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F's aoaa- 600N OFFICE COPY II1Hos\,.i (08-"- 12 -Wy. RECEIVED Mindful Therapy MAR 92022 CITY OF TIGARD Material Data Report 3UILDINGDIVISION! MC 'nstt'y For Fire Protection Systems for ih. Ife Of Your Betiding 11740 SW 68th Parkway Tigard,OR 97223 02/23/2022 rx :t yrt " Fi n FMZ .!(4t Pill Ei�,$ }b 1 Fi ti:' Y .i ( 4 v,Y • ?y' y4 Contents 4 - FIRE SPRINKLERS 12 - PIPE 14 - THREADED FITTINGS 31 - HANGERS 33 - ANCHORS IM1N 5005 THIRD AVENUE S. ��ry SEATTLE,WA 98134 IW IYINy 206.762.3311•MCKINSTRY.COM Bulletin 014 Rev. P Model Fl FR Series Quick Response Glass Bulb Sprinklers -o Model F1 FR56 Sprinkler Types Standard Spray Upright � Standard Spray Pendent0. Conventional Upright/Pendent _ Vertical Sidewall 4-4 Horizontal Sidewall Model F1FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent Horizontal Sidewall ,. Model F1 FR56 Concealed Sprinkler Types moullik 4 Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler �. Types Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Upright Pendent/F1/F2 Standard Spray Pendent Model F1 FR40 Sprinkler Types Standard Spray Pendent .• ,lit Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types t Standard Spray Pendent Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed Types Sidewall Pendent Pendent/FP Standard Spray Pendent with less than 0.25% Lead Content Listing &Approvals II II The following organizations provide Listings or Approvals for various Model F1FR series sprinklers. See the Design and Installation table in this Bulletin for information on XLH Upright XLH Pendent XLH Recessed specific listings and approvals applicable to each sprin- PendentFi/F2 kler. Product Description 1. Underwriters Laboratories Inc. and Certified for Canada(cULus) in accordance with ANSI/UL199. Reliable Model F1FR series sprinklers 2. FM Approvals (FM) are quick-response automatic sprin- 3. Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element. 4. VdS Schadenverhutung GmbH (VdS) Model Fl FR series sprinklers are Stan 5. Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed to NSF/ANSI Standard 61 Annex G (ULH) sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- The Model F1FR Series automatic sprinklers utilize a 3.0 CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) mm frangible glass bulb.These sprinklers have demonstrat- (EC) ed response times in laboratory tests which are five to ten UL Listing Category times faster than standard response sprinklers. This quick Sprinklers, Automatic&Open (VNIV) response enables the Model F1FR Series sprinklers to apply Quick Response Sprinkler water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid Model F1FR Series sprinklers must be installed with the iri both the liquid and vapor phases. The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands,forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended opening the waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1FR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal Model F1FR Series Recessed sprinklers are to be installed sidewall, and vertical sidewall deflectors as shown in Fig. 1, Fig.2,or Fig.3,as applicable to the spe- • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6 (80 metric) table in the Bulletin identifies the only recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model F1FR series sprinkler configurations. Concealed Sprinklers Model F1FR Recessed Pendent and Recessed Horizon- Model F1FR Series Concealed Pendent sprinklers are to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig.4 or Fig.5,as applicable to the Model F1, F2, or FP recessed escutcheons. See the Re- selected cover plate. Model F1FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler. Model F1 and F2 recessed escutcheons, shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm)and 1/2-inch (12.7mm)of adjustment, respectively. the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig. 2, provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly. The Model F1FR56 Concealed Pendent and Model F1FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment. A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch (13mm)or 5/8-inch (8mm)of cover cover plate adjustment. In addition, a low profile Model CCP adjustment. Do not install Model F1FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.0mm) of cover plate adjustment. See the Design and In- in the space above. stallation information and Listed and Approved Temperature Model F1FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model RC1 wrench is used to engage the sprinkler wrenching Application surfaces and to install the sprinkler in the fitting. Remove the Model F1FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed.When inserting or remov- Data Sheets, and the requirements of the Authority Hay- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction. Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler type are other part of the sprinkler/cup assembly Installation is corn- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup.Final adjustment is made F1FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling.Cover plate removal requires turning the provided in this Bulletin. cover plate in the counter clockwise direction.After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place. Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1FR56 Concealed Pendent and Model F1FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage. Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand. Do not use tools to remove bulb protectors. which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. , I Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings Model K-factor Diameter Deflector/ Height Installation SIN and Approval Orientation Wrench Approvals Notes US Metric inches mm inches mm Pendent 2.25 57 D or W2 RA1411 cULus 2 F1FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D or W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D or W2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1FR42LL 4,2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1 FRXLH Pendent 2.25 57 D or W2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 D or W2 RA1423 cULus 1,2 Pendent 2.25 57 D or W2 RA1414 cULus,FM, 1,2,3,4 LPCB,VdS, EC Recessed Pendent 2.25 57 GFR2 RA1414 cULus,FM, 1,2,3,4 LPCB,VdS, EC F1FR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA1425 cULus, FM, 1,2,3,4 LPCB,VdS, EC "Conventional 2.25 57 D or W2 RA1475 LPCB,VdS, EC 4 (Pendent or Upright)" Pendent 2.25 57 D or W2 RA1415 cULus, ULH 1 F1FR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 RC1 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal 263 67 GFR2 RA1435 cULus, FM 8 Sidewall F1FR56 5.6 80 1/2 15 Vertical Sidewall 2 25 57 D or W2 RA1485 cULus, FM, 1,2,3,9 (Pendent or Upright) LPCB (1)cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (4)Available with LPCB and VdS approved Polyester coating. (5)VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only.VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (6)Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (7)cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the F1FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. ()cULus Listing and FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100°F(38°C) Max.Ambient 150°F(65°C) Max.Ambient 225°F(107°C)Max. Model Temp. Temp. Ambient Temp. Orientation 135°F (57°C) 155°F (68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C)Temp. Temp. Rating Temp. Rating Temp. Rating Temp. Rating Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent i cULus -- Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS -- Pendent cULus F1FR42 Recessed Pendent cULus -- Upright cULus F1FR42LL Pendent -- cULus,ULH -- Recessed Pendent -- cULus,ULH -- Pendent cULus F1FRXLH Recessed Pendent cULus -- Upright cULus Pendent cULus,FM, LPCB,VdS, EC Recessed Pendent cULus,FM, LPCB,VdS, EC -- F1FR56 Concealed Pendent* cULus cULus,VdS,EC cULus -- Upright cULus, FM, LPCB,VdS,EC "Conventional LPCB,VdS, EC (Pendent or Upright)" Pendent -- cULus,ULH -- F1 FR56LL Recessed Pendent -- cULus,ULH -- Concealed Pendent* -- cULus,ULH -- Horizontal Sidewall cULus,FM F1FR56 Recessed Horizontal cULus, FM Sidewall F1FR56 Vertical Sidewall(Pen- cULus, FM,LPCB dent or Upright) Model F1FR56 Concealed Pendent and F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F(74°C)temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig. 1 &3) (Fig. 1 &3) (Fig. 2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB,VdS, cULus,FM,LPCB, cULus,VdS, EC RA1414 EC VdS, EC F1FR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. 2 1/4"HOLE DIA. [57.2mm] _ 1 15/16"014 [49.2mm] I L-_-_=_-I TURN COLLAR I I 1"X 1/2" REDUCER UNTIL TIGHT AGAINST SPRINKLER 1 WRENCH BOSS \ FACE OF FITTING TO FACE OF CEILING DIMENSION I 5 F1 ESCUTCHEON II - II AT MAXIMUM RECESS = 1[25.4mm] _�T T 110111 ; __ AT MINIMUM RECESS = 3/879.5mmJ Fl ESCUTCHEON �1//1//1 F2 ESCUTCHEON 3/4719mm] =�,•- —al , AT MAXIMUM RECESS = 3/4719mm] ADJUSTMENT LL II AT MINIMUM RECESS = 3/8[9.5mm] F2 ESCUTCHEON 'III; ;=a_ III' IV �' I/2[12.7mm] t ! `I • J ADJUSTMENT SDI luJ F7 ESCUTCHEON iii //e" AT MAXIMUM RECESS = 7/8[22.2mm] [Z2mm] AT MINIMUM RECESS = 1-5/8[41.3mm] Q�'`� H� F2 ESCUTCHEON NOV\'- .a : AT MAXIMUM RECESS = 1-1/8[28.6mm] AT MINIMUM RECESS = l-5/8(41.3mm] 2 27/32"D/A. [72.2mm] Fig. 1 Model F1FR56,F1FR56LL,F1FR42,F1 FR40,F1 FR42LL,F1FRXLH&F1FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon L___ _ -I r F-_—__-___ -1=� I I 1" X 1/2" REDUCER 2 5/8" DIA. [66 HOLE IN CEILING 2 5/16" DIA. [58.7mm] CUP r I CEILING p'=�S FACE OF FITANG j'lll®����Ili'1 TO FACE OF CEILING - -- III ---—"'II DIMENSION di 1 Till AT MAXIMUM RECESS = 1-1/2[38mm] i AT MINIMUM RECESS = 1"[25.4mm] I��� lI 1��. 1 A. • r°1r�� ��e r�I, AT MAXIMUM RECESS = 9/16[14.3mm] `ti, �� Y2-12.7mm] 41i,� AT MINIMUM RECESS = 1[25.4mm] ADJUSTMENT ... •,,, 3.1/4" DIA. T [82.6mm] Fig.2 Model F1FR56,F1FR56LL,F1FR42,F1FR40,F1FR42LL,F1FRXLH&F1FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON j///////A AT MAXIMUM RECESS = 1[25.4mm] / AT MINIMUM RECESS = 3/879.5mm] .Z Fl ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8 734.9mm] AT MAXIMUM RECESS = 3/4719mmJ AT MINIMUM RECESS = 2-1/16752.4mm] AT MINIMUM RECESS = 3/879.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8741.3mm] 2 1/4" HOLE DIA. 1/8" AT MINIMUM RECESS = 2-1/1 6 752.4mm] [57.2mm] [3.2mm] 1" X 1/2" REDUCER 7 _rlki r—i— , ,uid ; —�,'� ! (1) � ii l "'ICJ i. 4"-12" 1 15/16" DIA. I���ii I' I III_. xx� --- _S!I [101.6mm-304.8mm) I [49.2mm] nm0 1 I ,;,,,III' 'II 2 27/32" DIA. CEILING TO iI i,Y,� i J�i`, [72.2mm] DEFLECTOR TURN COLLAR UNTIL ) TIGHT AGAINST SPRINKLER WRENCH BOSS. L F1 ESCUTCHFON 3/4719mm] ADJUSTMENT F2 ESCUTCHEON 1/2712.7mm] ADJUSTMENT x, RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW - - - - 7 I F - 2 5/8" DIA. 2 5/16" 0/A — -1 HOLE IN CEILING CUP �t4 ice- S IIII 0 va I�� 1 1/2" MAX. ��������� �I!Ji iu�I(I FACE OF FITTING ///, 4 ,,/ TO FACE OF CEILING �� � DIMENSION CEILING A --- 1/2" MAX. ••-- --•" 15/16" COVER ADJUSTMENT COVER PLATE — ASSEMBLY - 3 5/16" DIA. - SPRINKLER / CONCEALED. 1/2" ADJUSTMENT 017FGOIA Fig.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. 1" x 1/2" REDUCING\ TEE OR ELBOW \ — --_Hi--------+--------1+----- (-—— -ll I ( 2 5/8" DIA. 2 5/16" DIA — ,, HOLE IN CEILING L , CUP ----..=----_-7--- -_ LW11=—____ MMI / _ _ _ 1 ]WI�I_r»�II�� 1 1 2 ' MAX. ,-,z�` JJ FACE OF FITTING i III 11 III TO FACE OF CEILING p ,1 IV -f,- ..,, DIMENSION CEILING 4 ,,�,x.,V 5/16" MAX. -.-' --•• 3/4" COVER ADJUSTMENT COVER PLATE— I } ASSEMBLY - 3 5/16" DIA. - SPRINKLER / CONCEALED. 5/1 6" ADJUSTMENT unrGO Fig.5-Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch(8.0mm)adjustment-Model CCP cover plate Maintenance Material Data The Model F1FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA Frame: DZR Brass,QM Brass,or Low Lead Brass 25. Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 220,260,or 510 any other cleaning fluids. Remove dust by using a soft brush Load Screw\Pintle: CDA Alloy 360 or 544 or gentle vacuuming. Replace any sprinkler which has been Cup: CDA Alloy 651 or 693 painted(other than factory applied)or damaged in any way. Washer: Nickel Alloy 440 or 360,coated with PTFE A stock of spare sprinklers should be maintained to allow Adhesive Tape quick replacement of damaged or operated sprinklers. Bulb: Glass Finishes to Standard Finishes Sprinkler Escutcheon Cover plater') Ordering Information Bronze Brass Chrome Specify: Chrome Plated Chrome Plated White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated(4 ) White Painted Special Application Finishes [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Escutcheon Cover plate(') 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Bri ht Brass Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(') PTFE g [Recessed Horizontal Sidewall][Vertical Sidewall] Bright Brassj3I Bright Brass Black Plating Black Plated Black Plated Black Paint 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Paintj2))WJ Black Paint Off White 4. Sprinkler Temperature Rating: [135°F (57°C)][155°F Off White)'xe) Off White Satin Chrome (68°C)][175°F(79°C)][200°F (93°C)][286°F(141°C)] Chrome Dull Chrome Dull 5. Sprinkler Finish (”Other finishes and colors are available on special order. Consult the p factory for details.Custom color painted sprinklers may not retain their 6. Escutcheon Model: [F1][F2][FP] UL Corrosion resistance listing.Coverplate custom paint is semi-gloss, 7. Escutcheon Finish (where applicable) unless specified otherwise. 8. Cover plate Model: [standard profile CCP 1/2-inch (2) cULus Listed only. 12.7mm adjustment][low )3) 200°F(93°C)maximum. ( ) ad 1 ][ profile CCP 5/16-inch )4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (8.0mm) adjustment] (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9. Cover plate Temperature Rating: [135°F(57°C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][165°F (74°C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] 5 FM Approvals finish as"Polyester coated"applies to SIN Number RA1414,RA1435 and RA1425 in standard black or white. 10. Cover plate Finish )s)LPCB and VdS Approved finish applies only to RA1425,RA1414,RA1418 (VdS)and RA1475. Note: When Model F1FR Series Recessed sprinklers are ordered, the )')cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately. 7. Reliable . . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • 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 almost 100 years, Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recydec Rammbid (800)483481-1588 Sales Offices Paper (800) -6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ES.Printed in U.S.A.11/17 P/N 9999970300 Schedule 10 and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch. 10 and Sch. 40 pipes are of quality pipe products. Our Schedule 10 and made to ASTM A135 and ASTM A795. These Schedule 40 are FM Approved and UL Listed (for U.S. products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings. Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind. Our Sch. 10 and Sch. 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53. other fine pipe products. Schedule 10 Pipe Nominal Pipe Size (in) Nominal O.D. (in) Nominal I.D. (in) 1Weight/Ft Bundle Size 1 1.315 1.097 1.41 lbs/ft 91 1 1/4 1.660 1.442 1.81 lbs/ft 61 11/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 21/2 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe Nominal Pipe Size (in) Nominal O.D. (in) Nominal I.D. (in) Weight/Ft Bundle Size 1 1.315 1.049 1.68 lbs/ft 70 11/4 1.660 1.380 2.27 lbs/ft 51 11/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 21/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 4 4.500 4.260 10.80 lbs/ft 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. l(N�� Chesterfield,ClarksonRoad For additional information, MO 63017 contact your salesperson A C t. US Lwl, RI P r Moose TUBE COMPANY (800)325-4467 today at(800)325-4467 or LISTED - FAX:(636)537-2645 (636)537-2600 in the USA, www.bullmoosetube.com or from Canada11> AcImocompany e-mail: salesnbullmoosetube.com call(800)882-4666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8,'u 8 SECTION 10 TEELOXTM MECHANICAL BRANCH CONNECTOR Designed for fast installation of bolted branch outlets, -- TeeloxTM mechanical branch connectors are practical alternatives to existing branch connect • systems. Made from high quality cast iron, TeeloxTM are known for long-lasting, maintenance-free performance. " Key Features: r ,-,., • A high grade EPDM rubber gasket surrounds the' locating collar for accurate, permanent installation and the best seal in the industry. - ' • The locating collar is an integral part of the casting. • A zinc-plated high-tensile steel U-bolt ensures rust-free attachment. • TeeloxTM is approved for conventional and arm-over installations. Pipe Center Hole Dia. Take NPS to Outlet B Out c A 1 1/4 x 1/2 1.98 1.19 1.19 1 1/4 x 3/4 2.05 1.19 1.19 41 , -- Eya 1 1/4 x 1 2.13 1.19 1.19 III / ��0 OUTii 1 011 A 1 1/2 x 1/2 1.9E 1.19 1.19 TAKE 1 1/2 x 3/4 2.05 1.19 1.19 ,Pr,11/2x1 2.13 1.19 1.19 2 x 1/2 2.26 1.19 1.47 er i r 2 x 3/4 2.33 1.19 1.47 2 x 1 2.41 1.19 1.47 2 1/2 x 1/2 2.57 1.19 1.78 A 21/2 x 3/4 2.64 1.19 1.78 2 1/2 x 1 2.72 1.19 1.78 Material: Cast Iron ASTM A126 Class A Minimum Gasket: E.P.D.M. Rubber ASTM D-2000 U Bolt: Zinc Plated High-Tensile Steel Dimensions: ANSI/ASME B1.20.1 Pressure Ratings: 175 psi Coatings: ASTM B633, ASTM A153 Additional UL,ULC and FM where applicable Specifications: Torque 20 ft.-lbs. max. Requirement: 80 SPF/ IN DUCTILE IRON THREADED FITTINGS (10»ANVILi FIG. 3201 90° Elbow 1 ' I cOar A l LIMB APPROVED I --— For listings/Approval our ebet va Details and timim vor our Anve atSales.e pres l.Cati or contact an AnviN Sales Representative. FIGURE 3201 - 90° ELBOW MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt. Each Dimensions: ASME B16.3 Working Pressure In.(mm) PSI(kPo) In.(mm) lbs.(kg) Material: ASTM A536 Grade 65-45-12 1 500 1.50 0.62 Finish: Black 20 3450 38.10 0.18 11/4 500 1.15 0.90 Threads: NPT per ASME B1.20.1 32 3450 44.45 0.41 Agency Approvals: All ductile iron threaded fittings are 1/: 500 1.94 1.20 40 3450 49.276 0.54 UL/ULC Listed and FM Approved. 2 500 2.25 1.85 50 3450 57.15 0.84 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. ♦—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UVULC,and FM pressure ratings versus pipe schedule,please visit anvilind.com or leakage.Ductile Iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 (0;RiR _))) DUCTILE IRON THREADED FITTINGS L:'1AiNvi FIG. 3202 45° Elbow / , . _II Os UMT® APPROVED AFor Listings/Approvaltt Details and Limitations. visit our websve at Re vilintl.mm or contact an Anvil.Sales Representative. I FIGURE 3202 - 45° ELBOW MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Dimensions: ASME B 16.3 Working Pressure In.(mm) PSI(0) In.(mm) Lbs.(kg) Material: ASTM A536 Grade 65-45-12 1 500 1.12 0.46 Finish: Black 25 3450 28.44 0.21 11/4 500 1.29 0.73 Threads: NPT per ASME B1.20.1 32 3450 32.76 0.33 Agency Approvals: All ductile iron threaded fittings are 500 1.43 0.92 40 3450 3b.32 0.42 pp UL/ULC Listed and FM Approved. 40 2 500 1.68 1.50 50 3450 42.67 0.68 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. A—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest ULIULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative, hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ['Approved as noted Contractor: ['Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 SPF/RNVIIL)) DUCTILE IRON THREADED FITTINGS 11=w1ANvi4' FIG. 3207R Reducing Cross hB —T —B1 1 T v A 1 2 2 1 T i I a �L ,is US1 IIp 1 ED APPROVED fi I For Listings/Approval Details and Limitations, 1 x 1 x 2 x 2 contact nAnvilatate Represenatier contact an Amity Sales Representative_ FIGURE3207R - REDUCING CROSS MATERIAL SPECIFICATIONS Nominal Size Max.Working Dimensions Approx. 1 x 1 x 2 x 2 Pressure. A B Wt.Each Dimensions: ASME B 16.3 In.(nun) PSI(kPa) In.(mm) In.(mm) lbs.(kg) Material: ASTM A536 Grade 65-45-12 l'it x 1'b x 1 x 1 500 1.58 1.67 1.27 Finish: Black 32 x 31.x 25 x 25 3450 40.13 42.41 0.58 11/2 x 1t/x 1 x 1 500 1.65 1.80 1.48 Threads: NPT per ASME B 1 .20.1 40x40x25x25 3450 41.91 45.72 0.67 Agency Approvals: All ductile iron threaded fittings are 2x2x1x1 500 1.73 2.02 2.10 UL/ULC Listed and FM Approved. 50 x 50 x 25 x 25 3450 43.94 51.30 0.95 ♦-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit onvilintfcom or NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. contact your local Anvil Representative. Therefore,over tightening can cause damage to pipe threads which may cause leakage.Ductile iron fittings should be tightened approximately three turns beyond hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: Approved as noted Contractor: 0 Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 tiSPFlRNVI DUCTILE IRON THREADED FITTINGS €sr) vlL FIG. 3283 Bushings F .0 -- - C B. d B F-•aM ' B • `", IISTFD APPROVED '---.. For LialNgs/Approval Details and Limitations, l Visit our websie at www.anvlllntl.cam or contact an And*Sales Representative. Inside Head Outside Head FIGURE 3283 - BUSHINGS MATERIAL SPECIFICATIONS Nominal Size Max.Working Dimensions Approx. Male(M)x Female IF) Pressure., A B ( Style Wt.Each Dimensions: ASME B 16.14 In.(mm) PSI(kPa) In.(mm) In.(mm) In.(mm) ' tin.(kg) Material: ASTM A536 Grade 65-45-12 l x'/z 500 0.75 0.25 1.42 Outside 0.22 Finish: Black 25x 15 3450 19.05 6.35 36.06 0.10 1 xs/t 500 0.75 0.25 1.42 Outside 0.17 Threads: NPT per ASME Bl.20.1 25x20 3450 19.05 6.35 36.06 • 0.08 Agency Approvals: All ductile iron threaded fittings are 11/x1 500 0.80 0.28 1.76 Outside 0.28 UL/ULC Listed and FM Approved. 32x25 3450 20.32 7.11 44.70 0.13 1 Y2 x 1 500 0.83 0.31 2.00 Outside 0.45 40 x 25 3450 21.08 7.874 50,80 0.20 NOTICE:Ductile iron finings have higher tensile strength than that of steel pipe. 11/4 x 11/4 500 0.83 0.31 2.00 Outside 0.30 Therefore,over tightening can cause damage to pipe threads which may cause leakage.Ductile iron finings should be tightened approximately three turns beyond 40 x 32 3450 21.08 7.874 50.80 0.14 hand tight,but no more than four turns. 2 x 1 500 0.88 0.41 1.95 Inside 0.67 50x25 3450 22.35 10.414 49.53 0.30 2 x 11/< 500 0.88 0.34 2.48 Outside 0.73 50 x 32 3450 22.35 8.636 62.99 0.33 2 x 1'/: 500 0.88 0.34 2.48 Outside 0.61 50 x 40 3450 22.35 8.636 62.99 028 ♦-Working Pressure Ratings are For reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or contact your local Anvil Representative. PROJECT INFORMATION APPROVAL STAMP Project: ['Approved Address: ['Approved as noted Contractor: ['Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 C( DUCTILE IRON THREADED FITTINGS i4 FIG. 3224 Cap • USMED APPROVED For Listings/Approval Details and Limitations, visit our websde at www.anvilinti.com or contact an Anvil'Sales Representative. FIGURE 3224 - CAP MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Working Pressure. PP Dimensions: ASME B16.3 In.(mm) PSI(kPo) In.(mm) tbs.(kg) Material: ASTM A536 Grade 65-45-12 500 1.16 0.32 19.1• 0.15 Finish: Black It%, 500 1.28 0.43 Threads: NPT per ASME B1.20.1 32 3450 3 0.20 Agency Approvals: All ductile iron threaded Fittings are 11/2 500 .33 0.60 3450 33.7.73 0.27 PP UL/ULC Listedand FM Approved. 40 2 500 1.45 0.91 50 3450 36.83 0.41 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. A—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit onvilinti.com or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 SPF/RNVIL' DUCTILE IRON THREADED FITTINGS :'; .ANy FIG. 3221 Coupling ---I--- — LISTED APPROVED For ilo / at Details and Limita tocit our website at alesscom contact an Anvil.Sales Representative I FIGURE 3221 - COUPLING MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Dimensions: ASME B 16.3 Working PressureA In.(mm) PSI(kPa) In.(mm) lbs.(kg) Material: ASTM A536 Grade 65-45-12 1 500 1.67 0.40 Finish: Black nra 11'A 500 1.93 0.57 Threads: NPT per ASME B1.20.1 1'i: 500 2.15 0.75 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. 2 500 2.53 1.15 NOTICE-Ductile iron Fittings have higher tensile strength than that of steel pipe. ♦—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anviliotl.corn or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 SPF/FINVIC DUCTILE IRON THREADED FITTINGS 1( )4nlvx' FIG. 3207 Cross T A I I i II 1 I 1 On 4> A I USTEII APPROVEDUrs For LlstlrgslApproval Details and ilalpne. I visit our website at www envy intLcom or contact an anvil Sales Representative. FIGURE 3207 - CROSS MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.WI.Each Dimensions: ASME B16.3 Working Pressures In.(mm) PSI(kPo) In.(mm) 16s.(kg) Material: ASTM A536 Grade 65-45-12 1 500 1.50 0.98 Finish: Black 25 38.10 0.44 11/4 500 1.75 1.50 Threads: NPT per ASME B1.20.1 32 44.45 0.68 1'h 500 1.94 1.90 Agency Approvals: All ductile iron threaded fittings are 40 49.27 0.86 UL/ULC Listed and FM Approved. 2 500 2.25 2.95 50 'I 1.34 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. a—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ['Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 SPfs/RNN. DUCTILE IRON THREADED FITTINGS i :;' .Atvm FIG. 3201R Reducing 90° Elbow tee. 1_B � '!,.tl/F l 2 /t r c T ; 1 LISTED APPROVED AFor Listings/Approval Details anti Limitations, V contour an Anvil al mawRepresentative. /� correct an Anvin Saks Re resentative. FIGURE 3201R - REDUCING 90° ELBOW MATERIAL SPECIFICATIONS Nominal Size Max.Working Dimensions Approx. 1 x 2 Pressure. A B Wt.Each Dimensions: ASME B16.3 In.(mm) PSI(kPa) In.(mm) In.(mm) lbs.(kg) Material: ASTM A536 Grade 65-45-12 l x'!: 500 1.26 1.36 0.44 Finish: Black 25 x 15 3450 32.00 34.54 0.20 1 x3 500 1.37 1.45 0.52 Threads: NPT per ASME B1.20.1 25x20 3450 34.79 36.83 0.24 Agency Approvals: All ductile iron threaded fittings are It/xlh 500 1.34 1.53 0.64 UL/ULC Listed and FM Approved. 32x 15 34550 34.03 38.86 0.29 1 Yt x 14 500 1.45 1.62 0.72 32 x 20 3450 36.83 41.14 0.33 NOTICE:Ductile iron fittings hove higher tensile strength than that of steel pipe. 11/x 1 500 1.58 1.67 0.75 Therefore,over tightening can cause damage to pipe threads which may cause 32 x 25 3450 40.13 41.d i 0.34 leakage.Ductile iron fittings should be tightened approximately three turns beyond hand tight,but no more than four turns. 11/x 1 500 1.65 1.80 0.92 40 x 25 3450 41.91 45.72 0.42 11/x 11/, 500 1.82 1.88 1.08 40 x 32 3450 46.22 47.15 0.49 2 x 3/4 500 1.49 1.88 1.08 50 x 15 3450 37.84 47.75 0.49 2 x 3/4 500 1.60 1.97 1.24 50 x 20 3450 40.64 50.03 0.56 2 x 1 500 1.73 2.02 1.40 50 x 25 3450 43.94 51.30 0.69 2 x 11/, 500 1.90 2.10 1.52 50 x 32 3450 48.26 53.34 0.70 2 x 11/2 500 2.02 2.16 1.65 50 x 40 3450 51.30 54,86 0.75 ♦-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintfcom or contact your local Anvil Representative. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 « » DUCTILE IRON THREADED FITTINGS 10»AWIL: FIG. 3221R Reducing Coupling I u� iLlEjEfli A USTFD APPROVED -— For Llnlings/Approval Details and Limitations, ,Ir visit our webstle al wwx.anvilind.com or contact an Anvil Sales Representative. FIGURE 3221R - REDUCING COUPLING MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Working PressureA PP Dimensions: ASME B16.3 In.(mn) PSI(kPa) In.(mm) Lbs.(kg) Material: ASTM A536 Grade 65-45-12 1 x 1 500 1.69 0.39 Finish: Black 25x 15 S450 4292 0.18 1 x3 500 1.69 0.53 Threads: NPT per ASME B1.20.1 25 x 20 3450 42.92 0.24 Agency Approvals: All ductile iron threaded Fittings are ♦-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or UL/ULC Listed and FM Approved. contact your local Anvil Representative. NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore,over tightening can cause damage to pipe threads which may cause leakage.Ductile iron fittings should be tightened approximately three turns beyond hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: 0 Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 • SPF/RNVII_�D DUCTILE IRON THREADED FITTINGS ((:VwVI FIG. 3205R Reducing Tee T -f--- EN 2 B 3 I I F--- etjus A i MSTED APPROVED For ListingslAppwval Details and Limitations, visit our websile at www anvilintl.com or -_ 1 x 2 x 3 contact an Anvil.Sales Representative. I FIGURE 32O5R - REDUCING TEE MATERIAL SPECIFICATIONS Nominal Size Max. Dimensions Working Approx.Wprox Dimensions: ASME B16.3 1 x 2 x 3 Pressure. A B . Material: ASTM A536 Grade 65-45-12 In.(mm) PSI(kPa) In.(mm) In.(mm) In.(mm) Lbs.(kg) Finish: Black 1 x'I5x 12 500 1.50. 13.5 1.50.10.64 Threads: NPT per ASME B 1.20.1 25x15x?5 3450 38.10 34.54 38.10 0.29 1 x3/4x 1 500 1.50 1.45 1.50 0.73 Agency Approvals: All ductile iron threaded Fittings are 15x20x25 3450 38.10 36.83 38.10 0.33 UL/ULC Listed and FM Approved. 1 x 1 x'/z 500 1.26 1.26 1.36 0.71 pp 25 x 25 x 15 3450 32.00 32.00 34.54 0.32 1 x 1 x t/4 500 1.37 1.37 1.45 0.76 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. 25 x 15 x 20 3450 34.80 34.80 36.83 0.34 Therefore,over tightening can cause damage to pipe threads which may cause 1 X 1 x 1'/4* 500 1.67 1.67 1.58 0 98 leakage.Ductile iron fittings should be tightened approximately three turns beyond hand tight,but no more than four turns. 25 x 25 x 32 3450 42.41 42.41 40.13 0.44 l x 1 x 1l/s* 500 1.80 1.80 1.65 1.16 15x15x40 3450 45.12 45.72 41.9E 0.53 FIGURE 32O5R - REDUCING TEE 1 V44 x 1 x'/z* 500 1.34 1.26 1.53 0.82 32x 25x 15 3450 34.04 32.00 38.86 0.37 Nominal Size Max. Dimensions P/x 104 500 1.45 1.37 1.62 0.90 - Working Approx. 32x25x20 3450 36.83 34.80 41.15 0.41 1 x 2 x 3 Pressure. A 8 C Wt.Each 11b x 1 x 1 500 1.58 1.50 1.67 1.00 32 x 25 x 25 3450 40.13 38.10 42.42 0.45 In.(nun) PSI(kPa) In.(mm) In.(mm) In.(mm) Lbs.(kg) 1'/4 x 1 x 1'A 500 1.75 1.67 1.75 1.08 13/4 x 1 Y4 x 44 500 1.45 1.45 1.62 0.92 32x25x32 3450 44.45 42.41 44.45 0.49 32x32x20 3450 36.83 36.83 41.15 0.42 11/4 x 1 x 1'/z 500 1.88 1.80 1.82 1.42 13/4 x 1'/+x 1 500 1.58 1.58 1.67 0.95 32 x 25 x 40 3450 47.75 45.72 46.22 0.64 32 x 32 x 25 3450 40.13 40.13 42.42 0.43 11/4 x 1'/4 x'/z 500 1.34 1.34 1.53 0.86 13/4 x 1'/4 x 1 lh* 500 1.88 1.88 1.82 1.45 32 x 32 x 15 3450 34.04 34.04 38.86 0.39 32 x 37 if 40 3450 47.75 47.75 46.22 0.66 A Working Pressure Ratings are for reference only and based on Sch.4a pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or contact your local Anvil Representative. * Part supplied as"Bull Head Tee". PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 SPF/RNVo:. DUCTILE IRON THREADED FITTINGS J AwlL' FIG. 3205R Reducing Tee -.,- C 7 B 1 3 At I F 1 L �� 1x2x3 FIGURE 3205R - REDUCING TEE FIGURE 3205R - REDUCING TEE Nominal Size Max. Dimensions A rox. Approx. Nominal Size Max. Dimensions A rox. Working Wt.Each Working - Each 1 x 2 x 3 Pressure• A B ( 1 x 2 x 3 PressureA A B C In.(mm) PSI(kPa) In.(mm) In.(nun) In.(mm) lbs.(kg) In.(mm) PSI(kPa) In.(mm) In.(mm) In.(mm) lbs.(kg) 1'/4 x 1'/4 x 2` 500 2.10 2.10 1.90 1.75 1'/i x P/i x 2* 500 2.16 2.16 2.02 1.98 32 x 32 x 50 3450 53.34 53.34 48.26 0.79 40 x 40 x 50 3450 54.86 54.86 51.30 0.90 1'h x 1 x'h 500 1.41 1.34 1.66 0.95 2 x 1 x 2 500 2.25 2.02 2.25 2.15 40x25x 15 3450 35.81 34.04 42.16 0,43 50x25x50 3450 57.15 51.31 57.15 0.98 Ph x 1 x% 500 1.52 1.37 1.75 1.14 2 x 1'/4 x 2 500 2.25 2.10 2.25 2.30 40 x 25 x 20 3450 38.61 34.80 44.45 0.52 50 x 32 x 50 3450 57.15 53.34 57.15 1.04 11/2 x 1 x 1 500 1.65 1.50 1.80 1.17 2 x 11h x'h 500 1.49 1.41 1.88 1.50 40 x 25 x 25 3450 41.91 _ 38.10 45.72 _ 0.53 50 x 40 x 15 3450 37.85 35.81 47.75 0.68 1 h x 1 x 1'/4 500 1.82 1.67 1.88 1.34 2 x 1'li x 3/4 500 1.60 1.52 1.97 1.62 40 x 25 x 32 3450 4613 42.42 47.75 0.61 50 x 40 x 20 3450 40.64 38.61 50.04 0.73 11/2 x 1 x 1'h 500 1.94 1.80 1.94 1.45 2 x 1'h x 1 500 1.73 1.65 2.02 1.64 40 x 25 x 40 3450 49.28 45 72 49.28 0.66 50 x 40 x 25 3450 43.94 41.91 51.31 0_74 1'h x1'/4 x'h 500 1.41 1.34 1.66 1.05 2 x 1'h x 1'/4 500 1.90 1.82 2.10 1.80 40 x 32 x 15 3450 35.81 34.04 42.16 0.48 50 x 40 x 32 3450 48.26 46.23 53.34 0.82 1 h xl'/4 x 3/4 500 1.52 1.45 1.75 1.15 2 x 1%s x 1'/s 500 2.02 1.94 2.16 2.00 40 x 32 x 20 3450 38.6! 36.83 44.45 0.5 50 x 40 x 40 3450 51.31 49.28 54.86 091 1hx1/4x1 500 1.65 1.58 1.80 1.25 2x1'hx2 500 2.25 2.16 2.25 2.35 40 x 32x 25 3450 41.9! 40.13 45.12 0.57 50 x 40 x 50 3450 57.15 54.86 57.15 1.07 11/4x1'bx2* 500 2.16 2.10 2.02 1.90 2x2x'h 500 1.49 1.49 1.88 1.60 40 x 32x 50 3450 54.86 53.34 51.30 0.86 50 x 50 x 15 3450 37.85 31.85 47.75 073 1'hx1'hx'h 500 1.41 1.41 1.16 1.15 2x2xVc 500 1.60 1.60 1.97 1.68 40 x 40 x 15 3450 35.81 35.81 29.46 0.52 50 x 50 x 20 3450 40.64 40.64 50.04 0.76 1'/n x 11/2 x'/4 500 1.52 1.52 1.75 1.24 2 x 2 x 1 500 1.73 1.73 2.02 1.85 40 x 40 x 20 3450 38.61 38.61 44.45 0.56 50 x 50 x 25 3450 4394 43.94 51.31 0.84 11/2 x 1'h x 1 500 1.65 1.65 1.80 1.30 2 x 2 a 11/4 500 1.90 1.90 2.10 2.04 40 x 40 x 25 3450 41.91 41.91 45.72 0.59 50 x 50 x 32 3450 44.45 42.42 44.45 0.93 1ha11/2x11/2 500 1.82 1.82 1.88 1.48 2x2x1h 500 2.02 2.02 2.16 2.18 40 x 40 x 32 3450 46.23 46.23 47.75 0.67 50 x 50 x 40 3450 44.45 42.42 44.45 0.99 ♦Working Pressure Ratings are for reference only and based on&h.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilind.com or contact your local Anvil Representative. * Part supplied as"Bull Head Tee". SPF/DI-1.15 siativlL DUCTILE IRON THREADED FITTINGS (z)Anlv!L FIG. 3205 Straight Tee ___ A —i L- 4 a0U r- --- DSMED APPROVED For Listings/Approval Details eel Limitations, visit our websile at www.anvilintl corn or _ _ confect an Anvil.Sales Representative. 1-(—A A--I FIGURE 3205 - STRAIGHT TEE MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.WI.Each Dimensions: ASME B 16.3 Working PressureA In.(mm) PSI(kPa) In.(mm) lbs.(kg) Material: ASTM A536 Grade 65-45-12 I 500 1.50 0.85 Finish: Black 25 3450 38.I0 0.39 11% 500 1.75 1.22 Threads: NPT per ASME B1.20.1 32 3450 44.45 0.55 Agency Approvals: All ductile iron threaded fittings are I1/4 500 1.94 1.50 40 3450 49.27 0.70 UL/ULC Listed and FM Approved. _ 2 500 2.25 2.45 50 3450 57.15 1.11 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. A—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UUULC,and FM pressure ratings versus pipe schedule,please visit anvilind.com or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: DApproved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 « � DUCTILE IRON THREADED FITTINGS 1=t!�Rivi14' FIG. 3388 Cored Plug 1. A LISTED APPROVED For L atinos/Approval Details and Limitations, visit cur website at www.anvilintl.com 01 contact an Anvil°Sales Representative. FIGURE 3388 - CORED PLUG MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Dimensions: ASME B 16.14 Working Pressure In.(mm) P5I(kPa) In.(mm) lbs.(kg) Material: ASTM A536 Grade 65-45-12 Vz* 500 0.94 0.10 Finish: Black i1 3451 ,t% 1,05 / 500 1.07 0.17 Threads: NPT per ASME B1.20.1 20 3450 2717 0.08 Agency Approvals: All ductile iron threaded fittings are 1 500 1.25 0.28 25 3450 31.75 0.13 UL/ULC Listed and FM Approved. ll/, 500 1.36 0.44 32 3450 34.54 0.20 ♦Pressure-Temperature Ratings in accordance with ASME B16.3 Class 150 11/2 500 1.45 0.62 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. 40 3450 36.83 0.28 Therefore,over tightening can cause damage to pipe threads which may cause 2 500 1.56 0.91 leakage.Ductile iron fittings should be tightened approximately three turns beyond 50 3450 39.62 0.4 hand tight,but no more than four turns. A—Working Pressure Ratings are for reference only and bused on Sch.40 pipe.For the latest UI/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl,com or contact your local Anvil Representative. *Part supplied as Solid Plug. PROJECT INFORMATION APPROVAL STAMP Project: ['Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-5.16 '< 50 MALLEABLE IRON THREADED FITTINGS (34NViL Class 150 (Standard) FIG. 3121R Reducing Coupling mop A c ST us ' EISED APPROVED dings/Approval Details and limitations, .-\ i our website at wwwanvlllnll.com or tact an AnNW Sales Representative. FIGURE 3121R - REDUCING COUPLING MATERIAL SPECIFICATIONS Nominal Size Dimension A Approx.Wt.Each Dimensions: Fittings: ASME B16.3 In.(ma) In.fmm) Ibs.(kg) Unions: ASME B16.39 pia x t/a 1.00 0.07 Bushings/Plugs: ASME B16.14 xr5 2540 003 Material: ASTMA-197 3/ax t/e 1.13 0.09 I0x6 28.70 0.04 Finish: Black or Hot Dip Galvanized per ASTM 3/ax% 1.13 0.10 A153 Class A load 28-70 0.05 Threads*: NPT er ASME B1.20.1 Y2 x t% 1.25 0.13 p I5x6 31.75 0.06 Pressure Ratings: Fittings: ASME B16.3 1/zxt/4 1.25 0.13 Unions: ASME B16.39 15x8 31.75 0.06 Bushings/Plugs: ASME B16.14 1 )(3/8 1.25 0.14 15x 10 37.75 0.06 Pressure Testing: All malleable iron fittings are tested for %x t/s 1.44 0.18 through wall porosity using an air under water process. 20x6 36.58 0.08 3/4x t/4 1.44 0.20 Agency Approvals: All malleable iron fittings and unions 20x8 36.58 0.09 are UL/ULC Listed and FM Approved. 3I4x3/a 1.44 0.21 20x 10 36.58 0.10 * British Standard threading per BS 21 available upon request. 3/4xt/z 1.44 0.22 20 x 15 36.58 0.10 1 x 1/4 1.69 0.30 25x8 42.93 0.14 1x3Ai 1.69 0.31 25 x 10 42.93 0.14 1 x 1h 1.69 0.34 25 x 15 42 93 0.15 1 x3/4 1.69 0.36 25x20 42.93 0.16 PROJECT INFORMATION APPROVAL STAMP Project: ['Approved Address: ❑Approved as noted Contractor: ['Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/MI-1.15 SPF r:H ->L' MALLEABLE IRON THREADED FITTINGS il.ira Aruvlir; ` Class 150 (Standard) FIG. 3121R Reducing Coupling ir A `_-- FIGURE 3121R - REDUCING COUPLING FIGURE 3121R - REDUCING COUPLING Nominal Size Dimension A Approx.Wt.Each Nominal Size Dimension A Approx.Wt. Each In.(mm) In,(mm) lbs.(kg) In.(mm) In.(mm) lbs.(kg) 11/4x% 2.06 0.47 2%x1% 3.25 1.81 32x15 52.32 0.21 55n3? 82.55 0..5 1%x3A 2.06 0.51 2',4x11% 3.25 1.90 32 x 20 52.32 0.23 65x 40 82.55 0.86 1'4 x 1 2.06 0.57 2%x 2 3.25 2.04 32 x 25 52.32 0.26 65 x 50 82.55 0.93 1'/x'/z 2.31 0.62 3 x 1 3.69 2.48 40 x 15 58.67 028 80 x 25 93.73 1.12 1'/z x 3/% 2.31 0.66 3 x 1'/a 3.69 2.55 40 x 20 58.67 0.30 80 x 32 93.73 1.16 1/zx1 2.31 0.73 3x1', 3.69 2.61 40x25 58.67 0.33 80x40 93.73 1.21 11/ix11A 2.31 0.80 3 x 2 3.69 2.78 40 x 32 58.67 0.36 80 x 50 93.13 1.26 2 x'h 2.81 0.94 3 x 2'/ 3.69 3.23 50 x 15 71.37 0.43 80 x 65 93.73 1.47 2x3/a 2.81 0.99 4x1'A 4.38 4.18 50x20 71.37 0.45 100x40 111.25 1.90 2x1 2.81 1.03 4 x 2 4.38 4.43 50x25 71.37 0.47 100x50 111.25 2.01 2x11/4 2.81 1.17 4x2'% 4.38 4.87 50x32 71.37 0.53 100x65 111.25 2.21 2x1/z 2.81 1.25 4x3 4.38 5.29 50 x 40 71.37 0.57 100 x 80 111.25 2.40 SPF/MI-1.15 II RING HANGERS II® Flg. 69 (Formerly Afcon Fig. 300) Adjustable Swivel Ring,Tapped Per NFPA Standards fg Size Range:'/2'through 8" o Material Carbon steel t y Finish:Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated. d°' .= o co cZ Service:Recommended for suspension of non-insulated stationary pipe line. Ii i ,..3 Maximum Temperature:450°F Approvals:Complies with Federal Specification A-A-1192A(Type 10), WW-H-177-E(Type 70), ti N and ANSI/MSS SP-58(Type 10).UL Listed and FM Approved(Sizes 3/4"-8"). C Features: G CD • 1/2 -2'sizes designed for use with steel and CPVC piping and manufactured with �� ec FBC System Compatible oil. \ a E • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. d E cc 7_5 • Captured swivel nut in the'/2"through 6"sizes.The capture is permanent in the bottom 1/:'through 2"Size portion of the band,allowing the hanger to be opened during installation if desired,but Rounded Edge Design o not allowing the nut to fall completely out. m a Ordering:Specify size,figure number and name. c©L in Non-captured nut also available upon request. LISTED APPROVED �' 1 Q - fA ti - E +.` . en a, c a \ F C �,co - --11 isT 'a. ovaFBFBCC' � �{iTii m11 11 ` N\ CE\\mil% G G °' '/2"through 1"pipe 11/4"through 2"pipe 21/,"through 8"pipe ti y N )C G E N Q FIG. 69: DIMENSIONS (IN) • LOADS (LBS) • WEIGHT (LBS) = SPipe Size Max Load Weight Rod A ize B C F Width •6 o 1/2 0.10 2'/6 2 13/6 441 3/4 0.10 2% 1% 15/6 m 1 0.10 Vs 1"/6 1 2'/3 through 8"Size i 7 6 1% 300 0.10 2% 1% 7/6 /6 1'% 0.10 % 2% 1'% -0 as 2 0.11 31/4 2% 1% 2'% 525 0.20 4 2% 15/6 3 0.20 313/6 275/6 13/6 3 CO co 4 650 0.30 41/6 313/6 19/6 3/4 a 5 0.54 55/6 43% =u 6 1,000 0.65 y2 6'%6 59/6 2% 3N 8 1.00 89/6 79/6 3' S, (w)/ANVI L www•anvilintl.com 35 PH-1.18 FLUSH ANCHOR SOLUTION FOR SHALLOW EMBEDMENT CRACKED CONCRETE AND SEISMIC APPLICATIONS Flush anchors HDI-P TZ technical supplement FLUSH ANCHOR SOLUTION Flush PTZhor HDI-FOR SHALLOW EMBEDMENT The Hilti HDI-P TZ is the best-in-class anchor for applications requiring cracked concrete and seismic approval when minimal concrete embedment is allowed. Requiring just 3/4" of concrete embedment,this anchor is ideal for concrete slabs with post-tensioned cable.The HDI-P TZ anchor can be set with a hand setting tool and a hammer, or with a hammer drill and the auto setting tool. Using the auto setting tool with a Hilti hammer drill and the Hilti Dust Removal System(DRS),the installation of this anchor is virtually dust free, and provides an OSHA 1926.1153 Table 1 compliant solution. Make all of your post-installed anchor attachments in the ceiling cracked concrete compliant with the new HDI-P TZ. APPLICATIONS AND Technical data ADVANTAGES Product Carbon-steel with zinc coating Mechanical (Hanging pipes, HVAC) Inner thread diameter 3/8" Electrical (Hanging conduit, cable tray) Drill bit diameter ANSI 9/16" Sprinkler(Hanging pipes) Nominal embedment 3/4" Anchor design Carbon steel anchor with zinc plating 3/8" inner thread diameter Description Item number Technical data Uncracked and cracked concrete Flush anchor HDI-P TZ 3/8" 2204029 Seismic category A-F HDI-P TZ 3/8"MC(1200 PCS/MC) 3596870 FM/UL approval for pipe hanging HDI-P TZ 3/6"(1/3 Pallet=9600 PCS) 3596872 up to 4" diameter HDI-P TZ 3/8"Pallet 3597043 Productivity HDI-P TZ 3/8"(300)with auto set tool 3597044 Shallow embedment of 3/4" allows HDI-P TZ 3/8"(600)with auto set tool 3597045 minimal drilling time HDI-P TZ 3/8"(1200)with 3 auto set tools 3597046 Easy installation with Auto Setting Tool Auto Setting Tool includes stop drill bit and setting tool, no tool change necessary Accessories Safety Description Item number Use of Hilti's Dust Removal System Auto setting tool HDI-P TZ 3/8" 2204112 (DRS) helps ensure an OSHA 1926.1153 Table 1 compliant solution Setting tool HST HDI-P TZ 3/8"x20 2204110 F�u`Ti Flush anchor HDI-P TZ technical supplement PRODUCT DESCRIPTION , Product Features • Flush anchor with optimized length for reliable fastenings in post-tensioned cable concrete slabs Carbon steel HDI-P TZ • Shallow drilling for fast installations • Lip provides flush installation,consistent anchor depth, and easy rod alignment • Suitable for uncracked and cracked concrete including seismic areas " ter- • Productive installation with HDI-P TZ automatic setting tool with hammer drill • Used with Hilti Dust Removal System (DRS)for compliance with Table 1 of OSHA Auto-setting tool HDI•P TZ 1926.1153 regulations for silica dust exposure 1 10 1 Hand-setting tool HDI•P TZ 0°0/1 411111110'1.rtt jl Uncracked Cracked concrete Seismic Design concrete Categories A-F Approvals/Listings �C� €L � . A4 -. DBS ICC-ES(International Code Council) ESR-4236 in concrete per ACI 318-14 Ch.17/ACI 355.2 -2018 International Building Code/International /ICC-ES AC193 Residential Code(IBC/IRC) City of Los Angeles 2017 LABC Supplement(within ESR-4236) 41> C us Florida Building Code 2017 FBC Supplement(within ESR-4236) LISTED APPROVED FM(Factory Mutual) Pipe hanger components for automatic sprinkler systems 3/8(4-inch nominal pipe diameter) UL and cUL(Underwriters Laboratory) Pipe hanger equipment for fire protection services for 3/8 (4-inch nominal pipe diameter) July 2018 3 Nn`Ti MATERIAL SPECIFICATIONS HDI-P TZ flush anchors are manufactured from carbon steel with zinc plating per DIN EN ISO 4042 A2K. INSTALLATION PARAMETERS Figure 1 -Hilti HDI-P TZ installation Table 1 -Hilti HOI-P TZ Setting Information parameters dun I Nominal anchor size/internal thread dia.(in) Setting information Symbol Unit 3/8 111'41 he - hmin Internal thread diameter d in. 3/8 } [ �] h Nominal bit diameter dal in. 9/16 h:I [ ! ha 1 -•�— Nominal embedment hm,° in. 3/4 (mm) (19) Hole depth in concrete ho (mm) (19)/ "� Minimum concrete hm^ in. 2-1/2 d thickness (mm) (64) o Thread engagement in. 3/8 length h° (mm) (10) in. 6 (mm) (153) Ei Minimum edge distance cm° ✓ Minimum anchor spacing �. in. 8 (mm) (204) Installation Instructions a Installation Instructions For Use(IFU)are included with each product package.They sapi can also be viewed or downloaded online at www.hilti.com or www.hiiti.ca. Because of the possibility of changes, always verify that downloaded IFU are current when V Q used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 4 July 2018 Flush anchor HDI-P TZ technical supplement DESIGN DATA IN CONCRETE PER ACI 318 ACI 318-14 Chapter 17 Design The design tables in Tables 2 to 4 are Hilti Simplified Design Tables. The load values were developed using the design parameters and variables of ICC Evaluation Services ESR-4236 and the equations within ACI 318-14 Chapter 17 as amended by ICC-ES AC193. The strength design capacities calculated from the tables below are to be compared to the factored loads determined from strength design load combinations. For a detailed explanation of the Hilti Simplified Design Tables, refer to Section 3.1.8 of the Hilti North American Product Technical Guide Volume 2 -Anchor Fastening Ed. 17 [Anchor Tech Guide Ed. 17]. Data tables from ESR-4236 are not contained in this section, but can be found at www.hilti.com or www.icc-es.org. Table 2-Hilti HDI-P TZ design strength based on concrete failure modes in uncracked concrete per ACI 318 14 Ch.17'2'20.s Nominal Nominal Tension(lesser of concrete breakout/pullout)-tpN„ Shear(lesser of concrete breakout or pryout)-WV„ anchor embed. f' =2500 psi f' =3000 psi f',=4000 si f',=6000 si f' =2500 psi f'2=3000 psi f' =4000 si f' -6000 si diameter in.(mm) P P P P P P in (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 3/4(19) 310(1.4) 340(1.5) 395(1.8) 485(2.1) 350(1.6) 385(1.7) 445(2.0) 545(2.4) Table 3-Hilti HDI-P TZ design strength based on concrete failure modes in cracked concrete per ACI 318 14 Ch.17'z.o.'s.e,' Nominal Nominal Tension(lesser of concrete breakout/pullout)-ipN„ Shear(lesser of concrete breakout or pryout)-tpV„ anchor embed. f' =2500 psi f' =3000 psi f'„=4000 si f',=6000 si f' =2500 si f' =3000 psi f',=4000 si f' =6000 si diameter in.(mm) P P P P °- P - P P `- p in (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 3/4(19) 190(0.8) 200(0.9) 220(1.0) 255(1.1) 250(1.1) 270(1.2) 315(1.4) 385(1.7) The following footnotes apply to both Table 2 and 3: 'See Section 3.1.8.6 of the Anchor Tech Guide Ed.17 to convert design strength value to ASD value. 2 Linear interpolation between concrete compressive strengths is not permitted. 3 Tabular values are for a single anchor with a minimum edge distance of 6-1/2-in(166mm)and a minimum spacing of 8-in(204mm). For a 6-in(153mm)edge distance multiply uncracked concrete tension and shear values by 0.92. No reduction needed for cracked concrete. °Compare to the steel values In Table 4. The lesser of the values is to be used for the design. °Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A,as follows:For sand-lightweight,A.=0.66. For all-lightweight,A,=0.60. °Tabular values are for static loads only. For seismic tension loads,multiply cracked concrete tabular values in tension by a„,,,,,=0.74. 'No additional reduction needed for seismic shear for concrete breakout or pryout failure. See Section 3.1.8.7 of the Anchor Tech Guide Ed.17 for additional information on seismic applications. Table 4-Hilti HDI-P TZ design strength based on steel failure per ACI 318-14 Ch. 171'2 a Steel strength of HDI-P TZ anchor Steel strength of ASTM A36 threaded rod Nominal anchor diameter Tensile' Shears Seismic Shears' Tensile' Shear' Seismic Shear in. WN„ WV,„ WV°° tpN,„,„„ WV,„„„ WV,,reeve lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 4,065(18.1) 585(2.6) 585(2.6) 3,370(15.0) 1,885(8.4) 1,320(5.9) 'See Section 3.1.8.6 of the Anchor Tech Guide Ed.17 to convert design strength value to ASD value. 'Steel strength In tension and shear determined from the lesser of the HDI-P TZ or the inserted threaded rod. 'Hlltl HDI-P TZ anchors are considered a brittle steel element. ASTM A36 threaded rod is considered a ductile steel element. 'Tensile rpN„=GA,,,„f„=as noted in ACI 318-14 Ch.17. 'Shear values for HDI-P TZ determined by static shear tests with y,V=s rp 0.60 A,°,,f,,,as noted in ACI 318-14 Ch.17. 'Seismic shear values for HDI-P TZ determined by seismic shear tests with pV„<9 0.60 A„p f,,,,as noted in ACI 318-14 Ch.17. 'Shear values for threaded rod determined by q,V=,,,,_o 0.60 A,,,,,f,,,as noted in ACI 318-14 Ch.17. °Seismic shear values for threaded rod determined by rpV,,,,,„=o 0.70 V,,,,,. 'See Section 3.1.8.7 of the Anchor Tech Guide Ed.17 for additional information on seismic applications. July 2018 5 lair *1 DESIGN DATA IN CONCRETE PER CSA A23.3 CSA A23.3-14 Annex D Design Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. Tables 8 and 9 in this section contains the Limit State Design tables that are based on the published loads in ICC Evaluation Services ESR-4236 and converted for use with CSA A23.3-14 Annex D. Tables 5 to 7 below are Hilti Simplified Design Tables which are pre-factored resistance tables based on the design parameters and variables in Tables 8 and 9. All the figures in the previous ACI 318 14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8 of the Hilti North American Product Technical Guide Volume 2 -Anchor Fastening Ed. 17 [Anchor Tech Guide Ed. 17].Technical assistance is available by contacting Hilti Canada at(800) 363-4458 or at www.hilti.ca. Table 5-Hilti HDI-P TZ factored resistance based on concrete failure modes in uncracked concrete per CSA A23.3-14 Annex D Nominal Nominal Tension(lesser of concrete breakout/pullout)-N, Shear(lesser of concrete breakout or pryout)-V, anchor embed. f' =20 MPa f' =25 MPa f =30 MPa f' =40 MPa f' 20 MPa f' =25 MPa f' =30 MPa f' =40 MPa diameter in.(rant) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in' lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 3/4(19) 325(1.5) 365(1.6) 400(1.8) 460(2.1) 380(1.7) 425(1.9) 465(2.1) 540(2.4) Table 6-Hilti HDI-P TZ factored resistance based on concrete failure modes in cracked concrete per CSA A23.3-14 Annex D' Nominal Nominal Tension(lesser of concrete breakout/pullout)-N, Shear(lesser of concrete breakout or pryout)-V, anchor embed. f' =20 MPa f' =25 MPa f' =30 MPa f' =40 MPa f' =20 MPa P =25 MPa f' =30 MPa f',=40 MPa diameter in.(rant) psi) 3 625 psi) psi) ( , psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. (2,900 ( r (4,350 si 5 800 si lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 3/4(19) 195(0.9) 210(0.9) 220(1.0) 245(1.1) 270(1.2) 300(1.3) 330(1.5) 380(1.7) The following footnotes apply to both Table 5 and 6: 'See Section 3.1.8.6 of the Anchor Tech Guide Ed.17 to convert design strength value to ASD value. °Linear interpolation between concrete compressive strengths is not permitted. 'Tabular values are for a single anchor with a minimum edge distance of 6-1/2-in(166mm)and a minimum spacing of 8-in(204mm). For a 6-in(153mm)edge distance multiply uncracked concrete tension and shear values by 0.92. No reduction needed for cracked concrete. Compare to the steel values in Table 7. The lesser of the values is to be used for the design. 'Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A,as follows:For sand-lightweight,A,=0.68. For all-lightweight,A,=0.60. °Tabular values are for static loads only. For seismic tension loads,multiply cracked concrete tabular values in tension by cy„=,=0.74. 'No additional reduction needed for seismic shear for concrete breakout or pryout failure. See Section 3.1.8.7 of the Anchor Tech Guide Ed.17 for additional information on seismic applications. Table 7-Hilti HDI-P TZ factored resistance based on steel failure per CSA A23.3-14 Annex D 1.2,3 Steel strength of HDI-P TZ anchor Steel strength of ASTM A36 threaded rod Nominal anchor diameter Tensile° Shears Seismic Shear Tensile' Shear? Seismic Shear" in. Naar V,,r Vurw N,, V,ar Vwrea lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 3,720(16.5) 540(2.4) 540(2.4) 3,055(13.6) 1,720(7.7) 1,200(5.3) ' See Section 3.1.8.6 of the Anchor Tech Guide Ed.17 to convert design strength value to ASD value. Steel strength in tension and shear determined from the lesser of the HDI-P TZ or the inserted threaded rod. ' Hilti HDI-P TZ anchors are considered a brittle steel element. ASTM A36 threaded rod is considered a ductile steel element. Tensile N,==A,,,c,f,„as noted in CSA A23.3-14 Annex D. ° Sheer values for HDI-P TZ determined by static shear tests with V,,,5 0.6 A„,,ps t,„R as noted in CSA A23.3-14 Annex D. ° Seismic shear values for HDI-P TZ determined by seismic shear tests with V,=,,,,s 0.60 A.,,,tp,f,„R as noted in CSA A23.3-14 Annex D. ' Shear values for threaded rod determined by V,,,=0.6 A,,,,,t,f,„R as noted in CSA A23.3-14 Annex D. ° Seismic shear values for threaded rod determined by V,,,�,,=0.70 ° See Section 3.1.8.7 of the Anchor Tech Guide Ed.17 for additional information on seismic applications. 6 July 2018 Flush anchor HDI-P TZ technical supplement Table 8- Design information,Hilti HDI-P TZ,in accordance with CSA A23.3-14' Nominal anchor size/internal thread dia.(in) Ref Setting information Symbol Unit 3/8 GSA A23.3-14 Anchor O.D. d, in. 0.561 (mm) (14.25) Effective embedment by in. 3/4 (mm) (19) Steel embed.material resistance factor for reinforcement (pp - 0.85 8.4.3 Resistance modification factor for tension,steel failure modes 3'3 Ft - 0.70 D.5.3 b) Min.specified yield strength f„ psi 70,400 (N/mm2) (484) Min.specified ultimate strength f psi 88,000 ,,,, (N/mme) (605) Effective-cross sectional steel area in tension A.N ins MIMI (45.8 ) Factored steel resistance in tension 4 N lb 6,250 D.6.1.2 „ (kN) (27.8) Eq.D.2 Concrete material resistance factor (p, - 0.65 8.4.2 Anchor category - - 1 D.5.3 c) Resistance modification factor for tension,concrete failure 3 Rt„ - 0.60 Coeff.for factored conc.breakout resistance,uncracked concrete k,,,,,., in-lb (1040) D.6.2.2 Coeff.for factored conc.breakout resistance,cracked concrete 1,,,, lfl) (7�) D.6.2.2 Modification factor for anchor resistance,tension,uncracked conc.5 4/0, - 1.0 D.6.2.6 Critical edge distance c„, n. 6 (mm) (152) Factored pullout resistance in 20 MPa uncracked concretes N„,„a (�N) N/A D.6.3.2 Factored pullout resistance in 20 MPa cracked concrete' N„,„ N) (4952.2) D.6.3.2 lb 90 Factored pullout resistance in 20 MPa cracked concrete,seismic 8 N,,,,, (kN) (42.2) D.6.3.2 Resistance modification factor for shear,steel failure modes 3'3 Rs„ - 0.65 D.5.3 b) lb 975 Factored steel resistance in shear' V,„ D7.1.2 (kN) (4.3)lb 975 Factored steel resistance in shear,seismic' V,„„ (kN) (4.3) Resistance modification factor for shear,concrete failure modes 3 R,v - 0.70 Coefficient for pryout resistance k, - P 1.0 D.7.3 ' Design information is taken from ICC-ES ESR-4236,dated July 2018,table 2,and converted for use with CSA A23.3-14 Annex D. 'The HDI-P TZ is considered a brittle steel element as defined by CSA A23.3-14 Annex D Section D.2. 3 All values of R are applicable with the load combinations of CSA A23.3-14 Chapter 8.For concrete failure modes,no increase for Condition A is permitted. 4 N,,,=N„rp,R,where N.tabular value above is precalculated from A,,,„f,,,. ' For all design cases,w,=1.0. The appropriate effectiveness factor for cracked concrete(k,,«,)or uncracked concrete(k,,,,„)must be used. For all design cases,ww,=1.0. Tabular value for pullout resistance is for a concrete compressive strength of 20 MPa(2,900 psi).Pullout resistance for concrete compressive strength greater than 20 MPa(2,900 psi)may be increased by multiplying the tabular pullout resistance by(f',/20)""for MPa or(f',/2,900>.m for psi.NA(not applicable)denotes that pullout strength does not need to be considered for design. ' Shear and seismic shear tests are all performed in cracked concrete member per ICC-ES AC193 section 9.4 and 9.6 respectively.Value of V.w«1<0.6 A„,„f,,,,for all cases.Multiply V.tabular value above by w,R,,„to gel V„,and V,,,,,a. July 2018 7 loll lair I Table 9-Steel design information for inserted threaded rod,in accordance with CSA A23.3-14' 1411 Nominal anchor size/internal thread dia.(in) Setting information Symbol Unit 3/8 Nominal rod diameter d,a, in. 0,375 Steel embed.material resistance factor for reinforcement cp, - 0.85 Resistance modification factor for tension,steel failure modest R,H - 0.80 Min.specified ult.strength psi 58,000 (MPa) (400) Rod effective cross-sectional area Aa,rod In.t 0. (mm� (5(50) Factored steel resistance in tension ASTM A36 steel material' N,drod lb 4,495 (kN) (20.0) Factored steel resistance in tension,seismic ASTM A36 steel material' N,,,ed,„ lb 4,495 (kN) (20.0) Resistance modification factor for steel in shear ASTM A36 steel material Rmv - 0.75 Factored steel resistance in shear ASTM A36 steel material° V ,,d lb 2,695 ,, (kN) (12.0) Factored steel resistance,seismic ASTM A36 steel material° V�� lb 1,885 (kN) (8.4) ' Values provided for steel element material types,or equivalent,based on minimum specified strengths and calculated in accordance with CSA A23.3 14 Eq.D.2 and Eq.D.30,as applicable. All values of R are applicable with the load combinations of CSA A23.3-14 Chapter 8.Values correspond to a ductile steel element. 3 N,,,,,,*0-Nn,,odo,p,R,,,,where N,,,.09)tabular value above is precalculated from A,,,,d fu,,. N,,,shall be the lower of N,,,.,d or N,,,�o,=rz for static steel strength in tension;for seismic loads, shall be the lower of N,,,,,d,,,or N,,,,HDI-P TZ. =V,,,,d,,,i o.R.where V,,,,dtabular value above is precalculated from 0.6 A,,,,d f,,,,and V,,,d,d must be taken as 0.7 V,,,,d. V,,,shall be the lower of V,,,,,d or V.,,,a.,rz for static steel strength In tension;for seismic loading,V,,,,,shall be the lower of V,,,,,,rod or 8 July 2018 11.11`TI In the US: In Canada: Hilti, Inc. (U.S.) Hilti (Canada) Corporation 7250 Dallas Parkway, Suite 1000, Plano, TX 75024 2360 Meadowpine Blvd. Customer Service: 1-800-879-8000 Mississaugua, Ontario, L5N 682 en espanol 1-800-879-5000 Customer Service: 1-800-363-4458 Fax: 1-800-879-7000 Fax: 1-800-363-4459 www.hilti.com www.hilti.ca Certified Quality and Environmental Systems Hilti is an equal opportunity employer. OQTO Hilti is a registered trademark of Hilti, Corp. s ISO 9001/ISO 14001' ©Copyright 2018 by Hilti, Inc. (U.S.) Reg No 12455-02 'ISO 14001 US only The data contained is this literature was current as of the date of publication. Updates and changes may be made based on later testing. If verification is needed that the data is still current, please contact Hilti Technical Support Specialists at 1-800-879-8000. All published load values contained in this literature represent the results of testing by Hilti or test organizations. Local base materials were used. Because of variations in materials, on-site testing is necessary to determine performance at any specific site. Laser beams represented by red lines in this publication. Printed in the United States.