Maintains CONSTANT HANGER CENTER-LINE, with set bolt up or down. * Flat throat back to prevent twisting on structure during installation. ORDERING - Part #, rod size and finish. 1/10 [qo,] ROD SIZE HOLE SIZE STOCK SIZE 3/8/1/2 33/64 16 ga x I 5/8 11/16 I4gax1I/4 3/4 13/16 14 ga x 1 1/4 7/8 1 15/16 12gax1 1/4 RO. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 160 RESTRAINING STRAP SIZE - One size fits both 3/8" and 1/2" rod or set screw. 5/8", 3/4" and 7/8" are sized individually. Available lengths 4" and longer. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - Sus 203-EX 2551 for 3/8"Al2" rod size. FUNCTION - To enhance hanger attachment in areas subject to earthquakes. INSTALLATION - Install tight to structure and component parts. Minimum return bend = 1" on strap. L-dimension is measured from hanger rod center to the strap end. ORDERING - Part #, L-dimension and rod size. 1/08 IMPERIAL MAX REC. LOAD LBS. METRIC' PIPE ROD PIPE ROD 1/2 3/8 400 10 314 3/8 400 20 10 1 318 400 s to 400 32 10 11/2 8 400 40 10 2 3/8 400 50 10 21/2 3/8 600 5 10 3 3/8 600 80 110 31/2 g 600 10 1000 192_. .....io... 5 1/2 1250 125 12 6 1250 8 1250 200 12 * Order Part #300m Note: 1/2 Ring Hanger not <FM> approved 1/2 and 3/4 Inch pipe 5 thru 8 inch pipe IAcSn P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER l thru 4inch pipe LISTED FOR STEELICPVC SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mu. Galvanized to G-90 spec. LISTING/APPROVAL - 203-EX 2551 'Z' Approval guide - Pipe Hangers OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-17 I (Type 10, Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 10). MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component for use on steel, CPVC or copper piping. INSTALLATION - Per NFPA-13, 13R and 13D. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring body. * Full length knurl on swivel nut for better grip. ORDERING - Part #, pipe size. 2/07 Threaded Mechanical Branch Tee Model MT-30 mechanical tee serves the same function as MT-1 & MT-8 but uses a steel electro-plated U-Bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. A NVh..Star Fire Products Division of Anvil' International Submittal Sheet k~@ APPROVED For Listing / Approval details contact your AnvilStar°°' Representative. AWARNINGI For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvloke XfremeTM Lubricant is recommended. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12. U-BOLT & NUTS: U-bolt is carbon steel SAE Grade 2, Zinc Plated with plated hex nuts carbon steel ASTM A-i 94, Zinc Plated, THREADS: MT-30 NPT per ANSI/ASME b1.20.1 COATINGS: C• Zinc Electroplated Other (Specify): Example: RAL3000 or RAL9000 Series For other Coating requirements contact an AnvilStar Representative. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. C) Grade "E" EPDM (Green color code) -40°F to 230°F (Service Temperature Range) (-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, salts, oil-free air and many chemical services not involving hydrocarbons, oils or gases. NOT FOR USE WITH HYDROCARBONS. C) Other PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect I Engineer: Contractor: Address: / Notes 1: Notes 2: PAGE 1 OF 2 SPF Couplings, Fittings, Flanges, Clamps For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06.0033 go to www.anvilstar.com or contact your local AnvilStar representative Threaded Mechanical Branch Tee JX1QVLBtar- Fire Products Division of Anvil' international Submittal Sheet '.iIcii •MECHAN ICAL TEES Nominal , Hole Diameter Max. Wk. Dimensions Approx. A B C I Size Mm. Max. Pressure Wt. Ea. Diameter Diameter ____ _______ ____________ Take-Out In./TN(mm) In/mm In./mmIn/mm PSL/bar InJmm lnJmm In/mm In/mm Lbs./kg ]1/4 x ½ 1.660x0.840 13A6 1/16 300 21/8 31h 21/4 15/8 0.8 32x12 42.4x27.3 30 33 70.7 54 89 51.2 42 0.4 11/4 3 /4 1.660x 1.050 13/t6 1 5 6 300 2% 31h 21/4 15h 0.8 32x 19 42.4 x26.7 30 33 20.7 54 89 51.2 42 0.4 11/4 x 1 1.660x 1.315 I 3AS I SA6 300 21/4 31h 2/4 1¼ 1.1 32x25 42.4x33.7 30 33 20.1 58 89 51.2 41 0.5 1½ x ½ 1.900x0.840 13A6 1¼s 300 21/4 31/2 21/4 1/4 0.8 40s12 48.3x21.3 30 33 20.7 51 89 57.2 48 0.4 1½ x 3/4 1.900 x 1.050 13A6 P46 300 21/4 31h 21/4 l/4 0.9 40x 79 48.3x26.7 30 33 70.7 57 89 57.2 48 0.4 11h x 1 1.900x1.315 1A 6 15A6 300 2,0 31/2 21/4 73/4 1.1 40x 25 48.3x 33.7 30 33 20.1 61 89 57.2 44 0.5 2 x 1/2 2.315t 0.840 13A6 15A6 300 21h 33/4 21/4 2 0.9 50x12 60.3x21.3 30 33 70.7 64 95 57.2 51 0.4 2 x 3/4 2.375 x1.050 13A6 1 SA6 300 21h 33/4 21/4 2 0.9 50x19 60.3x26.7 30 33 20.1 64 95 57.2 -57 0.4 2 x 1 2.375x1.315 13A6 14 6 300 20 31/4 21/4 2 11 50x25 60.3 x33.7 30 33 20] 67 95 51.2 50 1 0.5 2½ x ½ 2.875 x 0.840 1,i6 1¼6 300 2/4 41/4 21/4 21/4 0.9 65x 12 13.0x21.3 30 33 20.7 70 108 57.2 57 0.4 2½ x 3/4 2.875x1.050 13M 15A 6 300 23/4 41/4 21/4 21/4 0.9 65r19 73.0x26.1 80 33 20.7 70 108 1 57.2 57 0.4 2½ x 1 2.875 x 1.315 13A6 P46 300 27/8 41/4 21/4 21/4 1.1 65x25 1 73.0x33.7 30 33 20.7 13 1 708 57.2 56 1 0.5 BSP equivalent is available as a MT-90. NOTE: Tighten nuts alternatively too recommended torque of 18 -22 ft-16s (25- 30 N-m) on pipe wall less than schedule 10 or 23-27 ft-16s (31 - 37 N-m) an pipe walls schedule 10 and above. PAGE 2 OF 2 SPF Couplings, Fittings, Flanges, Clamps For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06.0034 go to www.anvilstar.com or contact your local AnvilStar representative ?owers Power-Stud +M SD2 PRODUCT INFORMATION FASTENERS Power_Stud+T SD2 Wedge Expansion Anchor PRODUCTIDESCRIPTI ONI SECTION CONTENTS Page No. The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion General Information....................1 anchor which is designed for consistent performance in cracked and uncracked concrete. Material Specifications................1 Suitable base materials include normal-weight concrete, structural sand-lightweight Installation Specifications...........2 concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. Installation Instructions...............3 Performance Data ........................ 4 I. I GEN ERALI APPLICATIONS AND USES Ordering Information ..................8 Structural connections, i.e., beam and column anchorage Utility and safety-related attachments Interior applications / low level corrosion environment - Tension zone applications i.e., cable trays and strut pipe supports fire sprinklers Seismic and wind loading Medium to heavy duty purposes Power-Stud+ SD2 Assembly + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter THREAD VERSION + Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor UNC threaded stud + Anchor design allows for follow-up expansion after setting under tensile loding ANCHOR MATERIALS International Code Council, Evaluation Service (ICC-ES), ESR-2502 for concrete Code compliant with the 2009 IBC, 2009 IRC, 2006 IBC, 2006 IRC, 2003 lBC, 2003 IRC and 1997 UBC Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Global (Factory Mutual) - File No. 3033795, 3/8" and 1/2" diameters Pipe hanger components for automatic sprinkler systems Underwriters Laboratories (UL Listed) - File No. EX1 289 - See listing. Zinc plated carbon steel body with stainless steel expansion clip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYP.) 3/8" diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Grout-filled concrete masonry (CMU) CSI Divisions: 03151-Concrete Anchoring, Masonry Anchorage and 05090-Metal Fastenings. Expansion anchors shall be Power-Stud+ SD2 as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority ICC Having Jurisdiction. 0(o ~ Anchor component Specification Anchor body Medium carbon steel Hex nut Carbon steel, ASTM A 563, Grade A Washer Carbon steel, ASTM F 844; meets dimensional requirements of ANSI 1318.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor body, nut and washer) Zinc plating according to ASTM B 633, SC1,Type Ill (Fe/Zn 5) Minimum plating requirment for Mild Service Condition g 1 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Power-Stud+ SD2 Anchor Detail ?owers. FASTENERS PRODUCT INFORMATION Power-Stud-i ' SD2 IIINSTALLATION SPECIFICATIONS Installation Table for Power-Stud+ SD2' Nominal Anchor Size Anchor Property/Setting 3/8" 1/2 5/8" 3/4" Information Notation Units Anchor diameter d0 in. 0.375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9/16 11/16 13/16 clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbjt 3/8 1/2 5/8 3/4 in. ANSI ANSI ANSI ANSI Minimum nominal embedment hnom in. 2 3/8 2 1/2 3 3/4 3 7/8 4 7/8 4 1/2 5 3/4 depth (mm) (60) (64) (95) (98) (124) (114) (146) Effective embedment hef in. 2 2 3 1/4 3 1/4 4 1/4 3 3/4 5 (mm) (51) (51) (83) (83) (108) (95) (127) Minimum hole depth1 h0 in. 2 5/8 2 3/4 4 4 1/4 5 1/4 4 3/4 6 (mm) (67) 1 (70) (102) (108) 1 (133) (121) (152) Minimum concrete member hmin - 4 4 1/2 I 6 5 3/411 3/4 5 3/4 6 1/2 [ 8 7 10 thicknessi (mm) (102) (114) 1(152) (146) (146) (146) (165) (203) (178) (254) Minimum overall anchor length lanch in. 3 3 3/4 4 1/2 4 3/4 6 6 1/4 7 (mm) (76.2) (95) (114) (121) (152) (159) (178) Minimum edge distance1 Cmin in. 2 1/2 4 4 2 3/4 4 1/4 4 1/4 5 4 1/2 (mm) (615) (102) (70) (108) 08) (127) (114) Minimum spacing distance1 5min in. 3 1/2 6 (102)E(70) 4 6 4 1/4 4 1/4 6 6 (mm) (88.9) (152) (102) (152) (108) (108) (152) (152) Critical edge distance1 Cac in. 6 1/2 8 10 8 15 10 12 12 (mm) (165.1) (203) (254) (203) (400) (254) (305) (305) Installation torque Tinst ft-lb. 20 40 60 110 (N-m) (27) (54) (81) (149) Torque wrench socket size - in. 9/16 3/4 15/16 1 1/8 Nut height - in. 21/64 7/16 35/64 41/64 1. For installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3hf or 1.5 times the flute width. Head Marking Legend Letter Code = Length Identification Mark Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Length Identification Mark A B C 0 E F G H I From 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-112" 6" Uptobut 2" 2-112" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" including Mark K I M N 0 P M N 0 P From 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 7-1/2" 8" 8-1/2" 9" Up to but not 7" 7-1/2" 8" 8-1/2" 9" 9-1/2" 8" 8-1/2" 9" 9-1/2" including Length identification mark indicates overall length of anchor. 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com - 2 .4 4 .2 - . 4 4 4 4 40 4 ?owers Power-Stud .i. SD2 PRODUCT INFORMATION FASTENERS IIINSTALLATIONIINSTRUCTIONS Installation Instructions for Power-Stud+ SD2 C; 1.) Using the proper drill bit size, 2.) Remove dust and debris from 3.) Position the washer on the 4.) Tighten the anchor with a drill a hole into the base the hole. anchor and thread on the nut. If torque wrench by applying the material to the required depth. installing through a fixture, drive required installation torque, Tj, st The tolerances of the drill bit the anchor through the fixture into used should meet the the hole. Be sure the anchor is requirements of ANSI Standard driven to the minimum required B212.15. nominal embedment depth, hnom Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' IteuclullAt WINXWMIGHTCONOM01111 WOOL~ NTt 04 InELOecRIMIMMUM 1.RGOPG1 UMERFUJU MAI. .V41' ..' '/'.. •. i:I e 4112 .4 MM 1 I/4 -.. (.i il_1j OGO NO. 8O GAGE 1T.RLOICRMA4. A.1.119 EDGE Installation Detail B: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete23 STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE . OVER STEEL DECK (MINIMUM 3,000 PSI) 7 1' Clr. Mm. / tnJMin. 31. Mm No. 20 Gage Steel Deck Mm. Lower Flute Edge- Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail B profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/4-inch a minimum hole clearance 314-inch is satisfied. g 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 -Powers FASTENERS PRODUCT INFORMATION Power-Stud+" SD2 PERFORMANCE 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" 1/2" I 5/8" 3/4" Anchor category 1,2 or 3 - 1 1 1 1 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) f Y ksi (N MS 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) f silo ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) '4se in2 mm 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tension N. lb (kN) 6,625 (29.4) 10,445 (4.0) 13,080 (58.2) 21 ' 230 (94.4) Reduction factor for steel strength3 0 - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment hg in. (mm) 2.00 (51) 2.00 (51) I 3.25 (83) 3.25 (83) I 4.25 (108) 3.75 (95) 5.00 1 (127) Effectiveness factor for uncracked concrete - 24 24 24 24 Effectiveness factor for cracked concrete kr,. i - 17 17 17 17 Modification factor for cracked and uncracked concrete5 W, /V - 1.0 See note 5 1.0 See note 5 1.0 See note 5 1.0 See note 5 Critical edge distance C in. (mm) 8 (203) 8 (203) I 10 (254) 8 (203) I 15-3/4 (400) 12 (305) I 12 (305) Reduction factor for concrete breakout strength3 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 psi)6 p,UflO' lb (kN) 2 775 (12.3) See note 7 6,615 I (29.4) I See note 7 See note 7 See note 7j I See note 7 Characteristic pullout strength, cracked concrete (2,500 psi)6 N NP , lb (kN) 2,165 (.6) Seenote7j I (19.5) Seenote7 4,980 1 (22.4) See note 7 7,795 j (35.1) Reduction factor for pullout strength3 0 - 1 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic6 9 () lb (kN) 2,165 I See note 7 (9 .4) 4,375 See note 4,980 I See note 7 I 7,795 Reduction factor for pullout strength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, cracked concrete over steel decic according to Installation Detail At° Uflr lb (kN) 1,855 (8.3) 2,065 (9.2) 3,930 (17.5) 4,665 (20.8) 7,365 (32.8) 4,900 (21.8) Characteristic pullout strength, uncracked concrete oversteeldedcaccordingtolnstallationDetailB1° N dk ' ° lb (kN) 1,445 (.4) 1,465 (6.5) 2,600 (11.6) 3,305 (14.7) 3,490 (15.5) 3,470 (15.4) Characteristic pullout strength, uncracluedconcrete over steel dedc according to Installation Detail 810 °' lb (kN) 1,600 (5.6) 2,025 (6.4) Not Applicable Not Applicable Not I Applicable Not I Applicable Characteristic pullout strength, cracked concrete over steel deck,according to Installation Detail 810 N ' lb (kN) 1,250 (.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Reduction factor for pullout strength3 - 0.65 (Condition B) The data in thistable is intended to be usedwith the design provisions of ACI 318Appendix 0; foranchors resisting seismicload combinationsthe additional requirements of ACI 318 0.3.3 shall apply. Installation must comply with published instructions and details. P/I values of 4swere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix care used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets Act 318 Appendix 0 requirements for Condition A, see ACI 318 0.4.4 for the appropriate q factor. The Power-Stud+ SD2 is considered a ductile steel element intension as defined by ACI 318 D.I. Reported values for steel strength intension are based on test results per ACI 355.2 and shall be used for design. For all design cases use Wc v= 1.0. Select appropriate effectiveness factor for cracked concrete (k0) or uncracked concrete (kc,). For all design cases use 'Pçp = 1.0. For concrete compressive strength greater than 2,500 psi, Npq = (pullout strength value from table)"(specifled concrete compressive strength/2500)n, For concrete over steel deck the value of 2500 must be replaced with the value of 3000. For all anchors n= 1/2 with the ewept/on of the 3/8" anchor size for cracked concrete where n = 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-lightweight concrete provided that Nti, N5q 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 Np, are for structural sand-lightweight concrete (fc, win = 3,t00 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with Act 318 0.5.2 is not required for anchors installed in the flute (soffit). g Powers USA: (800)524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ?owers Power-Studi SD2 PRODUCT INFORMATION FASTENERS PERFORMANCE DATA Shear Desian Information (For use with load combinations taken from ACI 318 Section 9.2)19 Design Characteristic Notation Units Nominal Anchor Size 3/8" I 1/2° 5/8" 3/4" Anchor category 1, 2 or 3 - 1 1 1 [ 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength (threads) ksi 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) ksi (N/mm2) 96.0 (662) 84.8 (585) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) A,,,in2 (mm2) 0.0775 (50.0) 0.1419 (65.7) 0.2260 (104.9) 0.3345 (215.8) Steel strength in shears V lb 0) 2,190 (9.7) 4,640 (20.6) 9,800 (44.1) 10,175 (45.3) Reduction factor for steel strength3 - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing lenath of anchor (het or 8d0, whicflever is less) 4 tn. (mm) 2.00 (51) I 2.00 (51) j 3.25 (83) I 3.25 I (83) 4.25 (108) () 5.00 I (127) Reduction factor for concrete breakout stren03 0 - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.0 for h< 2.5 in., 2.0 for hef~ 2.5 in.) - 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Effective embedment h f in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 j (108) 3.75 5.00 (127) Reduction factor for pryout strength3 0 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 (v'.) lb (kN) 1955, (8.7) 4,640 (20.6) 6 530 (9.0) 6,635 j (29.5) Reduction factor for steel strength in shear, seismic3 0 - 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL -WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel v sadeck deck according to installation Detail A8 lb (kN) 2,170 (9.7) 3 815 (17.0) 5,040 I (22.4) 4,015 (17.9) 6,670 (9.7) 4,325 (19.2) Steel strength in shear, concrete over steel deck, according to Installation Detail B3 v lb (kN) 2,170 (9.7) 2,880 (12.8) Not i Applicable j Not Applicable Not Applicable j Not I Applicable Reduction factor for steel strength in shear for concrete over steel deck3 - 0.60 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of AC 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 Section D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for the appropriate 0 factor. The Power-Stud+ SD2 is considered a ductile steel element as defined by ACI 318 D.1 with the exception of the 3/8" anchor size in shear. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and shall be used for design. These reported values may be lower than calculated results using equation D-20 in ACI 318-05 D.6.1.2 and D-18 in ACI 318-02, D.6.1.2. Anchors are permitted to used in structural sand-lightweight concrete provided that V and V are multiplied by a factor of 0.60 (not required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Section 9.6. Values for V are for structual sand-lightweight concrete (/'ç m,n= 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 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the flute (soffit). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers. FASTENERS PRODUCT INFORMATION Power-Stud M 5D2 Factored Design Strength (ON and 0 Vn) Calculated in Accordance with ACI 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = hmin, and with the following conditions: 7" - Cal is greater than or equal to the critical edge distance, Cac (table values based on Cat = Cac). I . - Ca2 is greater than or equal to 1.5 Cal Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the controlling Ca2 h ,,/' failure mode is listed (e.g. For tension-steel, concrete breakout and pullout; For shear steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated 7 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 Design Strength for Power-Stud+ 51132 in Cracked Concrete 6) Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, ft (psi) 2,500 3,000 4,000 I 6,000 I 8,000 Size (in) hnom (in.) Tension (lbs.) shear (lbs.) Teision (lbs.) shear (lbs.) Tension (lbs.) shear (lbs.) Tension I (lbs.) shear (lbs.) Tension (lbs.) shear (lbs.) 3/8 2-3/8 1,405 1,495 1,645 1 1,885 2,075 1/2 2-1/2 1,565 1,685 1,710 1,9.1 1,975 2 130 2,420 r,605 2,795 3,010 3-3/4 2,845 t 3,115 3595 4,405 5,085 0. 5/8 3-7/8 3,235 3,575 3,545 3,920 4,095 4,525 5,015 5,540 5,790 I 4-7/8 3,235 4,885 3,545 - 5,355 4,095 6,180 5,015 • 5,790 . $ 3/4 4-1/2 4,010 4,730 4,395 . 5,185 5,075 5,985 6,215 • ' 7,175 53/4 5,065 • 5,550 • 6,410 • ____ 7,850 9,065 Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Minimum Concrete Compressive Strength, Pc (psi) Nominal Nominal 2,500 3,000 4,000 6,000 8,000 Anchor Embed. Size hno. ON, çbV ON,, ØV çbN ØV ON,, V11 (in.) (in.) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,805 1,975 2,280 2,795 3,225 2-1/2 AQ,205 2,D5 '2,415 2,605 2,790 3,005 2,795 3.945 1/2 3-3/4 4,300 4,710 1 5,440 6,660 7,690 i 3-7/8 p4,570 5,005 5,005 5,485 5,780 6,335 1 7,080 8,175 5/8 4-7/8 7,485. 8,645 6,835 10,585 12,225 .0,130 . I 4-1/2 5665 - 6,205_ . 7,165' . 8,775 . 5-3/4 8,720 9,55 5 11,030 . I . 13,510 V 15,600 Steel Strength Controls I I Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls Factored design strengths may be converted to allowable Idads using an appropriate conversion factor, o, for the controlling load combination. See ICC-ES ESR-2502. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 wwW.powers.com Power-Stud.i.' SD2 PRODUCT INFORMATION -Powers FASTENERS Converted Allowable Loads for Power-Stud+ 5D2 in Cracked Concrete1.2 (a Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, Pc (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) hnom (in.) TØJIOW!O,Aso Tension (lbs.) VeJIOtyaIJIO ASO Snear (lbs.) Tension (lbs.) VJJO,,JIASD Snear (lbs.) Talbwab!eASb Tension (lbs.) VaUowable,ASO Shear (lbs.) Tallowable,ASD Tension (lbs.) VaUo,,abIe,ASD Stiear (lbs.) Tallowable,ASD Tension (lbs.) 1"aiowable.ASD Shear (lbs.) 3/8 2-3/8 1,005 940 1,065 940 1,175 940 1,345 940 1,480 940 1/2 2-1/2 1,115 1,205 1,220 1,315 1,410 1,520 1,730 1,860 1,995 2,150 3-3/4 2,030 2,115 2,225 2,155 2,565 2,155 3,145 2,155 3,630 2,155 5/8 3-7/8 2,310 2,555 2,530 2,800 2,925 3,230 3,580 3,955 4,135 4,550 4-7/8 2,310 3,490 2,530 3,825. 2,925 4,415 3,580 4,550 4,135 4,550 3/4 4-1/2 2,865 3,380 3,140 3,705 3,625 4,275 4,440 4,725 5,125 4,725 5-3/4 3,615 4,725 3,965 4,725 4,580 4,725 5,605 4,725 6,475 4,725 Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete1 2 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) hnøm (in) TaflowabjeAso Tension (lbs.) V9JOW b1ASD Shear (lbs.) TgQ,,/$0 Tension (lbs.) '1aPowabJe,ASD Shear (lbs.) TBffOw2bIØ,ASD Tension (lbs.) VaIk%yable,ASO Snear (lbs.) TallOwable.ASD Tension (lbs.) Shear (lbs.) TaIIOWab1eASD Tension (lbs.) Vallo bIoASD Sear (lbs.) 3/8 2-3/8 1,290 940 1,410 940 1,630 940 1,995 940 2,305 940 1/2 2-112 1,575 1,695 1,725 1,860 1,990 2,145 1,995 2,155 2,815 2,155 3-3/4 3,070 2,115 3,365 2,155 3,885 2,155 4,775 2,155 5,490 2,155 5/8 3-7/8 3,265 3,575 3,575 3,915 4,130 4,525 5,005 4,550 5,840 4,550 4-7/8 4,880 4,550 5,345 4,550 6,175 4,550 7,560 4,5.50 8,730 4,550 3/4 4-1/2 4,045 4,725 4,430 4,725 5,115 4,725 6,265 4,725 7,235 4,725 5-3/4 6,230 4,725 6,825 4,725 7,880 4,725 9,650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factor, o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.20 + 1.6L Calculated weighted average for the conversion factor, d: 1.2(0.5)+ 1.6(0.5)= 1.4. Anchor Size minimum Embedment Installation Ulimate Load Allowable Load Ulimate Load Allowable Load Din.epth Location3 Tension lbs Tension Shear lbs. Shear (mm) (mm) (kN) lbs. (kN) (kN) lbs. (kN) Wall Face 3/8 2-1/2 Mm. 2-1/2" Edge 1,670 335 2,075 415 (9.5) (50.8) and End Distances (7.4) (1.5) (9.2) (1.8) 2-1/2 Wall Face Min. 3' Edge and 21295 460 1,310 260 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) 1/2 (12.7) Top of Wall 3-3/4 . Mm. 1-3/4' Edge 3,320 665 1,140 230 (95.3) and 4" Edge (14.8) (3.0) (5.1) (1.0) Distances Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necssary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell. 9 7 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Ultimate and Allowable Load Capacities for Power-Stud+ SD2 in Grout Filled Concrete Masonryl 2.3 f' Nominal Minimum Masonry Compressive Strength, 'm= 1,500 psi (1 OA MN) Minimum End , Minimum Edge Distance (Typ r Distance (TypI 4 .. Grout Filled cMuyi CeR Web Typl Face Shell Permissible Anchor Locations (Un-hatched Area / Through Face Shell) U =151.11.1EXAM ?owers. FASTENERS PRODUCT INFORMATION Power-Stud+' 5D2 ORDERING INFORMATION Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat No Anchor Size Thread Length Box Qty. Carton Qty. Wt./100 (Ibs) 74135D2 3/8"x3" 1-3/4" 50 300 10 7414SD2 3/8"x3-1/2" 2-1/4" 50 300 12 7415SD2 3/8" x 3-3/4" 2-1/2" 50 300 13 7416SD2 3/8" x 5" 3-3/4" 50 300 16 7422S02 1/2" x 3-3/4" 2-1/8" 50 200 23 7423SD2 1/2" x 4-1/2" 2-7/8" 50 200 28 74245D2 1/2" x 5-1/2" 3-7/8" 50 150 32 7426S02 1/2"x7" 5-3/8" 25 100 44 7427SD2 1/2" x 8-1/2" 6-7/8" 25 100 46 7435502 5/8" x 4-3/4" 2-7/8" 25 100 52 7433SD2 5/8" x 5" 3-1/8" 25 100 57 7434SD2 5/8"x6" 4-1/8" 25 75 64 7436S02 5/8' x 7" 5-1/8" 25 75 72 74385D2 5/8" x 8-1/2" 6-5/8" 25 75 84 7442SD2 3/4" x 5-1/2" 3-1/4" 20 60 88 7444S02 3/4"x6-1/4" 4" 20 60 90 7446SD2 3/4" x 7" 4-3/4" 20 60 —_95 7448S02 3/4" x 8-1/2" 6-1/4" 10 40 95 The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers. Installation Accessories - Cat. No. Description Box Qty. 08465 Adjustable torque wrench with 1/2" square drive (10 to 150 ft-lbs.) 08280 Hand pump / dust blower 1 g Powers USA (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 8 ~72 Fire Protection Products Worldwide Contacts f www.tyco-fire.com Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" thai provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 014 I'fI)tfaI The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 .......Upright 5.6K, 1/2" NPT TY323 ......Pendent 5.6K, 1/2 NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* *The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/psill2 (80,6 LPM/bar112) FEBRUARY 2014 Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector.................Bronze TFPI72 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector. can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* 5 uI 1 7/16 (11,1 mm) ______ I NOMINAL ________ 2' MAKE-IN _____ (50,8 mm) 20 3iiiIiI (50,8 mm) fV (349mm) WA 1 _ Fl 1/2 NPT** DEFLECTOR* 2-7/8 (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE / WRENCH RECESS 60, 111 (USE ONLY FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With referene to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 2-7/8 DIA. (73,0 mm) 2-1/4 DlA, FACE OF (57,2 mm) SPRINKLER I FITTING MOUNTING 5/8 (15,9 mm) FLUSH 3/8±5/16 (9,5±7,9 mm) I I J \ (3,2 mm) l/8 SURFACE// CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TYFRB PLATE 3/4' (19,1 mm) FIGURE SERIES 7Y-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8 DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4' DIA FITTING (57,2 mm) 5/16±1/4 1/2 (12,7 mm) (7,9±6,4 mm) FLUSH MOUNL/1/8 j SURFACE \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB PLATE 7/8 (22,2 mm) FIGURES SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 4 of 4 P/N* 77 - XXX --X - XXX SPRINKLER TEMPERATURE FINISH I I I RATINGS I SIN I 1 NATURAL BRASS 370 5.6K UPRIGHT (1/2 NPT) 31 PURE WHITE (RAL9010)— POLYESTER 371 5.61K PENDENT (1/2 NPT) TY323 4 SIGNAL WHITE (RAL9003) POLYESTER * Use suffix I" for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I Eastern Hemisphere sales only 135 135°F (57°C) 155 155°F (68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286-F (141-C) TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Perinbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqca TEFLON is trademark of The DuPont Corporation. Fire Protection Products