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Specifications
R� f5 IATRIOT 4708 NE MINNEHAHA ST I VANCOUVER, WA 98661 II FIRE PROTECTION TEL (360) 699 -4403 FAX (360) 699 -4485 _- G EQUIPMENT SUBMITTAL L AUD 3 1 o 2010 Triangle Pointe Bard OR 11 �, , fe D ;VIP Tigard, D:1 Patriot Fire Protection Inc. Job # 32 - 9690 ITEM MANF. MODEL SIZE COMMENTS * ** SPRINKLERS * ** QR : SSU / REC / HSW Reliable F1 FR 1/2" Extended Coverage Pendant Reliable F1FR -EC 3/4" 8K Extended Coverage SSU Reliable J112 3/4" 11.2K * ** VALVES * ** Check Valve Globe RCV 4" Butterfly Valve Unique UFP025 2 1/2" w/ Tamper Switch Test & Drain AGF 1011 1 1/4" w/ PRV Preaction Valve Reliable H 1 1/2" Electric * ** PIPE *** Pipe: Steel Import Sch 40 /Flow All Black * ** FITTINGS * ** Grooved Fittings AnvilStar Varies 1 1/4" - 8" Grooved Couplings AnvilStar Varies 1 1/4" - 8" Threaded Fittings Smith Cooper Varies 1" - 2" Ductile Iron Flex Drop Flexhead Standard 3' -0" *** ELECTRICAL DEVICES * ** Water Flow Indicator Potter Elec. VSR -F 2" - 8" Air Compressor Panel Reliable B Releasing Panel Potter Elec. 4410RC - * ** HANGERS *** Ring Hanger Grinnell Fig 69 1 " -8" Vertical ATR Attachment Hilti TZ 3/8" Swivel Attachment Tolco Fig 75 3/8" Seismic Bracing Tolco Varies 1" * ** MISCELLANEOUS * ** Fire Caulk Hilti FS -ONE - As Required II TACOMA,WA OFFICE www.patriotfire.com SPOKANE, WA OFFICE TEL (253) 926 -2290 PATRIFP099CF TEL (509) 926 -3428 FAX (253) 922 -6150 FAX (509) 926 -3708 f Bulletin 136 Rev .O IIIIIIIIMIIIIIIIIIIIIIIIIIIOIIIIIIIOIIIIIIIIIIIIIIIOIIIIII 1..� Model F1 FR Model F1 FR Recessed 5. Quick Response Sprinklers o Model F1 FR Sprinkler Types -: Standard Upright 1, Standard Pendent Conventional �- °& Vertical Sidewall s Horizontal Sidewall — HSW 1 Deflector ` Model F1 FR Recessed Sprinkler Types ; ,. Recessed Pendent Upright Pendent Recessed Horizontal Sidewall — HSW 1 Deflector m Listings & Approvals ` 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS &A No. 587 -75 -SA F 6. Meets MIL- S -901C and MIL -STD 167 -1 .. *- 7. Verband der Schadenversicherer (VdS, Germany) 10 s► 8. NYC MEA 258 -93 -E UL Listing Category Vertical Sidewall Conventional Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV .. ...-00 Patents: US Patent No. 6,374,920 Applies to ! N � 3 kg Model Sidewall odel F1 FR Vertical ... Sidewall Sprinklers. . �.3.;a F , .�� w Product Description Horizontal Sidewall Recessed Pendent Reliable Models F1 FR and F1 FR Recessed Sprinklers are HSW 1 Deflector (Model FP Shown) quick response sprinklers which combine the durability of a pands, forcing the bubble smaller and smaller as the liquid standard sprinkler with the attractive low profile of a decorative pressure increases. Continued heating forces the liquid to sprinkler. push out against the bulb, causing the glass to shatter, The Models F1 FR and F1 FR Recessed automatic sprinklers opening the waterway and allowing the deflector to distrib- utilize a 3.0 mm frangible glass bulb. These sprinklers have ute the discharging water. demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This Application quick response enables the Model F1 FR and F1 FR Recessed Quick response sprinklers are used in fixed fire protec- sprinklers to apply water to a fire much faster than standard tion systems: Wet, Dry, Deluge or Preaction. Care must be sprinklers of the same temperature rating. exercised that the orifice size, temperature rating, deflector The glass bulb consists of an accurately controlled amount style and sprinkler type are in accordance with the latest of special fluid hermetically sealed inside a precisely manu- published standards of the National Fire Protection Asso- factured glass capsule. This glass bulb is specially con- ciation or the approving Authority Having Jurisdiction. structed to provide fast thermal response. The balance of Quick response sprinklers are intended for installation as parts are made of brass, copper and beryllium nickel. specified in NFPA 13, FM Global Loss Prevention Data it At normal temperatures, the glass bulb contains the fluid Sheet 2 -8N or other applicable standards. Quick response in both the liquid and vapor phases. The vapor phase can sprinklers and standard response sprinklers should not be be seen as a small bubble. As heat is applied, the liquid ex- intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: K Factor Sprinkler Identification Sprinkler Type Sprinkler Approval Number (SIN) US Metric Height Organization • SSU SSP Standard- Upright (SSU and Pendent (SSP) Deflectors Marked to Indicate Position )2" (15mm) Standard Orifice with /2" NPT (R)2) Thread 5.6 80 2.2" (56mm) 1,2;3,4,5,6,7 R3625 R3615 %" (20rnm) Large Orifice with %" NPT (R /%)Thread ' 8.0 115 2.3" (58mm) .1,2;3,4,7,8 83622 R3612 v /s: "(17mm) Small Orifice with X" NPT (R/ Thread 4.2 60 2.2" (56mm) 1,2,8 R3623 R3613 %" (10mm) Small Orifice with )2" NPT (R)2) Thread ' 2.8 40 2.2" (56mm) 1,2,8 R3621 R3611 10mm Orifice XLH with R% " Thread , 4.2 60 56mm 4,6,7 R3624 R3614 - Conventional- Install in Upright or Pendent Position lOmm Orifice XLH with R% Thread 4.2 60 56mm R3674 15mm Standard Orifice with /2" NPT (R/ Thread 5.6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3/4' NPT (R /a)Thread 8.0 115 58mm 4,7 R3672 (1) Polyester coated upright UL and ULC listed corrosion resistant. o YY� Y s yr Upright Pendent Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench ° Installation Data: K Factor Nominal Thread Sprinkler Sprinkler Identification Orifice • Size US Metric Height ' Organizations Number (SIN) X," (15mm) A" NPT (R1/2) 5.6' 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 1 %," (20mm) %" NPT (R /a) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 7 (11mm) y NPT (R 4.2 60 2.2" (56mm) 1,2,8 R3613 %" (10mm) X" NPT (RY) 2.8 40 2.2" (56mm) 1,2,8 R3611 lOmm R% 4.2 60 56mm 4,7 R3614 (1) Refer to escutcheon data table for approvals and dimensions. �— 2 7 /a' HOLE OK f— 2 5/5" DIA. [56.7mm) [577mmJ HOLE IN CEILING ~ ( D 1 15/16 IA ' — 2 5//16" DIA. [58.7mm] CUP _ I' X 1/2" REDuC£R 1" X 1/2" REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ \ / / I L _— o / Ji F ACE OF FlT71NG TO CEILING L J ADJUSTMENT (1 DIMENSION ������ �� *Iv A• CEILING y rTe TO FACE OF FITTING I/8" � ,'\ I CE DIMENSION Ws [3.2mm] A"(1) Lti\ , `r ■ 2 2 �, ,j I) q " (1) [72.2mm] IJGFGOI_E AO✓USTMENT T 1J6FG05_A (1) REFER ro Fl & F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. (1) REFER ro FP ESCUTCHEON DMA TABLE FOR APPROVALS AND DIMENSIONS. 2. I ' { p Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Height Organizations Nu Orifice Size Number (SIN) US Metric g g Number (SIN) /z" %z" NPT (R1/2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm 1" NPT (R /) 5.6 80 2.2" (56mm) 4 i1) (1) LPC Approval is for Pendent position only. `'� Deflector to Ceiling Orientation Dimension (Min. - Max.) Upright 4" - 12" (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) Vertical Sidewall US Patent No. 6,374,920 : ass . Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: NSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations • K Factor and Type of Approval Sprinkler Nominal Thread Sprinkler Identification Light Ordinary Number (SIN) Orifice Size US Metric Length Hazard Hazard y'` ( 15mm) j/ NPT(R'h) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. FM Approvals do not permit recessed usage. 1367304 i # ZA 1 4 e FACE OF FITTING TG 1. _ 1 �,& .,,.� �8`F , ' �'a NA LL DIMENSION % - 1 7/ MIN. l' € [31.6 m] 4112 c —2 1/4" HOLE D,'A. , J (57.Zmm) •-.1 101. 6mm- 152.4mm �,�.., ; ". (3.2mmJ CEILING TO J s 7" X 7/2" REDUCER DEFLECTOR 1 � C � Horizontal Sidewall 1 75/76 DIA. � �� i ii 1411_ Ill -- - [49.2mm1 TA il g I I 1 2 27/32" DIA 1 1 Ini J [7 22mmJ TURN COLLAR UNTIL ��1 i . TIGHT AGAINST SPRINKLER WRENCH 3057.. L. —H Imo— ADJUSTMENT ( ) (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. i Installation Quick response sprinklers are intended for installation as tle vacuuming. Remove any sprinkler which has been specified in NFPA 13, FM Global Loss Prevention Data Sheet painted (other than factory applied) or damaged in any 2 -8N or other applicable standards. Quick response sprin- way. A stock of spare sprinklers should be maintained to klers and standard response sprinklers should not be inter- allow quick replacement of damaged or operated sprin- mixed. klers. Prior to installation, sprinklers should be maintained The Model F1FR Recessed Quick Response Sprinklers are to in the original cartons and packaging until used to mini- = be installed as shown. The Model F1 or F2 Escutcheons illus- mize the potential for damage to sprinklers that would trated are the only recessed escutcheons to be used with the cause improper operation or non - operation. Model F1FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Sprinkler Types When installing Model F1FR Sprinklers; use the Model D Sprin- Standard Upright kler Wrench. When installing Model F1FR Recessed Pendent or Standard Pendent Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any Conventional other type of wrench may damage these sprinklers. Sidewall (Vertical, Horizontal HSW1) Glass bulb sprinklers have orange bulb protectors to minimize Recessed Pendent bulb damage during shipping, handling and installation. RE- Recessed Horizontal Sidewall HSW1 MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- Finishes (1) (2) moval of the protectors before this time may leave the bulb vul- Standard Finishes nerable to damage. RASCO wrenches are designed to install Sprinkler Escutcheon sprinklers when covers are in place. REMOVE PROTECTORS Bronze Brass BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS Chrome Plated Chrome Plated (3) TO REMOVE THE PROTECTORS. White Polyester Coated White Painted (3) Temperature Ratings Special Application Finishes -• Sprinkler Sprinkler Escutcheon . Classification Temperature Max. Ambient • Bulb Temp. Color Bright Brass Bright Brass °C °F Black Plated Black Plated •Ordinary 57 135 `.100 °F(38 °C), • . Orange Black Paint Black Paint Ordinary 68 155 100 °F (38 °C) Red Intermediate • • 79 175 • 150 °F(66°C) • : Yellow. Off White Off White • ' Intermediate • -. 93, 200 :150°F (66°C) Green Satin Chrome Satin Chrome High (1 ) 141 286 225°F (107°C) Blue (1) Other finishes and colors are available on special order. _ (1) Not available for recessed sprinklers. Consult the factory for details. Escutcheon Data ( FM Approvals is limited to bronze and brass, chrome or black plated finishes only. Face ofFitting (3) FP Push- on/Thread -off escutcheon. Model : Approvals Adjustment uty D ,„A„,.. siorl „to CeTngor ( UL and ULC listed corrosion resistance. Wallamension SIN numbers: R3621, R3622, R3623, R3625. Max Recess (38. mm) is' - . Note: For y Min Recess ” orifice pendent FM approved white F1 1,2,4,8 , polyester coated and UL approved white 3/ " (5mm - 24mm) p Y pp polyester (19.1 mm) • corrosion resistant sprinklers refer to Bulletin 014. 1 y„ F2 1,2,3(1) Max Recess (38.1mm) • 3 ,s °- 'Y,6' • Ordering Information Min Recess 15/6' (5mm -17mm) Specify: (24mm) Max Re- %s' 1. Sprinkler Model FP 1,2 cessed (11mm) 1y (38.1mm) 2. Sprinkler Type Push -on/ Thread -off 1,2 Min Recessed l /16" 1 " (254mm) 3. Orifice Size (24mm) 4. Deflector Type No Dimensional Figure for FP 5. Temperature Rating ( 1 ) Horizontal Sidewall is not FM approved in the reccesed configuration. 6. Sprinkler Finish Maintenance 7. Escutcheon Type The Models F1FR and F1FR Recessed Sprinklers 8. Escutcheon Finish (where applicable) should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean Note: When Model F1FR Recessed sprinklers are sprinklers with soap and water, ammonia or any other ordered, the sprinklers and escutcheons are packaged cleaning fluids. Remove dust by using a soft brush or gen separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. . Manufactured by The Reliable Automatic Sprinkler Co., Inc. R Papeed MN ,.. R eibld l a (800)431 -1588 Sales Offices (800)848 - 6051 Sales Fax Revision lines indicate u or new data (914)829 - 2042 Corporate Offices www.reliablesprinkler com Internet Address EG, Printed in U.S.A. 06/09 P/N9999970027 f '4 Bulletin 148 Rev. D Model F1 FR °° Reliable Model F1 FR Recessed T Quick Response Extended T Coverage Sprinklers o • A complete line of UL Listed and FM Approved quick response extended coverage sprinklers for light hazard applications. Horizontal Sidewall Sprinklers area roved , -, P approved for installation 4" - 12" (102mm - 305mm) i '� i mss 4 Y below the ceiling. i Model F1FR QREC Sprinkler Types Extended Coverage Pendent Extended Coverage Horizontal Sidewall Extended Coverage Recessed Extended • EC -8 Deflector Pendent Coverage Pendent • EC -9 Deflector Model F1FR QREC Recessed Sprinkler Types , Recessed Extended Coverage Pendent a _ $ Recessed Extended Coverage Horizontal F t . -' Sidewall: • EC -8 Deflecto • EC -9 Deflector .. • Approval Organizations 1. Underwriters' Laboratories, Inc. Recessed Extended Extended Coverage 2. Underwriters Laboratories of Canada Horizontal Sidewall EC-8 Coverage Horizontal Sidewall 3. Factory Mutual Research Corporation EC-8 4. NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open Quick Response Extended Coverage Sprinkler f � .. , UL Guide Number VNIV V" Note: Consult appropriate FM Installation Standards regarding limitations of room size, ceiling height and minimum wall fire resistance rating. Extended Coverage Recessed Extended Product Description Horizontal Sidewall EC -9 Coverage Horizontal Sidewall Reliable Models F1FR QREC and F1FR QREC Recessed EC -9 Sprinklers are quick response sprinklers which combine the structed to provide fast thermal response. The balance of durability for a standard sprinkler with the attractive low pro- parts are made of brass, copper and beryllium nickel. file of a decorative sprinkler. The temperature rating of the sprinkler is identified by the The Models F1FR QREC and F1FR QREC Recessed Auto- color of the glass bulb. matic Sprinklers utilize a 3.0mm frangible glass bulb. These Applicat sprinklers have demonstrated response times in laboratory Quick response sprinklers are used in fixed fire protec- tests which are five times faster than standard response tion systems: Wet, Dry, Deluge or Preaction. Care must be sprinklers. This quick response enables these sprinklers to exercised that the orifice size, temperature rating, deflector apply water to a fire much faster than standard sprinklers of style and sprinkler type are in accordance with the latest the same temperature rating. published standards of the National Fire Protection Asso- The glass bulb consists of an accurately controlled amount ciation or the approving authority having jurisdiction. Quick of special fluid hermetically sealed inside a precisely manu- response sprinklers are intended for installation as specified factured glass capsule. This glass bulb is specially con- in NFPA 13. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model F1 FR Quick Response Extended Coverage Pendent Sprinkler Deflector: EC Installation Wrench: Model D Sprinkler Wrench , ,� '„ Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy ,- re s' b Installation Data: "K" Factor Sprinkler a Nominal Thread Sprinkler Temperature' Approval p Orifice Size Length Rating Organizations Identification US Metric 9 g Number (SIN) " /32" 3/4" NPT 8.0 115 2.2" 135 °F (57 °C) 1,2,3,4 R4842 (20mm) (R (56.1mm) 155 °F (68 °C) ,. Y2" h" NPT 5.6 80 2.1" 135 °F (57 °C) 1,2,4 R4845 A (15mm) (R1/2) (53.4mm) 155 °F (68 °C) ( FM Approval of pendent sprinkler - 135 °F (57 °C) only Model F1 FR Recessed Quick Response Extended Coverage Pendent Sprinkler Deflector: EC Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: - Nominal Thread "K" Factor Sprinkler Temperature Approval Sprinkler Identification Orifice Size US Metric Length Rating Organizations Number (SIN) 17 /32 " 3 /4 " NPT 8.0 115 2.2" 135°F (57°C) 1, 2, 3, 4 R4842 (20mm) (R /4) (56.1mm) 155°F (68 C) 1/2" 'h" NPT 5.6 80 2.1 " 135 °F (57 °C) 1, 2, 4 R4845 (15mm) (R1/2) (53.4mm) 155 °F (68 °C) (1) FM Approval of recessed sprinkler - 135 °F (57 °C) only. (2) Refer to escutcheon data table for approvals and dimensions. I mo_ 2 1/4" HOLE DIA. [57. 15mm] - COVERAGE AREA 5 /15 DIA 1 Pressure, psi (bar) Maximum . [ -- Flow Rate Coverage Area - _ _2 gpm (L/min) K = 8.0 K = 5.6 Width x Length = (115) (80) ft. x ft. (m x m) TURN COLLAR _ 7" X 3/ REDUCER UNTIL TIGHT 7 1 " X 1/2 REDUCER AGAINST SPRINKLER � 10.6 21.6 N NRENCN 5055 \ (._ 26 (98.4) (0,7) (1,5) 16 x 16 (4.9 x 4.9) B FACE of FIrr1NG TO r CEILING DIMENSION 0) 33 (125.0) 17.0 34.7 18 x 18 (5.5 x 5.5) _I ' 1 Fr ( (2,4) /1 1 n /a ADJUSTMENT 1 � J 00SVa I // 1 C3. la - ,m) 40 (151.4) �� � 5) 20 x 20 (6.0 x 6.0) (3) (3) 135 °F (57 °C) only for both Pendent and Recessed Pendent 1 ■ 1 2 27/22 DIA I ' [722JmmJ 7I 136,G023 2. i •. Model F1 FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -8 Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler. ". Nominal Thread Sprinkler Approval Temperature Identification X p ' Orifice Size US Metric Length Organizations Rating � . Po Number (SIN) • € s = . Y2 /z" NPT 2.8" 135 °F (57 °C) (15mm) (R1/2) 5.6 80 (71.1mm) 1, 2, 3, 4 155 °F (68 °C) R4865 175 °F (79 °C) Model Fl FR Recessed Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -8 Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: Nominal Thread "K" Factor Sprinkler Approval Temperature(') Sprinkler Orifice Size Length Organizations Rating Identification US Metric 9 9 Number (SIN) 1" ' /z" NPT 2.8" 135 °F (57 °C) (15mm) (R1/2) 5.6 80 (71.1mm) 1, 2, 3,4 155 °F (68 °C) R4865 175 °F (79 °C) (" FM Approval of recessed sprinkler - 135 °F (57 °C) only (2) Refer to escutcheon data table for approvals and dimensions. COVERAGE AREA Flow Rate Pressure Maximum Deflector to Ceiling gpm (L/min) psi (bar) Coverage Area Dimension Width x Length Min. - Max. UL FM UL FM ft. x ft. (m x m) Inches (mm) 26 (98.4) 26 (98.4) 21.4 ( 1 , 5 ) 21.4 ( 1 , 5 ) 16 x 16 (4.9 x 4.9) 4 - 12 (102 - 305) 29 (109.8) 30 (113.6) 26.6 (1,8) 28.5 (2,0) 16 x 18 (4.9 x 5.5) 4 - 12 (102 - 305) 32 ( 1 2 1 . 1 ) 33 (125.0) 32.4 (2,2) 34.5 (2,4) 16 x 20 (4.9 x 6.0 4 - 12 (102 - 305) FACE OF FITTING TO (') CEILING DIMENSION .- r I/8 8' TO ]2 "' N 6h I TURN SPRING COLLAR .� _ e I _ UNTIL TIGHT AGAINST �- - 80RINY.LER WRENCH _� �Crj aoss 115/15 "" 1 itI Imo DIA. III I III i� 2 27/32" DIA. II L i — 14 ''" i RECOMMENDED ��'\ WALL HOLE A "(2 ) 2/4" DIAMETER 1 ADJUSTMENT (2) / 3. Model F1 FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -9 Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: Nominal Thread "K" Factor Sprinkler Approval Temperature Sprinkleru Identification m Orifice Size US Metric Length Organizations Rating Number (SIN) 17 /32 3 /4" NPT 2.85 135 °F (57 °C) (20mm) (R3/4) 8.0 115 (72.4mm) 1,2,3,4 155 °F (68 °C) R4862 • 175 °F (78 °C) Model F1 FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -9 Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: COVERAGE AREA Flow Rate Pressure Maximum Deflector to Ceiling gpm (Umin) psi (bar) Coverage Area Temperature Approval Dimension UL FM UL FM Width x Length Rating' Organizations Min. - Max. ft. x ft. (m x m) Inches (mm) 26 (98.4) - 10.6 (0,7) - 16 x 16 (4.9 x 4.9) 135 °F (57 °C) 6 12 (153 305) 29 (109.8) 32 •(121.1) 13.1 (0,9) 16.0 (1,1) 16x16 (4.9x4.9) 4 -12 (102 -305) 29 (109.8) 36 (136.3) 13.1 (0,9) 20.2 (1,4) 16 x 18 (4.9 x 5.5) 155 °F (68 °C) 1, 2, 3, 4 4 -12 (102 - 305) 32 (121.1) 40 (151.4) 16.0 (1,1) 25.0 (1,7) 16x20 (4.9x6.0) 4 -12 (102 -305) 36 (136.3) 44 (166.6) 20.2 (1,4) 30.2 (2,1) 16x22 (4.9x6.7) 175 °F (78 °C) 4 -12 (102 -305) 39 (147.6) 48 (181.7) 23.8 (1,6) 36.0 (2,5) 16 x 24 (4.9 x 7.3) 4 - 12 (102 - 305) 33 (124.9) 17.0 (1,2) 18 x 18 (5.5 x 5.5) 135 °F (57 °C) 4 - 12 (102 -305) 39 (147.6) 23.8 (1,6) 14 x 26 (4.3 x 7.9) 135 °F (57 °C) 4 - 6 (102 - 153) 40 (151.4) 25.0 (1,7) 18 x 22 (5.5 x 6.7) 135 °F (57 °C) 4 - 12 (102 - 305) 46 (174.1) 33.1 (2,25) 14 x 26 (4.3 x 7.9) 135 °F (57 °C) 1, 2 6 - 12 (153 - 305) 33 (124.9) 17.0 (1,2) 18 x 18 (5.5 x 5.5) 155 °F (68 °C) 4 -12 (102 - 305) 40 (151.4) 25.0 (1,7) 18 x 22 (5.5 x 6.7) 155 °F (68 °C) 4 - 12 (102 - 305) 46 (174.1) 33.1 (2,25) 14 x 26 (4.3 x 7.9) 155 °F (68 °C) 6 - 12 (153 - 305) (1) FM Approval of recessed sprinkler - 135 °F only. (2) Refer to escutcheon data table for approvals and dimensions. \ \ \ \ \ \ \ \ \ \ \ \ \ \ FACE OF RUING M (2) DIMENSION 1 r _ 1 /8- r TO lr ki 1 TURN SPRING COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH _ � , � ROSS 1 13/18' IIIIIII Ui6 � l 2 27 /32' D4L DIA NINE r 1.1 H- J 189FG02 - RECOMMENDED L \ - l WALL HOLE 1„_,.,'(2) - 2 1/4' DUMBER ALVI/STMEM (2) 148FG02 4. • T Model F1 FR & F1 FR Recessed Quick Response Extended Coverage Sprinklers Installation Finishes Quick response sprinkler are intended for installation as Standard Finishes specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. Sprinkler Escutcheon The Model F1FR Recessed QREC Sprinklers are to be in- Bronze Brass stalled as shown. The Model F1 or F2 Escutcheons illustrat- Chrome Plated Chrome Plated ed are the only recessed escutcheons to be used with the white Polyester Coated White Painted Model F1FR Sprinklers. The use of any other recessed es- Special Application Finishes cutcheon will void all approvals and negate all warranties. • Sprinkler Escutcheon When installing Model F1FR QREC Sprinklers, use the Bright Brass Bright Brass Model D Sprinkler Wrench. When installing Model F1FR Black Plating Black Plating QREC Recessed Pendent or Sidewall Sprinklers, use the Black Paint Black Paint Model GFR1 Sprinkler Wrench. Any other type of wrench Off WhiteSatin Off White may damage these sprinklers. Chrome Satin Chrome Glass bulb sprinklers have orange bulb protectors to (1) Other colors and finishes are available on special order. Consult minimize bulb damage during shipping, handling and In- factory for details. stallation. REMOVE THIS PROTECTION AT THE TIME THE (2) FM Approval limited to bronze, bright and satin chrome plated, SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE and polyester coated only. PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- Escutcheon Data es are designed to install sprinklers when covers are in Escutcheon A „ Face of Fitting place. REMOVE PROTECTORS BY UNDOING THE CLASP Model Approvals Adjustment Dimension to Ceiling or BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- Wall Dimension TECTORS. F1 1, 2, 4 3 /4" (19mm) 3 / " 4 (19mm)' 3 /16 " (5mm) - 1 (35mm) 15 /16" (24mm) Maintenance 1" (25mm) 3 /16 " (5mm)- - The Models F1FR QREC and F1FR QREC Recessed F2 1, 2, 3, 4 1 /2" (13mm) 1 /16 (4Omm) s' (18mm) Sprinklers should be inspected quarterly and the sprin- (1) EC Pendent kler system maintained in accordance with NFPA 25. Do (2) EC HSW not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or Ordering Information gentle vacuuming. Remove any sprinkler which has been Specify: painted (other than factory applied) or damaged in any way. 1. Sprinkler Model A stock of spare sprinklers should be maintained to allow 2. Sprinkler Type quick replacement of damaged or operated sprinklers. Prior 3. Orifice Size to installation, sprinklers should be maintained in the original 4. Deflector Type cartons and packaging until used to minimize the potential 5. Temperature Rating for damage to sprinklers that would cause improper opera- 6. Sprinkler Finish tion or non - operation. 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Temperature Ratings Sprinkler Maximum Note: When Model F1FR Recessed sprinklers are or- Classification Rating Ambient Temp. Bulb dered, the sprinklers and escutcheons are pack - , F , C ,F o Color aged separately. Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Sprinkler Types Extended Coverage Pendent Extended Coverage Sidewall • EC -8 HSW Deflector • EC -9 HSW Deflector Recessed Extended Coverage Pendent Recessed Extended Coverage Sidewall • EC -8 HSW Deflector • EC -9 HSW Deflector 5. Reliable...For Complete ProtectiOfl 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 gaugesldentification signs • Electrical sprinkler alarm switches • Fire department connection • Water flow detectors 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. Productsmanufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured b The Reliable Automatic Sprinkler Co., Inc. Recycl ® ( 800) 431 1588 Sales Offices Pape (800) 848 -6051 Sales Fax Revision lines indicate updated or new data. (914) 829 -2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A 11/09 P/N 9999970142 Bulletin 173 Rev. B Model JL112 & J112 - Upright p ® E CLH - Extended Coverage L ight Hazard `° ECOH - Extended Coverage Ordinary Hazard W ECOH - Extended Coverage Ordinary Hazard - Quid( Response co Model JL112 & J112 ECLH /ECOH Upright SIN RA7326 is Corrosion Resistant with White (SIN R7326 - Link and RA7326 - Bulb) Polyester Coating. • Quick Response for Light Hazard (16' x 16' (4.9m x 4.9m), 18' x 18' (5.5m x 5.5m) and 20' x 20' (6.1m x 6.1m) spacing) • Quick Response for Ordinary Hazard (12' x 12' (3.7m x 3.7m) and 14' x 14' (4.3m x 4.3m) spacing) • Standard Response for Ordinary Hazard (16' x 16' (4.9m x 4.9m), 18' x 18' (5.5m x 5.5m) and 20' x 20' (6.1 m x 6.1 m) spacing) Features y 1. Extended Coverage Ordinary Hazard and Light Hazard' protection to 400 ft (37.2 m per sprinkler. 2. Nominal K = 11.2 (160). 3. Available in brass, chrome and polyester coated Model JL112 Upright Model J112 Upright finishes. (R7326) - Link (RA7326) - Bulb 4. For applications as per NFPA 13. Approvals Organizations 1. Underwriters Laboratories, Inc. (UL) Design Criteria 2. Underwriters Laboratories of Canada (cULus) Reliable Model JL112 & J112 ECLH /ECOH sprinklers 3. NYC MEA 258 -93 -E shall only be used in systems designed and installed in UL Listing Category accordance with NFPA 13 and all other local codes and Sprinklers, Automatic and Open Extended Coverage ordinances. The following design criteria also apply: • Sprinklers- Ordinary Hazard Occupancy UL Guide Num Minimum sprinkler spacing is 8 ft (2.44m). bar - VNIV • Sprinklers have a minimum flow requirement for each The Reliable Model JL112 and J112 sprinkler are Ex- spacing as shown in the Flow Requirements Table on tended Coverage Sprinklers for use in Ordinary Hazard the reverse side. 1 and 2 occupancies with a coverage area of up to 400 Sprinklers are only to be used in systems hydraulically square feet (37.2m per sprinkler. designed per NFPA 13. • For all light hazard applications it is a Quick Response Deflector to commodity clearance shall be a minimum sprinkler. For ordinary hazard applications, it is a Standard of 18 in (457mm). • Response sprinkler when the spacing is 16' x 16' (4.9m ECOH sprinklers shall be installed in unobstructed x 4.9m) and larger. When the spacing is 12' x 12' (3.7m constructions as defined in NFPA 13. For open web x 3.7m) or 14' x 14' (4.3m x 4.3m), the sprinkler is Quick truss construction web thickness is not to exceed 1 Response for ordinary hazard applications. inch (25.4mm). • The use of ECLH /ECOH sprinklers can provide lower in- ECOH sprinklers which are installed above the bottom stallation costs by requiring fewer sprinklers, less piping of a horizontal obstruction, shall have their deflectors and reduced labor. located as shown in the Obstruction Table on page 3. • ECLH /ECOH sprinklers are to be installed according to Sprinklers can be installed under a sloping ceiling the design criteria shown in this bulletin, NFPA 13, and all not exceeding 2 inches (50.8mm) of rise in 12 inches other local codes and ordinances. Flows and pressures (305mm). • as shown on pages 2 and 3 of this bulletin, must be used Maximum working pressure is 175 psi (12.07bar) at for the appropriate spacing and for the designated hazard the sprinkler. classifications. This ECLH /ECOH sprinkler is available in various fin- ishes, which includes a white polyester corrosion resistant finish. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 r ., Sprinkler Model Specifications Temperature Max. Maximum Maximum Ceiling Sprinkler Coverage a THD Sprinkler Model Type Rating Temp. Spacing Area Size Approvals °F °C °F °C ft (m) ft2 (m2) JL112 ECLH /ECOH- R7326 Link /Upright 165 74 100 38 212 100 150 66 20 (6.1) 400 (37.2) JL112 ECLH /ECOH- R7326 Link /Upright 3 /4 "NPT 1,2 J112 ECLH /ECOH- RA7326 Bulb /Upright 155 68 100 38 (19mm) 20 (6.1) 400 (37.2) J112 ECLH /ECOH- RA7226 Bulb /Upright 200 93 150 66 Flow Requirements - Light Hazard - Quick Response Spacing Coverage Area Flow Pressure "K" Factor ft (m) ft (m gpm (Ipm) psi (bar) US Metric 16 x 16 (4.9 x 4.9) 256 (23.8) 30 (113.6) 7.2 (0.5) 18 x 18 (5.5 x 5.5) 324 (30.1) 33(124.9) 8.7 (0.6) 11.2 160.0 20x20(6.1 x6.1) 400 (37.2) 40(151.4) 12.8 (0.9) Flow Requirements - Ordinary Hazard - Standard Response Ordinary Hazard 1 Ordinary Hazard 2 Coverage 0.15 gpm/ft (6.1 L/min/m 0.20 gpm/ft (8.1 L/min/m "K" Factor Spacing Area Density Density ft (m) ft2 (m2) Flow ow Pressure Flow Pressure gpm (Lpm) psi (bar) gpm (Ipm) psi (bar) US Metric 16 x 16 (4.9 x 4.9) 256 (23.8) 39 (147.6) 12.1 (0.8) 51 (193.0) 20.7 (1.4) 18 x 18 (5.5 x 5.5) 324 (30.1) 49 (185.5) 19.1 (1.3) 65 (246.0) 33.7 (2.3) 11.2 160.0 20 x 20 (6.1 x 6.1) 400 (37.2) 60 (227.1) 28.7 (2.0) 80 (302.8) 51.0 (3.5) Flow Requirements - Ordinary Hazard - Quick Response Ordinary Hazard 1 Ordinary Hazard 2 Coverage 0.15 gpm/ft (6.1 L/min/m 0.20 gpm/ft (8.1 L/min/m "K" Factor Spacing Area Density Density ft (m) ft2 (m2) Flow Pressure Flow Pressure US Metric gpm (Lpm) psi (bar) gpm (Lpm) psi (bar) 14 x 14(4.3x4.3) 196 (18.2) 30 (113.6) 7.2 (0.5) 39 (147.6) 12.1 (0.8) 11.2 160.0 12x12(3.7x3.7) 144(13.4) 2. y Finishes J1 Wrench Sprinkler Finishes Sprinkler Bronze Chrome White Polyester Coated yyWW. x. ^°ue Zak. afd fz �� Ordering Information 1. Sprinkler Model 2. Temperature Rating 3. Finish Corrosion Resistant Bulb Model J1 of °C Sprinkler Wrench' J112 ECLH /ECOH Use Model J1 Wrench for JL112 & J112 155 68 ECLH /ECOH Upright Sprinkler Removal and 200 93 Installation Minimum Flow Requirements For Earlier Editions of NFPA 13 - FOR REFERENCE ONLY NFPA13 -1991 Requirements NFPA13 - 1989 Requirements "K" Factor Ordinary Hazard 1 Ordinary Hazard 2 Ordinary Hazard 1 Ordinary Hazard 2 Ordinary Hazard 3 Covera a 0.15 gpm/ft2 0.20 gpm/ft2 0.16 gpm/ft2 0.19 gpm/ft2 0.21 gpm/ft2 Spacing g (6.1 Umin/m) (8:1 Umin/m) (6.5 Umin/m) (7.7 UmiNm) (8.6 UmiNm ) ft (m) Area D Density Density Density Density US Metric ft (m Flow Press 9pm Pressure Flow Pressure Flow Pressure Flow Pressure gpm ps psi i ,, psi gPm Psi gPm P si (bar) ) - (Lpm) (bar) Pm) (bar) (Lpm) (bar) (Lpm) (bar) (Lpm) 14 x 14 196 30.2 7.0 39.2 11.9 31.4 7.6 37.3 10.7 41.2 13.0 (4.3 x 4.3) (18.2) (114.3) (0.48) (148.3) (0.82) (118.8) (0.52) (141.2) (0.74) (155.9) (0.90) and less 16 x 16 256 38.4 11.4 51.2 20,2 41.0 12.9 48.7 18.2 53.8 22.3 (4.9 x 4.9) (23.8) (145.3) (0.79) (193.8) (1.39) (155.2) (0.89) (184.3) (1.26) (203.6) (1.54) 11.4 164.4 18 x 18 324 48.6 18.2 64.8 32.3 51.9 20.7 61.6 29.2 68.0 35.7 (5.5 x 5.5) (30.1) (184.0) (1.24) (258.9) (2.23) (196.4) (1.43) (233.2) (2.01) (257.4) (2.46) 20 x 20 400 60.0 27.7 80.0 49.3 64.0 31.5 76.0 44.5 84.0 54.3 (6.1 x 6.1) (37.2) (227.1) (1.91) (302.8) (3.40) (242.2) (2.17) (287.7) (3.07) (317.9) (3.75) 3. Installation Requirements for Under Concrete Tees - cULus • The stems of the concrete tee construction must be spaced at less than 7.5 feet (2.3m) on center but more than 3 feet (0.9m) on center. The depth of the concrete tees must not exceed 30 inches (762mm). The maximum permitted concrete tee length is 32 feet (9.8m); however, where the concrete tee length exceeds 32 feet (9.8m), non - combustible baffles, equal in height to the depth of the tees, can be installed so that the longitudinal space between the tees does not exceed 32 feet (9.8m) in length. • The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25.4mm) below the bottom of the concrete tee stems. • When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25.4mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA13 for extended coverage upright sprinkler applies. Location of Deflector to Horizontal Obstruction Distance from Sprinkler Maximum Allowable Distance to Side of Obstruction Deflector Above Bottom of , = -.; ,- �,�, `r ,_�,_,� -,, Obstruction \ �\. , Less than 1' 0 „ ; WRENCH FLAT 1 (Less than 0.305m Omm) / = -; � \ / \ /, e / \ 1' to less than l' -6" 0" �` (0.305m to less than 0.305m - 152.4mm Omm) i h 1 -A Ilk/ >> 1' - 6" to less than 2' 1" 1 2 -i2-1.3/i6 I `� (0.305m - 152.4mm to less than 0.61m 25.4mm) I � .. !II I'I� _ II 2'tolessthan2' -6" 1" 'Il _� 11' _ ___ (0.61m to less than 061m - 152.4mm 25.4mm) - 2'- 6 "to less than 3' 1" 3 /4 " NPT -- (0.61m m - 152.4mm to less than 0.915m 25.4mm) 3' to less than 3' - 6" 3" (0.915m to less than 0.915m - 152.4mm 76.2mm) 3' - 6" to less than 4' 4" LINK BULB (0.915m - 152.4mm to less than 1.22m 101.6mm) ""`°' 4' to less than 4' - 6' 5" (1.22m to less than 1.22m - 152.4mm 127mm) Fig. 1 4' - 6" to less than 5' 7" (1.22m - 152.4mm to less than 1.525m 177.8mm) 5' to less than 5' - 6" 7" (1.525m to less than 1.525m - 152.4mm 177.8mm) 5' - 6" to less than 6' 7" (1.525m - 152.4mm to less than 1.83m 177.8mm) 6' to less than 6' - 6" 9" (1.83m to less than 1.83m - 152.4mm 228.6mm) 6' - 6" to less than 7' 11" (1.83m - 152.4mm to less than 2.135m 279.4mm) 7' and greater 14" (2.135m and greater 355.6mm) Solder Link Bulb Classification °F °C Classification °F °C Bulb Color *Ordinary 165 74 Ordinary 155 68 Red Intermediate 212 100 Intermediate 200 93 Green *Ordinary Hazard only 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. Productsmanufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Re ® Sales Offices Pap cyc ed (800) (800) 848 431 -1588 6051 Sales Fax Revision dines indicate updated or new data. (914) 829 -2042 Corporate Offices MNIMMISMINIMMIMENINNIMIE www.reliablesprinkler.com Internet Address EG. Printed in U.S.A 03/10 PN 9999970311 1 , 2. SWING CHECK VALVE .y age :. MODEL RCV ®� FIRE SPRINKLER STANDARD & "SHOTGUN" �e CORPORATION GIB ® ®vE/GRo® 2► 2 % 4" 3 4 & 6" SIZES DESCRIPTION AND OPERATION Globe Model RCV Swing Check Valves feature a swing type dapper designed for use in fire sprinkler or other types of water piping systems that incorporate grooved connecting pipe ends. They are effectively used '. , F" 7 �� Ea - when it is necessary to permitwaterflow in one direction only preventing � �+ -µ flow in the reverse direction (non - return). Because the RCV incorpo- 'i l rates a spring - loaded clapper assembly, it may be installed in either the . � . ,,, 4 ,, .,,. vertical or horizontal position. Most commonly, it is used with various --.14,-,14,-.4-4=: , � . -,EL.,-:,,,,...:,,,„ +4 configurations of fire department connections' for fire sprinkler systems, y -,' k - , , , by -pass connections, gravity . pressure tank and, pump discharge in � ,Y t ' ,. 4 , Zs connections from public water supplies to automatic sprinkler systems, �� ; f' etc. ; 4,r4 6 Z As an alternative to using an alarm check valve with a wet s rinkler � } � :b il system, an RCV Swing Check Valve may. be used in a Shotgun arrange- s " x ment whereby the valve is trimmed in a similar manner but utilizes an „t,.....1,..... electric water flow switch and alarm bell instead of water motor gong f for fire notification. ” The body of the Globe RCV Swing Check Valve is constructed of high tensile strength cast iron having considerable ductility to reduce damage MODEL RCV in field handling. It meets the ASTM Al26 Class B rating. The RCV clapper SWING CHECK VALVE assembly is made of stainless steel and has an E.P.D.M. rubber facing. The RCV incorporates a special stainless steel spring assembly which allows its use in the downward flow direction. It effectively provides a leak tight seal against back pressures greater than one (1) psi. PHYSICAL DIMENSIONS APPROVALS e cULus Listed 1 U" n� pp ( FM Approved oanow1_ F OR RISER / 0 e NYC - DOB MEA 305 -05 -E ' "S`"`L'TION TECHNICAL DATA o Water Working Pressure Rating 300 psi (20.7 Bars). • ` • Q e Factory tested hydrostatically to 600 psi (41.4 Bars). ` r - E - o Equivalent feet of pipe: 2" Valve = 7.2 feet, 2 1/2" 1 6 , i - CP Valve = 7.2 feet, 3" Valve = 7.2 feet, 4" Valve - 9.9 1 • 1 1 h feet, 6" Valve = 16.1 feet. ,. % -,4NRT } K.. • • WEIGHT SIZE A C E F G H 1 J K L (lbs.) . no trim 2" 1° 4" 3 1/2° 4 112" 6 1/2" 1/4" - 1 1 /2" 2 1/4" 2 1/2" 4 3/4" 4.5 2 1/2" 1 1/4" 4 1/2" • 4" 5" 7° 1/4" 1 1/2" 2 1/2" 2 3/4" 5 1/2" 8 3" 1 1/4° 5 ". 4 1/2" 6" 7 3/4° 1/4° 2" • 3" 3 3/4 6 3/4" 12 4° 2" 6 1/4" 4" 6 1/2" 8 1/2" 1/4" 2 I /2" 3 UT 4 1/4" 7 1/2" 17.5 6° 2" 8° 5' 8" 10 1/2" 1/4" 3 1/4" 4 1/4" 5 1/2" 10" 40.5 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989- 846 -4583 • FAX 989 -846 -9231 OCTOBER 2005 J- I0 BULLETIN. RCV REV. #1 SWING CHECK VALVE - 2 119 2 1/2", , 3 11 '& 6 MODEL RCV 7 STANDARD & "SHOTGUN . GROOVE /GROOVE ITEM. DESCRIPTION MATERIAL 2" PIN 2 'A" PIN 3" PIN 4" P/N 6" P/N 1 Hinge Fin Stainless Steel 321521 321528 321535 321541. 321549 O 12 2 Torsion Spring Stainless Steel 321523 321531 321531 321545 321554 2 0 .. 3 Machined Body Cast Iron 321501. 321503 321505 321507 321509 - R 8 a q�( / 10 4 I/2" NPT Plug Cast Iron 311003 311003 311003 311003 311003 1 4 5 Seat Ring Brass 321516 321530 321537 321543 321551 • 1/4 AFIIIIIM=111:vt• �. 6 Lockout Stainless Steel 321556 321556 321556 321556 321556 9 • a• ® � 7 Nameplate Aluminum 321558 321558 321558 321558 321558 5 8 Clapper Stainless Steel 321515 321527 321534 321540 321548 4 9 Clapper Facing Disc ROM 321516 321529 321536 321542 321550 11 6 ' 10 Sealing Washer Hard Fiber 321518 .321518 321518 321518 321518 �'t CROSS SECTION .11 Disc Retainer Stainless Steel 321517 321517 321517 321544 321544 12 Hex Head Bolt Stainless Steel 321519 321519 321555 321555 321559 -- "SHOTGUN" TRIM ARRANGEMENT i . bra 2 \ SIZE A 8 C 4 ( I A 5 2" 10" 8 3/4" �2 1/4" 7 .' � et 3 t�� 6 -,_ 2 I/2 11• 9 1/4" 2 1/4• i." ` 3" 12- 9 1/2' z In• 4 ® 4" 13 1/2" 10" 3 1 /4" 5 • 1 ® 8 -- 'Celli 6" 14 1/4• 10 3/4" 4• 6 - .. TOP VIEW FRONT VIEW ITEM DESCRIPTION 2" 2 %a" 3" 4" 6" QTY. 1 RCV 321526 321533 321539 321547 321557 1 • 2 Angle Valve. 311614 (1') .311615 (1 1/41 311615 (1 1/4') 311617 (2') 311617 (2 ") 1 3 Close Nipple 310500 (1 ") 310600 (1 1/4) 310600 (1 1/4 ") 310800 (2') 310800 (2 ") 1 4 1/4" Water Gauge 300119 300119 300119 300119 300119 2 5 1/4" 3 Way Valve 311683 . 311683 311683 311683 311683 2 6 1/4" Plug 311001 311001 311001 311001 311001 2 7 1/4" Nipple 311101 (1 1/2 ") 311102 (2 ") 310102 (2 ") . 310103 (212 ") 310103 (2 1 /2 ") 1 8 1/4• x S 1/2" Nipple 310109 310109 310109 310109 310109 1 ORDERING INFORMATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- SPECIFY tured products found to be defective in material orworkman- . • Quantity • Model Number ship for a period of one year from date of shipment. Standard or Shotgun style. • • For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4 rah a 0Si '''''''-'1""' . ; 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 rm '° FIRE SPRINKLER CORPORATION 989- 846 -4583 FAX 989 -846 -923 I OCTOBER 2005 PRINTED U.SA. BULLETIN RCV REV. #I • , „. „. .,.. . • • ' ' . . „ . . . , • . . , • , . . . . • .• . . . . . . . . . . . . . . . ••..• . „ . „ •• • 4• :.::iifsl• FIRE VALVIES • -,-: - - m Size: 2 1/2 Through 8 II. Max. Test Pressure: 600 psi (43.0 Bars) ' • ' g3 Working Pressure: 300 psi (21.5 Bars) • a Working Tempture: 250F. (120°C) • . . - 'm Factory Installed UL Approved Tampered Switch for Indoor and Outdoor Use • • .- . • . , . • . . . . ' " - • . . , . • • .., . . . . . . . . . . - - . " - • .. , _ . . DESCRIPTION NiNAINSVOIMINIKS.WEINEMBROMMIEREIR.V.S.INSS.MINtifffeNIMINVOISVIIIMIRIINNIIIIII§IPRIIII:trAffitsbnegiffiSMIVIESEIRDS • - GROOVED END BUTTERFLY VALVE • . . ■:r; ® ® . . 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' Ductile-iron, EPDM Encapsulated . • ............................................................,..................„..........„................,........................_...„.............„.....,._...,...........„......,..........,.............................„......,..„:„.„„_.„...„:„.„,„„„.„.„,„„....„......,,.....,...........„.„:„„:„.,,„„.,„„„„:„„,,„„„„,„:„„:„„:„.,„,„:„.„„„„ [11.11 . . . Stem • -.- Stainless Steel, Hardened & Tempered • .. - .- --• ..,. ..' . . MI: .... ................................................................................................ Hand Wheel Ductile Iron (ASTM A-536) ... , •. -.. - ilaiiiiiiird111111111111111111111111111111111111111111111111:111111111111110 11111111111111:111111111111111111110 111111115k11111 1111111111111111 .5„::,:,„,,,„„„:,:,,,„,„. .:„,„,,,,:,,4,,,,„,m,,, ::,:,„„:„,::::,0,,, ;,,,,,,,,,,,,,,,,,, . IZ .., e T iIVit.ODE A E :.•"0::IIO.m .'dIa:::Iqgq0III::II:. ::::::IIIVII00 S .4IPw:IIIIII:.N::: gligiloge tig..%milii,'.:Eimas 9P rourlatkim mmemom: om:qUago mgpiffii w::A a ofmil',1 . '..'An.femg]Pli ............... a: oma ,,,,,, : , .,...„,n;am : i . 2 1/2" UFP025 • 4.13" 3.80" 6.61" 2.88" 5.39" - • -. 4.92" 1111:1111,1 ,1 6 :!i ................„.................................................................................................................................................„................................................................................_..........................................................,........................................................................... ........ ............................................................................ 4" UFP027 . • 5.71" 4.54" 6.61" 4.50" • • 6.97" 4.92" 11.11:ill: I49,71 867:::;.4. .:::: 8" U FP029 8.03" .5.80" 8.19" 8.62" 9.29" 8.86" 0.95" A !.. I ''''...' I QUE Fattings and Flanges TOLL FREE: 1 8 8 8 . 9 9 9 . 3 5 8 8 UNIQUEFITTINGSANDFLANGES.COM MODEL 1011 . . : . -,,,,,,,,, ,,,,,, . ,::: !„.,„::„:::::::„„:„.::::.„:„:,„„,„„„„„:„„:„:, , ...........,..............„..„........ ...„.„.„. , ........„ ........ . ....., R.,„..:.,,,.„.„. •,, ........................ ....... .. . ...... .............. ... ..... ..................... ....... ............. .. ......... ............„.. . „....: . . ..., F _ ..................... .............................,.............. .......................,..............................................................................„..........„.......„..........„...........................,....................„.................................„..._ ...„.„......_,„„„.........,......„.„,,...,....,..„....„.„,„.„,,,,____„...„..................„................„,......,........„ .....,.._ ..................._............_..„.„„_.._._....................__.„.....__„.___.........__.T..„...:..._„..„..i._".___._._T_„7.:TT.:..:TT___ - ,,,......---3-4.-------t--------t- • --------- '''"''''""'"'"'"------ ----------- . 4 l'. // / f a e i % ' 00 a / / ; 4 s�K ;j / f/ y f y TEq i t /, :� e B E Yr / �' •"'N i t, 5 x .� 1: J r,u i t s y It AMagoeMPONSIMIONNORNMINESSESONO. 1 k { laYSISSIIIMInFlainagnagall •••::•:-• w 4 W. i '. 8 IlikiONikolgqingiNiMiNiiilimumlimEgiNIMPROmggAlliiir: .- , - ,..y.v.,aVN4iqttktitfip!,;WeOq"Yi4• 4400111MINOIRgOINNIME ovu PATENT AND OTHER PATENTS PENDIN • . . •••-• •• NOMMINIIIIIIIMBONIIIMMIRMINIMIN1811111111.11.1.10111 ❑ The AGF Manufacturing Inc. Model 1011 Matches All The Features And Benefits Of Our Model 1000 by Providing Both The Test Function And The Express Drain Function In A Multistory Installation, With The Added Feature Of An Integral Model 7000 Pressure Relief Valve With Drainage Piping. ❑ Available In A Full Range Of Sizes From 3 /4" To 2 ", NPT & BSPT, With All Specifiable Orifice Sizes /8", 7 /16 7 , 1 /2", 17 /32", 5 /8" (ELO), & 3 /4" (ESFR). ❑ The Model 1011 Complies With The Requirements Of NFPA 13,13R, & 13D, Which Stipulate A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure Reducing Valves. ❑ The Model 1011 Is A Single Handle Ball Valve That Is Lightweight And Compact, Which Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glass, And Is 300 PSI Rated. ❑ The Included UL /FM Model 7000 Pressure Relief Valve Features A Flushing Handle And Is Factory Set At 175 PSI, Other Pressure Settings Are Also Available. ❑ Designed To Relieve Excess System Pressure Caused By Surges Or Temperature Changes As Well As Solve The Difficult Problem Of Providing The Relief Valve With A Drainage- Piping Outlet. ❑ The Unit Comes Shipped In A Semi - Assembled State With The Relief Valve And The Bypass Drain Ports Plugged. This Is Done To Ease Pressure Testing The System. pot our New Autoc et- Visit us " � N on the Internet Ss�� at , 8/01 www fesfar dre8n c4�tn: MODEL 1011 A F F - :L . f N _ s M D . . N M ODEL 1011 (UL LISTED /FM APPROVED) BRONZE BALL VALVE MODEL STD /D) FACTORY 7000 SET (UL AT LI 175 E PSI WITH FM OTHER APPROVE SETTINGS AVAILABLE. PRESSURE RELIEF VALVE Fy L ' 7 j 9 FRONT VIEW - MODEL 1011 PLAN VIEW INLET A 4 A . E E mit th... JIII I " :J T O DRAIN . (0) i • i `' - - :; - 'IIIIIIa MMII From the February 1, 1999 Edition of NFPA 13: Chapter 4 -1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5- 14.1.2.3 Requires a relief valve be installed downstream of all pressure - reducing valves ORIFICE SIZES AVAILABLE - 7 /16, 1 /2, 17 /32, ELO( /8Y, ESFR( /4)• DIMENSIONS - INCHES OVERALL LENGTH 1011 1011 SIZE A B C D E F G H MATERIAL LIST 3/4" 7 9 j16" 1 1/2" 2 3/16 3 5 3 3 / 1 13 /16" 4 9 j16" 6 3 /8 " 191.30mm 37.58mm 55.65mm 93.23mm 85.88mm , 117.12mm 162.42mm PART• MATERIAL: 1" 7 9 /16 " 1 1 /2 " 2 3 /16" 3 5 /8" 3 348" 1 13 /16 " 4 9 /16" 6 3 /8" 1 91.30mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm HANDLE STEEL 1 �/ n 7 15 /12' 1 11 /1 6 ' 9 /16 ' 4 1 /4' 3 5 /16 ' 1 15 /16 ' 5 9/16" 5 1/2' B ALL ROD R ONZ 4 201mm 42.70mm 65.36mm 108.36mm 82.84mm 50.89mm 141.39mm 192.28mm BALL C.P. BRONZE BODY BRONZE 1 1/2" 8 15 j16 " 1 13 /1x ' 1 /4" 5 1 /16 " 3 7 /8 ' 2 5 /8 8 1 /4" 10 7 48 " VALVE SEAT IMPREGNATED TEFLON z26.68mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm INDICATOR PLATE STEEL 2 " 8 15 /16 ' 1 13 /16 ' 3 1 /4' 5 1/12' 3 7 /8' 2 5 /8 8 1 / 4 ' 1 0 7 / 8 ' RELIEF YPASS FITTINGS BRASS 226.68mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm BYPASS TUBING NYLOBRAID `Available on 1 1 /4" to 2" size units only. a . ' 1.0/ESFR IS UL USTED & FM APPROVED : Iii ° ELO /ESFR IS UL USTEA UL USTING EX4019(N) & EX4533(N) - AGF MANUFACTURING COMPANY JOB NAME: 100 Quaker Lane Malvern, PA 19355 USA s ...v. ARCHITECT: Telephone: (610) 240- 4900 " ' ENGINEER: Fax: (610) 240 -4906 • www.testandrain.com MADE IN U.S.A. CONTRACTOR: ' • Bulletin 507 Rev. 11111111111111111111111111.11111011111111111.11.111 CO el o Model H m Deluge Riser o Assembly . Instructions for 1 %" (40mm) Size Installat Operation, Electric Actuation , Care and Maintenance I ,-/Asi..)) (1 i r /,. 1 94 F c ., , ,,, ., ....,, Egt .LA P 6.,/ ''''''' ;>.':,,,-I : A i ,,,,( 60 1 1 IP ck ' :. .._,...„-' f , �"` i � �. it '''..- 1 ' N ' l WO 1 t- ''''''',,,, ---„, i z (R 1 - '-=- 1 , - --i g ,` - , ./ (gt ., . ^0?CVR- The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 General Model H 11/2 " (40mm) Deluge Riser incorporates a sole- After system shutdown and draining, the Deluge Riser noid operated diaphragm type valve as the primary valve in is easily reset, without special tools, by first restoring de- deluge, preaction, or special types of fire protection systems. tection devices to the ready condition. Once the detec- The valve is easily reset by external means which elimi- tion system is ready, the releasing control panel can be nates the need for removing the cover. reset which automatically resets the solenoid valve. The trim is factory assembled for every Model H Deluge Next, the water supply pressure can be restored and the Deluge Riser will be reset. The external reset feature of Riser. This trim provides valve supervising and waterflow the Model H 11/2" alarm electric connections, pressure gauges, and system (40mm) Deluge Riser provides a draining provisions. means for simple, economical system testing which is one essential facet of a good maintenance program. Actuation by solenoid enables a full range of electrical detectors to be used for remote sensing. Technical Data Operation 1. Rated working pressure 175 psi (12,1 bar). Minimum Supply Pressure: 20 PSI (1,4 Bar) Model H 11" (40mm) Deluge Riser employs a quick Note: 1 bar =100 kPa opening hydraulically operated, diaphragm actuated 2. End connections American Standard Ta er Pi e solenoid valve. p p Threads per ANSI B2.1. Inlet and outlet 11/2". Drain 3 /4'. De- energized: supply pressure is retained at the sole- noid valve inlet. Flow through the valve is prevented by a 3. Color- galvanized pipe and fittings with bronze valves. plunger closing off the diaphragm pilot orifice and a dia- 4. Shipping Weight - 52 lbs. (23.3 Kg) phragm sealing against the main orifice. Energized: the plunger is lifted off the pilot orifice and 5. Friction Loss - expressed in equivalent length of Sch. 40 vents the pressure behind the diaphragm. The venting pipe, based on Hazen & Williams formula with C=120 is creates a pressure imbalance across the diaphragm, ft. (8.84m) for the Model H Riser Assembly. which causes the diaphragm to open the main orifice al- 6. Installation position: Vertical lowing flow through the solenoid valve. 7. Listed by Underwriters Laboratories, Inc. special system Once the solenoid valve has opened, water flows from water control valves - deluge type (VLFT). Listed by Un- - the supply through the Deluge Riser into the piping sys- derwriters' Laboratory of Canada. NYC MEA 258 -93-E. tem and to the alarm initiating water flow pressure switch. TO SPRINKLER SYSTEM ,� CJ TO OPTIONAL , INO : 4% FIRE DEPT. 1 - CONNECTION I 1 ♦ V op �'�4 �:i r PRESSURES SWITCHM SOLENOID `/ rs 1�� j r , ALVE ��1 _ `�,• T Rr. MANUAL EMERGENCY `� �N 0 AUTOMATIC DRAIN RELEASING STATION VALVE ` � • I % SUPERVISED CONTROL VALVE W W I :'� ( 44 - te r. T�1 O/•,V1 � `!t= ALARM TEST VALVE 1 _ WATER " .� t`vf__D_ SUPPLY �.�r� 1 I. 507FG01 -F 707PG09 -A TO 1 DRAIN Figure 1 Model H Deluge Riser Assembly 2. Installation 4. Operation test - Open the solenoid valve, Item 4, using Model H 11/2" (40mm) Deluge Riser Assembly is fac the procedure in Step 5 above. Note: Operation test will tory assembled as illustrated in Figure 1. The only pip- cause full flow into the deluge system unless the control ing connections required at the time of installation are an valve is throttled or closed prior to performing this test. appropriate water supply connection, the system piping 5. Reset the Riser Assembly (Steps 1 -7 above). connection and a 3 /" NPT (R /4) drain line connection. Installation is vertical as illustrated. Testing Detection System Without Flow Through Electrical connections are required from a releasing Deluge Riser control panel to the solenoid valve, supply water control 1. Close the control valve, Item 1. valve supervising switch, and the water flow alarm pres- 2. Operate detection system - refer to Bulletin 700. sure switch. Refer to Bulletin 700 for further instructions when making these connections to the Potter 3. Operation of the detection system must result in a sud- PFC- 4410 -RC Releasing /Control Panel used with Reli- den drop of water pressure indicated on supply pres- able Special Hazards & Special Systems. Features and sure gauge, item 6. When gauge drops to zero, open options available for Electrical Deluge and Preaction drain valve until all water above the control valve drains Systems, including fire detection means, are described away. in Bulletin 700. 4. Reset detection system - reverse operations performed Resetting Deluge Riser Assembly in Step 2 above. The solenoid valve closes when the Refer to Figures 1 & 2 Releasing/Control Panel is reset. 1. Close the control valve, Item 1. 5. Reset the Riser Assembly (Steps 1 -7 above). 2. Open drain valve, Item 3, and emergency release sta- Maintenance tion, Item 2, and drain system. Reliable Deluge Riser Assemblies and associated 3. Open all drain valves and vents at low points throughout equipment shall periodically be given a thorough in- the system, closing them when flow of water has spection and test. NFPA 25 provides minimum require - stopped. ments for inspection, testing and maintenance. The 4. Inspect and replace any portion of the detection system Deluge Riser should be tested, operated, cleaned and subjected to fire conditions. inspected at least annually and parts replaced as re quired. 5. Electric actuation - open the solenoid valve, Item 4, by Maintenance Procedures operating a detector or an electric manual emergency station. After residual water has drained through the so- Refer to Figures 2 & 3 lenoid valve, cause it to close by resetting the detector or Steady water flow into the system, as evidenced by manual station; and thereafter, the Releasing/Control dripping at the automatic drain valve, is caused by wa- Panel. Refer to Bulletin 700, "Special Hazards &Special ter leaking past the solenoid valve or past the emer- Systems" for details. gency station valve. To locate and correct the trouble, 6. Close the emergency releasing station, Item 2. Open proceed as follows: slightly the control valve, closing drain valve, Item 3, 1. Maintenance of Solenoid Valve when water flows from it. Close the control valve again and observe supply pressure gauge, Item 6, for any Caution: Do not expose plastic or elastomeric mate - drop in pressure. No pressure drop confirms all valves rials to any type of commercial cleaning are leak tight and the Riser Assembly is properly set then fluid. Parts should be cleaned with a mild the control valve, Item 1, is reopened. soap and water solution. 7. Check that the control valve is fully open, and properly 1.1 Disassemble valve as per the Disassembly supervised. Instructions on page 6. Remove extraneous matter. Clean parts in a mild soap and water Inspection and Testing solution. Refer to Figures 1 & 2 1.2 Examine surface of the plunger seal and dia- 1. Water supply - be sure the valve, Item 1, controlling wa- phragm. If damaged, replace plunger or ter supply to the Deluge Riser is open fully and properly diaphragm. supervised in this position. 1.3 Inspect orifices in the body, cover, and dia- 2. Other valves - check that valves, Items 2 , 3 and 37, are phragm for nicks or dirt. Clean as necessary. closed and not leaking, by performing Step 6 above. Damage may require a new valve or replace - 3. The automatic drain valve, Item 38, monitors internal ment parts. leakage. Push in on its plunger to be sure ball check is 1.4 Examine surfaces of the diaphragm or seal in off its seat. If no water appears, the Deluge Riser Assem- contact with the main orifice. Clean if dirty or bly is leak tight. replace if damaged or worn. 1.5 Check all springs. If broken, replace. 3. 1 DELUGE RISER ASSEMBLY , P/N 6503003001 and P/N 650300300P, PARTS LIST 53 98085668 Coursing, Reducer 2" X 11" (Galv.) 1 52 98840181 Valve, Check,' /2" 1 51 98840180 Valve, Check, 3 /4" 1 50 98543209 Nipple, 1/2" X 2" La. (Galv.) 1 49 98543228 Nipple, /2" X 41/2' La. (Galv.) 1 48 98543216 Nipple, 1 /2' X 31/2 " La. (Galv.) 1 47 98750005 Cross, 3/4" (Galv.) 1 46 98815200 Union, 1/2" (Galv.) 1 45 98761651 Tee, 1 /2" (Galv.) 2 44 - 98174401 Elbow,' /2' (Galv.) 1 43 98174402 Elbow, 3 /4 "'(Galv.) 1 _ 42 98048025 Bushina, 3 /4" X 1 /4" (Galv.) 1 41 98048022 Bushing, 3/4" X1" (Galv.) 1 40 . 98174400 Elbow, 1/2" Street (Galv.) 2 39 75000075 Cup, Priming, 3 /4" 1 38 78653100 Valve, Ball Drip, Automatic Drain 1 37 98840109 Valve, Ball 1" 1 36 95106904 Plate, Base, Manual Emer. Station 1 35 95200002 Plug, 11/2" (Galv.) 1 33 98085680 Coupling, 11/2" Grooved With 3 /4" NPT Outlet 1 32 98750025 Cross, 2" X 11/2" (Zinc Coated) 1 31 98614401 Plug, 3 /4 (Galv.) 1 30 98614403 Plug, 1/4" (Galv.) 2 28 6999991339 Switch, Pressure (Eps10 -1) 1 6999992366 Switch,. Pressure (Epsa10 -2) (*) 27 94606910 Name Plate, Manual Emergency Station 1 26 94616910 Nameplate, 11" Deluge System 1 25 98543204 Nipple,'? /z" X 6" La. (Galv.) 1 24 95106905 Plate, "Base 1 23 95306210 Clamping Ring (OETIKER #575) 2 22 95306209 Clamping Ring (OETIKER #515) 2 21 98543227 Nipple,' "X Close (Galv.) 2 20 98543212 Nipple, Y2 X Close (Galv.) 4 19 98543279 Nipple, 3 /4' X Close (Galv.) 5 ,18 98543290 Nipple, 3 /4" X 8 / Lg. (Galv.) 1 17 98543288 Nipple, 11/2" X 91/2" L. (Galv.) 1 16 98543276 Nipple, 11/2" X 31" L. (Galv.) 2 15 98543274 Nipple, 11" (thd X grv) X 4" La. (Galv.) 2 14 98543275 Nipple, 11" X 21/2" La. (Galv.) 1 13 98543238 Nipple, 2" X Close (Galv.) 1 12 96606625 Tee, 2" X 11/2' X 1 (Galv.) 1 11 96606621 Tee, 11/2" X 3 /4" X 1 (Galv.) 1 10 96606622 Tee, 11/2" X' /2" X 1 (Gale.) 1 9 96606601 Tee, 3 /4" (Galv.) 1 8 96606607 Tee,' /2' X' /2' X' /4' (Galv.) 1 7 98543230 Nipple, / X 3" Lg. (Galv.) 1 6 98248001 Gauge, Pressure, Water 2 5 98840160 Valve, Gauge, 3- Way,' " 2 4 6871080000 Valve, Solenoid, 2" 1 3 98840170 Valve, Globe, 3 /4 1 2 6201001500 Valve, Butterball, 1 (BB- SC100) 1 1 6201201500 Valve, Butterball, 11/2" (BB- scso2) 1 e ITEM NO. PART NO DESCRIPTION Nu 'D r (T) Canadian Type 4 :Ce) '` e...,4.,,, r �. `` ° `,� 6,-ii) ,, . 1 ,-..,,,„ (-- a . 5: , it' ' 'p . R ? (, j i -'1 :-: ;- if t,--....- pt....„...„ ,..-,,s.„, ..,, -- Ji C , J r �- ( y,.i. r s. , 1. i .-, --- tz. „.„,,, .7i) rra '''-,..v.A.,, t k -0 - !: — :".,a. :k (..-.))' l'o'j ,,, -,...,,____-- ..... >, \ 4 ((,, f /^`� ' may {mot',,.r • k . e g t • 0 - Ck � � y ,, --". iii it TURN µNU I , _ � , .-.� 4, 4 , :0.'1'" ,,,,) ,,, yp it . „,..#5 ) -- , MANUAL EAit G t °r l- ,y 0 77 . w.. ' ' ' '{ 71,._ , 4--- , ., ....,.....„.... ....., .„.. : -, .-..; .. , _,, \ -, n .--- t pi ""` ,...._.- 1,.._-,4 - , ....-Y rd,9 2 .---,(1.32 i v N.50 Figure 2 When difficulty in performance is experienced, contact Reliable Technical Services before any field adjustment is made. Should replacement parts be needed, use only Reliable supplied parts. When ordering specify part number, name, size, model and serial number of the unit. 5. DISASSEMBLY INSTRUCTIONS WARNING: Depressurize system and turn off electri- cal power to the valve before attempting repair. SLEEVE ._. The valve need not be removed from the line. To remove the coil assembly: Unscrew the nut on the top of the coil assembly. The *SPRING -- wave washer and coil assembly can now be re- moved. Maximum retightening torque on coil as- sembly nut is 53 inch -Ibs (5.98 Nm). *PLUNGER---tl disassemble the pressure vessel (Ref. Figure 3) Caution: Do not use a pipe wrench directly on the SCREW (4) .4 sleeve tube. =‘.wr, These valves contain a hex style flange in the sleeve COVER '►i , assembly. A wrench may be applied directly to the ti4. hex flange in order to loosen the sleeve assembly. *.O ""1 '''` Unscrew the sleeve assembly. The plunger and re- OVERRIDEA turn spring may now be removed. Maximum retightening torque is 270 inch -Ibs (30.5 Nm). *0- RING -- Unscrew the four (4) cover screws. If the cover can- not be easily lifted off the body, laterally tap the cover *SPRING . or gently pry the cover from the body with a screw- �-- --': driver. Care must be taken not to damage dia *DIAPHRAGM phragm, cover, or body. Diaphragm return RETAINER 4.--::: spring(s), diaphragm assembly, and o -rings can '41,,,,,+ now be removed. Maximum retightening torque on cover screws is 135 inch -Ibs (15.25 Nm). * DIAPHRAGM I iliC30; Replacement Parts: When ordering replacement parts kit, specify part number (P /N 6999991583). * 0-RING ,...4 Parts included in each kit are marked with an asterisk ( *). See exploded view, Figure 3. SPEED CONTROL ....._.8 , *p - RING 2. Maintenance of Emergency Station Valve '0 -RING — ' This valve, Item 2, is not field serviceable. In the event that leakage is occurring it must by replaced with a new *Ardi* �!- manual emergency releasing station. Replacement is BODY r� made by removing the coupling, Item 33 and loosening the i � ��. union, Item 46, and then unscrewing the segment of piping \� which begins with nipple, Item 16, at the inlet to the valve. JP When ordering replacement valve, Item 2, also order two clamp rings, Item 22, for remounting the nameplate base, Item 36. Make certain both new clamp rings have been slipped onto the nipple, Item 16, above the valve before the FIGURE 3 new valve is attached to this nipple. After all piping is re The solenoid valve is manufactured by the Skinner connected, reposition the nameplate, as shown, and Valve Division of Parker Hannifin Corp. For more de- tighten the new clamp rings over the two nameplate tabs tailed maintenance instructions contact The Reli- using crimping pliers to draw the bands tight. able Literature Department and request Form 10M 7203. 6. SOLENOID VALVE INSPECTIONS, TESTS AND MAINTENANCE WARNING: THE OWNER IS RESPONSIBLE FOR MAINTAINING THE FIRE PROTECTION SYSTEM IN PROPER OPERATING CONDITION. ANY SYSTEM MAINTENANCE OR TESTING THAT INVOLVES PLACING A CON- - TROL VALVE OR DETECTION SYSTEM OUT OT SERVICE MAY ELIMINATE THE FIRE PROTECTION OF THAT SYSTEM. PRIOR TO PROCEEDING, NOTIFY ALL AUTHORITIES HAVING JURISDICTION. CONSIDERATION SHOULD BE GIVEN TO EMPLOYMENT OF A FIRE PATROL IN THE AFFECTED AREA. WARNING: PRIOR TO OPERATING THE SOLENOID VALVE, BE SURE TO CLOSE THE SYS- TEM CONTROL VALVE TO AVOID UNINTENTIONAL OPERATION OF THE DELUGE VALVE 1. Inspections: It is imperative that the system be inspected and tested in accordance with NFPA 25 on a regular basis. The frequency of the inspections may vary due to contaminated water supplies, corrosive water sup- plies, or corrosive atmospheres. In addition, the alarm devices, detection systems, or other connected trim may require a more frequent schedule. Refer to the system description and applicable codes for minimum re- quirements. 2. The valve must be operated at least monthly. The valve must open and close freely. When open, the water flow must be clear and clean at the proper flow rate. When closed, a total water shut -off must be observed. 3. The valve must be inspected at least monthly for cracks, corrosion, leakage, etc., and cleaned, repaired, or re- placed, or replaced as necessary. 4. At least annually, the valve diaphragms and seats must be inspected and if necessary, repaired or replaced. WARNING: CLOSE SYSTEM CONTROL VALVE, TURN OFF POWER SUPPLY, AND DEPRESSURIZE VALVE BEFORE DISASSEMBLING VALVE. IT IS NOT NECESSARY TO REMOVE THE VALVE FROM THE PIPE LINE TO MAKE INSPECTIONS. 5. When lubricating valve components, use high grade silicone grease (Dow Corning® 111 Compound Lubri- cant or equal). 6. When reassembling, tighten parts to torque values indicated in the manufacturer's maintenance instructions (packed with valve). 7. After maintenance is completed, operate the valve a few times to be sure of proper operation. A metallic "click" signifies the solenoid is operating. 8. It is recommended that the valve be replace at seven -year intervals. Shorter intervals may be required if the valve is subject to corrosive water supplies or atmospheres. 9. All service must be performed by qualified personnel. Upon completion of inspections or replacement of the valve, the entire system must be checked for proper operation. See appropriate system description and test- ing instructions for additional information. 7. Ordering Information Specify (Ref. Figure 4): Item Component Part Mfgr. Description Technical Bulletin No. 1 Deluge Riser Assembly B Model H 507 Releasing / Control Panel Model PFC- 4410 -RC Batteries 12 VDC, 12 AMP Hours (90 Hours Backup) FM 2 12 VDC, 7 AMP Hours (60 Hours Backup) C CA2Z (Class A Wiring Module for Initiating Circuits) Pott #5403550 Reliae r blle e 700 Optional Accessories CAM (Class A Wiring Module for Indicating Circuits) ARM -1 / ARM -2 (Auxiliary Relay Module) RA- 4410 -RC (Remote Annunciator) Model SSM24 -8 24 VDC / Polarized Bell Model SSM24 -10 24 VDC / Polarized Bell 3 Alarm Annunciator A Reliable 700 Model MA24 -D 24 VDC / Polarized Sounder Model MASS24LO 24 VDC /Polarized Sounder Strobe 4 Trouble Annunciator A Model SSM24 -6 24 VDC / Polarized Bell Reliable 700 Model MA24 -D 24 VDC / Polarized Sounder Model BNG -1 (SPDT) 1 & 2 Area Detection 5 Manual Emergency Station (Elec.) A Reliable 700 Model BNG -1 F (DPDT) Cross Zoned Detection 6 Detection Various Smoke, Heat Detectors, etc. Reliable 722 7 Sprinklers B Open Type Reliable 104/106 System Equipment Manufacturers Patents (A)Notifier U.S. Patent number 5,720,351 (B)The Reliable Automatic Sprinkler Co., Inc. (C) Potter Electric Signal Company iU II f1fl LP \ OPEN SPRINKLER OR NOZZLE (7) DETECTORS • (5) FIRE ALARM BELL o ELECTRIC (3) — EMERGENCY _ t !! ) 0 STATION frimmpli O 11 . e� TROUBLE ePOWER 120 VAC (4) ,a. PFC- 4410 -RC RELEASING /CONTROL 1 ' - .Li PANEL o p � e (2) _ DELUGE = RISER ASSEMBLY 3 - =4j (7) .3 Qpq El t 1 WATER SUPPLY TO DRAIN 507FG04D Figure 4 — Model H Deluge System 8. . • Installation Measurements • i 9' , ___I 1462,6w3rwi 15 1/2 ' e 1 .--- flat lItrz.m.1 1.39.7,/trgril . • _....,„ . • ... — . • Li • it im friat ... -.1 , l . m ".". 4 -4,p 4 J.'; . sum . ofisv .1. is kri=741# i . • ''' .11 . 1 . - . EZI- _ ....—. / 1111 V • ■7='":g. 1577 :57almj ..... sioNiTh ,. 1 4 11111 1,2o,im.m.i . , k NW , . ,.. ..." . (r147-1"1 Mt i• ,I.c . ' I ... hoi : l'il ... . . A . p4 ..... i IN ......,. ,._,., ...,.. ,,— .i1 11110:' , 5 ' . . (12 40.rnenj if: 1 0 ? , am ma , , , .• 1 370..2n- 1 vni . ., ke ALLOW FOP 16' 14Or;..4rratni SWIM.) PAD1L..6" WEN .t.NSTAL DAY) .5(.31Div e av A I - 1/2 ' iciP7 WA WI' '31;PPLY /O) 1 T -.4 .7 IFOO4 9. • i 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 • Special hazards & special systems • 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 over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. a RePapeed r RI- (800) P (800) 431 -1588 Sales Offices 4 31 - Sales Fax (914) 829 -2042 Corporate Offices Revision lines indicate updated or new data. Www.reliablesprinkler.com Internet Address EG. Printed in U.S.A 05/08 P/N 999990118 c m ratwwe peci h tic date " ' • • Specification A51: NPS' 2 6 S TD XS and XXS; ANS ! S chYedules ; 10 throu 160; - :Scope Covers: arid'Wetded Black and hot dfpped`galvanrzed nominal'fve arage) wall pipe for ccofling, bending, flanging and • other special purposes and i suitable for welding. C ontinuous = Welded'pipe : is not:intendeid for flanging. Purpose for •which pipe. , is intended ld b shoue stared on order ... •. Kinds of. >Sfee! Qpen?fieartn. Basic- Oxygen Permrttee.Edr •Eleclric = furnace - • Ripe Ma,tersat . • Hot Dipped • , • Sets Standards'f or coating of pipe with z€nc ftiside and outside "by the hot - dipped process: Weight ofrcoating'inust •not average Galvanizing tees than 1 8 az. : .p e r square foot and nol l than 1.6•oz..per square fool; . Permissible The;min €mum wall thickness at• any ' " --- y °point s hall not be more than 12:5 °b under the nominal wall thickness specified_ Variations�;n • `'WaII Thickness • ° :Chemical C max. °la Mnmax %, P max °fo S that °/d - - .- ....__. :Re uirements Seamlessbr ERW, • Grade A 0:25 0.95 . 0.05 • 0.06': Grad B:: 0 1.20; 0.05 0.06. Continuous -weld - - - 0:05. 0.06` ' : : • Tensile Continuous " ... Seamless and-Efectrtc -: • Requirements Welded' :: resistance- welded Grade .A Grade 8 • Tensiie'!Strength ' min : . psi.......:.... . : : :. .; :. 45,000 • • 48,000 • 60.000 Yid , Stren g th�;inin psi ::: .:> 2 5,000 .• °! 3 0,000 • 35,000 • Test in aintained forgot tens than seco p pe y . ' H g ctrnn test ressur eds ar s of s a and a bt. O l e d res stanceswefd red li d • sh .... 9 y rostatic H drostaha ms e `Permissible• Pius op`fvtinus.td. °, _ _ •• Variations in • Weights,perFoot, Permissible Ou tside• Diameter at anypgrnt shalt! ^not vary trom standardspecfied rriore'than — Variations ' For NPS:1 Yz and Smaller -Sizes " For NPS 2 and •Larger.Siies Outside Diameter w 1 over • ! 32' der un` q t ° gUer i °a under • - Meehan'tcai Te "Tensile -Test — Transversi? requ(red;an EP1N for NPS Stand l ' ' Specifted Bending Test (Cold} • STD andXS- NPS 2and under XXS -NPS 1 and under , ,. ' Degree of Bend Diameter of Mandreb Far �torrnai A53 1 ses 90 12 x. nom; dia. of pipe For Close Co€lrn9' 180, . ' 8 x_nomt dia..o pipe: t • Flattening Test `= NPS 2 and larger•STD :and XS.:.(Not required,for XXS pipet: Number of S eamless and'EtectricRes!stance- Welded Bending f €altening tensile an one`lengih of;pip m efro each lot of 500 lengths Tests Re qufred q cress •of a size j Continuous - Weld Bend ng, fIattehingtensite.,. NPS 114 & m saflor &c ',NOS 2 larger_ ...:.... one( • tons •bner50.tons. 'Lengths •• Standard Wei tit Singte Random 16 '22 5 % i>e Jointers: If Plain Ends 5% may be 12 ' -1,6'. Double` Random — Shortest. Length 22 .riiinimum average for order >35.. Extra :Strong &'Double Extra Strong i Single Random 12` 22' 5% ma b e 6 -1 • Goo' ouble Random (XS and lighter} Shortest Length 22, minimum average fororder 35': Lengths ,ldnger than single random with wail thickne55es,heavierthan XS subject to negotiation.: Required,.Markrngs "Rolled; Stamped or.Stencfleii (iNfgr option) .° on' Each Length htame brand of"manufacturer. On; age attached t Kind.'of that'is,'ContinuousWelded. Electric= Resstance- Welded A,: Electric- R esistance - Welded 8, S eamless A -.or • e a c h •Bundle: in case ;Seamless B. X stronq;XXS for doabie:exirastrong., • •of: Bundled Pipe)? .ASTM A 53', ' • Length ;of pipe. General Cou tin s A tied haridtin ti ht: Coo it s 2 and'smaller. :stray ht " p 9 t?p y y, p g g t :app @d, other sizes =tape tapped tnforrnation Thread : Protection Appihed t pipe 4 and.large;.. , i End Finish runless otherwise specltiedj — STD or X S, or watlt ess :than 0 500 in: (excluding XXS); Plain end r. 'beveled. At XXS:and wattthickriesses over 0:500 in:'. =Plain end'square •cut. NOTE This generat:inforrnaiion :is from ASTM Standardsand APt Specifieation.5L.. Please refer'tothespecific:Staridardor •Spe •details: . . e starldard'Wai - : f i`.pi..: ; =5 ; • plain end 'nominal, wall ' ptain i • t es t pressur • :Ode Aze , 0 D P0. . ; thickness end thread Putt: seamless & ERW' €n ' in ° m: in. wt: : . per in. weld (cw) . grade A 1 . ; grade B -. E ,'1a :405 269 :068, .24 27 • 7 00 : 700 ., 7 00 1 /4 . .540H 364, 088. .42: 13 700 700 700 t 3 !$ °, :.67 ; 493 091: .57 • 18 700 700 700 '/z . ` �.840a. :622 .1:09 _85 14 : '700 700 700 • . 3 /4 1.050 , ..824: . .11 1;13 14 '700 700 700 1 1.31,5_ 1:049 3. .133: 1.68 • 11'/ .. •700 700 700 . + 1 : - , '1.660.: 1 ;380 .140 • ; 2.27 11 1000 1200 1300 j 1' • '1.900' 1:610 145 2.72 11? 1000 1200 1300 . 2 2.375: 2.067 154 •365: 11 € 1 ' 2300 2500 2' :2 :875 2.469 .203. . 5:79 . 81 .1000 2500. 2 3 • 3.500 • 3.068 :.216 i 7:58 . 8 1000 2220 2500 3?12 . :4:000 3'.548 .226 9 :11 8 1200 2030 2370 4 4.500 4326 237 J• 1.079 8 • 1200 1900 2210 5 5563' • 5 047 . 258 1462 8. 1200: 1 r 1950 6 • ' 6325 6065 .280, 18.97 € ; 8 - 1520 1780 ' ' . 8:625 , . 7 :981. -.322 2855 . 8 - . i 1340 . • 1570 1 0 . . L 10:750 10 :020 , 365 40.48 ; 8: - -1220 1430 X1,2 12:750 . 12;000 .375 4956 6 1060 • •. 1240 extra= str,Orng aUi s teel pspe A =5 nomina waA lain plain end. pl test pressure• pipe;size 0.D.: t.D. thickness end butt . sam eless & ERW m. in. j in: • in. w4. w grade A ( grade B iis .405 .21;5 :095 .31. 850 850 850 3 14 _540 .302 .11.9 j 54.850. 850 .850 • .675 ;423` .126 .74 , 850 • 850 '850 ?`z .840 :546 .147 1.09 • 850 850 850 3/4 1.050 .742 1 .154. 11.47 • 850. • 850: 850 1 . 1.31:5' .957 .179 2,1.7 8 50 850 850 1. 1.660 1 :278 .191 3.00' 1.300 1$00 1900 1 1 , 90 0 1.500 .200 3.63 .1 1800 1900 2 2 375 1.939 .218 5.02 1300: 2500 2500 2ila 2.875 2323 .276 7.66 1300 '2500 2500 3. '3 :500 2.900 .300. 10.25 1 '1300 . 2500 2500 3Y2 4.000 • 3:364 .318 12.51 1700 2800 2800 . 4 4.50Q: 3.826 .337 ! • 14.98 E 1700 2700 2800 5 51563. i 431,3 .375 20:78 - .2430 2800 6 6 :625' I ' 5.761 .432. .28.57' - 2350 2740 8 8.625 7.625 .500 49.39 - 2090 i 2430 1:0 ' 10.750 9.750 .500 54.74 - 1 -670 1950 1.2 12.750 . • 11.750 .500 65.42 - 1410 1650 generai:.itifor tt :f .. . . a i m ti j ris.. rrt t i t • . In. sizes fr om "'s - .. hru 12 -inch, p i p e is,known by its. nominal • The vast majority of pipe is: made from carbon steel in a wide inside diameter, whictl::differs somewhat from the.' actual: inside variety of chemical compositions m and Methods of manufacture . diameter...E,artypi manufacturersmadethe walls in the smaller .. .Carbon steel pipe in -some specifications, is.available in either sizes much, too thick and incorrecting this error in design they Grade A . or Grade Band to a few cases C. Due to a higher :.took the, excess from the inside to avoid changing •the •sizes of the . carbon conterit,.Grades B and•C have higher tensile strength than . •companion: fittings. To distinguish. pipe sizes from actual • Grade A byt are less:. ductile: No extra charge is;usually:made'for measured:'diameters, the, ter iron pipe size. (IPS) or nominal Grade B Over Grade A.; Generally, Grade . .. B.canbe used. in place • •pipe size (NPS) 'are usually: •used_ For sizes larger`than 12 -inch A . of. Grade but "Grade A cannot be substituted on applications pipe is know by its: actual:out For, alt; pipes,zesthe requiring Grade B.' • outside diameter, (O:D.) remains relatively constant; variations in ..• ... wal! thickness affect only the inside diameter (I p.) Other common pipe compositions are wrought iron ,.chrome -moly steel (chromi molyb s tainle ss steel (chromium - nickel) To ; different: w of pi three;;long standing tradi -. and nicket.;steel, A number of non - .ferrous metals are also .. . ..tiOnalf designations are used standard wall (Std ) extra strong manufactured in iron,:pipe sizes: wail (XS).and ;double extr stron wail (XXS). These last ,Iwo designations.are sometimes referred to •as extra heavy wall (XH) The American Soci y for Testing Materials (ASTM) publishes most•of the s . cificat ons for; piping:matenals:,The •great.majority and daub(e eMra wai! (XXH)`,,respectivety, . ' p? of the: gradesrecognized in ASTM specifications are approved by • For the purpose of ad o ;:standrizing;pipe dimensins, the American ASME and 'ANSI Codes. In a the American National; Standards; Institute:(ANSI)., in an effort sponsored by the Instutute (API); has established rnaterial specifications,covering • -American Society for Testing: Materials (ASTM) and the.American' tine pipe ter the oil: and gas industries. . Society Of :Mechanical Engineers `(ASME); published; ANSI B36,1OM,. To broaden thicknesses s! schedule Some of the ;most ,com .specifications, ar e fisted in the numbers from schedule 10 (S.10) thru sche 16 were fallowi paragraphs' :adopted. for steel. pipe. These schedule :;numbers indicate . . .. approximate values for 1000 times the pressure stress ratios, r, stainless .;steel schedule n umbers from schedule 5S oarbon steel welde d rtdioor S eamless Late pipe through sehedule:80S were: published in ANSI 836:19 for's ASTM A - 53 °Thi g eneral se(;vioe carbon .steel pipe; is made thru 12 inch. The addition of,the letter S after the schedule "number either welded, or seamless. Available in Grades A •or B,: it is well identifies it as pertaining to stainlesssteel... suited - . : for fabrication. Certain relationships exist among- thtra igna • •editior of ' ' ' ' ASTM A 106 • tiigh- pressure, high- temperature service; usually • Std ,,XS and:XXS, the ANSI schedule':numbersandthe:actual wall . calls for pipe t 10 Pipe to this specification i s;Medd seamless • thicknesses Std and S.40 are the same in -sizes thru 10 inch; in only,: i n either ~Grades,:A or:B: and some wail: thic are :sizes above 10 -inch „Std has a wal l of 34 -inch: XS. and •S' 8Q are the provided in Grade 'C`; G Cr iS con a • special product •saute in sizes thru 8- inch;, in sizes :10 -inch • and above,:XS has a � supplied only•on agreement betweert manufacturer an the wall.of'/ -inch XXShas no corresponding schedule number, but • purchaser: Grade B has more exacting. r equirements f chemical • in sizes thru 6-inch, XXS •has' wail twice as thick as XS: Stateless • analysis; testing, quality control and steel making practice than steel schedules 405 and 80S are i iaotiaj with carbon steel Grade A and:thus is;of.:higi er`quality. :designations Std and XS ;.respectively thru.12 - inch ASTM A435': Electric - resistance welded steel :pipe thru 30 -inch • • Weights for carbon s teel pipe are based on. a density of 0,2833 diameter. for 'car liquid, ;gas or vapor. Made in..Grades. A pounds per cubic inch; for wrought iron.pipe the densityis 0 . 2 777 and::B. pounds per cubic inch Since wrought iron pipe is made to:steel outside diameters and steel. weights: per foot, the •wali.thicknesses ASTM A - 252 This specification covers nominal wall steel pipe • of wrought iron pipe are.necessariiy slightly greater. than,steel pipe • piles. of cylindrical shape and applies. to „pipe piles in which the to compensate for Mis difference-in densities. •steelcytinderacts as load- carrying member, or as a shellto form cast -in -place concrete piles. Unless otherwise designated, references to pipe wail thickness always means the. nominal, or average, wall. thickness. Most ASTM A - 5O1 This •specificationc . overs hot-formed ASTM tolerances op regular pipe products specify =that.the wait .seamless carb steel o sq uare, round; rectangular, or, . ;spe cial thickness of pipe at any.point•is bene less thanl2??2 %under the - shape structura tubingforwelded ,.rive bolted cconstruction, nominal;wall thickness specified. This means that a minimum wall of bridges.and.buildings, and for;general structural purposes. of 0.875 times the nominal Walt could apply for regular Milt:rolled ASTM A - 795 This specification covers welded ,and seamless- pipe. -steel, pipe intended: for use in fire protection systems. . Unless ordered to cut lengths; at a higher price, pipe: is supplied'in random lengths (RL): This is.due to:the.rnethod of;rnanufacture carbon steel lute pipe where damaged' ends of each length are cut away during the API 5L Material furnished to this 'specification must be made finishing' operations. For - Std pipe a s ingle random tength,usually • from open - hearth •electric furnace or basic oxygen :steel. The falls in the range of 16: to. 22 feet. standard covers pipe for conveying gas, water orbit, inboth the oil readed''and'coupied (T &G),pipe has threads that taper and gas industries: It is available as seamless or welded. Th per foot on the diameter for all sizes.,Threads conform -'to ANSI 81.20.1.• End to end measurements of T &C pipe include the attached coupling. . . • „'..,; : : • . . . . . , . . . • . . ' . , . • . . Steel Pipe , „.. • , • - , ., .. . . . . g eneral irtfotittAtiOtt , . . orboni,S,teek,z—?:deslrtg & tubing : ASTM .A-369 Ferritic alloyteamleSs,steel forged arid; - - • bored pipe high4emperatureservice.-A-.369 covers. API-5C1 ThiespetifiCatiOn was Creafettto satisfy the . i ASTM ,.; • ' essentially ,the same alloy grades as T A 335. needforhigh strength 'i•Steei;Osingiantftplaing 'One oil - •. , • . • r ■ ' Avallaole .on a made to order basis. and•ges induStry. Available:in searnless:or Weldecl.sit es. stainfeSS:Steetrpicie .., , • Caftan, steel plate pipe , :- - ASTM pi.312 Seamless and welded austenitic steel ..•: .. , .., , : , " - :: • , - :: , , ' : pipe for high-temperature and general corrosive service, Thirty-seven seam A$TM A-134 :Electric-fusiari (arc) sea , • . , - . . . i•- : - ..., - , -. i„grades are covered by this. specification or-spiral Searn•Welded ptatp and • in with some available on a madela Order:basis only. diarneter With:walls•thrp'7440011 thick- Intended for conveying liquid; gas or vaporikrailable in various ASTM A-376 Seamless aUStenitit'Steel pipe for high- specifications and grades of p1 ate , - ' tornperatur,o'cOnttaVstation in varying . . --. --., ..:, : r „ . ... • percentages •olchrtimiurn, niCkerand other alloying ,. elements. • chrome4Tioly,steel pipe - :: . - ' ' - . .,. '• i '':: • . • • ' : : ., .. - ASTM A,;430. AuStenitic searnless:steefforged and A T 500 (Ples fertiti 06Y:s*el''PiOP for high :bored pipe for high_tornperatUre service S aVailable'in temperature service (usually Consciered to be above several grades on a made46.order. basis. 775P-9 '&10,001)166i fabriCatiOn. toVa are ' • ' • specified .by indicating rtheapplicablo grade according to ASTM A jEfeetric7fUtion aUstenitic the following table whiCh-tiSts•the nOn perCentages-of PlIr.onlitlfil etePiPipe for high emperature „,.. tnelpririCipal alloying elements : - : ' ervices.in.fiv6:tiasses,and nineteen different grades. , „AyailableiOn a made to order baSfs. , .- A-335 grade - material nitkef steel pirae P1 C arbon-mbly(c-m0)' ASTtin",A-:333 ' ISe'aitiless: Welded pipe tor extremely . .. . P1'5 :.Siliebn.:Moly.:(SiMO) low-temper&ure SerVice.,A,333 lists six grades of nick& ,Steel•piPe Of piPe. Other P2 1/2 'Cr Ma :grades.df lesS . , P12 1•:::Cr1/2 Mo : , 'the general requireMents of this SpecificatiOn When , .. . 'agreed upon by tho the,purchaser. ::,..,.. P11. 11/4' Cr-i/2 :MO . upon , „ ... . • • non:feirous . .. P22 21/4Cr-1 'MO P21 3 Cr:1 Mo ASTM 8-42 copper •ASTM 'El-.165 Matiel P5 5 Mb ASTM B43 red .brass (riiCi<el-Copper) - P5b • 5Cr- Mo : ASTM 8 nickel ASTM 8 IriCoriel (nickel chron2iurn P5c 5 Cr MO-Qb ASTM 8 aluminum P7 7 'Cr:1/2 Mo P9 9 Cr- Mo Manyall of abOve.gradeS are only available on -a made:to order basis. • • 1: • :.S.'fv Pipt • • . . . chOr°iiitaL COt'Ttposf on ( %);; , . spe C Mn :P S ._" Si; • . A53 Grade A :25 max: :95 max. , :05max: } .06 max. - • } • Grade,8 , 0 max; 1.20 Max, .05 Max; • • _ .06 max. .. • - A1061 2: Grade A ;2 5 max: .27- .93 • :025 max; .025 max. .10 min. ;(Seamless) Grade B . 30 max: 29 -1 :06 ' .025..max: :025 Max.. • . • „10. min. . -Grade C . .35.max .29 -.1:06 :025 ma .::.025 max.: .10 min: '• A135 • Grade A .25 max. • .95 niax. .05'max. :06 max. - . (ERW) Grade B :30 max ..: 1-.20 :,m 05 ,:06 max. - . I . .A252 Grades 1, Z. . , -- .05 1. - . arid 3 . A501 .. . .26.`max: • ' • : ' .04.:max, 05 max. A795: Grade A ,25.max . :95 max. :05 max .06 max.. • . Gr • B :30.max. , .. 1.20 max 05 , :06 max. €: - . • (ERV!I /Searpless) • (max f rriax,) .. • API 51: Grade A • ' .211.22 .90 max. • .04 -.max:. :05 max. . • • (all non.- Grade B 26/.27 • � 1.15max. .04.,max.. .05 max - • expanded) 'X423. .28/:29 • 1.25, max. 04 rriax: ••05 max. - . X46, X52 .30/.31` 1.35. max. • .04 MAX. . :05 max.. - . X56, :X60 .26/26... 1:.5.11 .04 max. :05 max. . - . API 5CT H40 • - .03 max: . :03 max: . :155 - 03`max ( 03 max: K55 - .03 max: " 1 .03 max. - N80 • • - .• .03'rnax, .:03 max.. -= I f L80 (.Type.1 ). :43 max: 1.90 Max. .03; max. . :03 max. :45 max. ' The combination of Cu, Ni, Cr, Mo a nctm contentsshall not exceed'1.00 %. • 2For :each reduction of .01 %. below the specified.0 maxmum an increa of .06% Mn above the: • rneximum.will be permitted up •to a maximum of 1:35 °a: • 3 For grad X42 -X60, for each reduction'of..01 % below the rnaximum • C content, an- increase of .05% Mri above - specified maximum is allowed up to• 1.45% for grades up to X52:and•to 1.60 %for grades higher.than X52. . . 4 L80 (Type 1),requires..25.max. N1 and .35 max: Cu. • • Steel Pipe tensile proertyrequkernents . . . . Spetificition min yield strength (psi) min tensile strength (psi) other' A531 Grade A 30,000 48;000 Grade 35,000 60,000 •A106 Grade A • 30,000 • 48,000 (SearnlesS) Grade 6 35,000 60,000 • Grade C 40,000 70,000 .A135 Grade A 30,000 48;000 (ERW) Grade 35,000 60,000 A252 Grade 1 .30,000 50,000 Grade 2 35,000 , 60,000 Grade 3. 45,000 66,000 A501 36,000 58,000 A795 Long. elongation 23% min. „AP1'51. Grade A 30,000 48,000 Grade 8 35,000 60;000 X42 42,000 60,000 X46 . 46,000 .63,obb X52 52,000 66,000 X56 56,000 71,000 X60 60 75,000 (Range) API 5CT H40 40,000- 80,000 60,000 J55 55,000 80,000 75,000 `• K55 55,000- 80,000. 95,000 N80 . 80,000-110,000 100,000 L80 (Type 1) 80,000- 95,000, 95,000 Hardness max. HRC 23 'Elongation requirements vary with grade specimen size and orientaiion:Ct a b i steel pipe for fine ;protec ion A-795 Standard dimensions, weights and test pressures (schedule 40) nominal wall test pressures (psi) size O.D. thickness pipe , plain end in. in: in. weight (1b./ft.) furnace weld seamless and,ERW J 1/2 .840 .109 1 :85 700 700 3, 1.050 :113 1.13 - 700 700. 1 1.315 .133 ' 1.68 700 700 1' 1.660 :140 1 . 2.27 1 1000 1000 11 1.900 X145 2:72 1000 1000 2 2.375 I .154 3.65 10fl0 1000 2'7x . 2:875 .203 5.79 1000 1 3 3.500 .216 7.58 1000, 1000 31 4.000 :226 9.11, 1200 1200 4 4.500. 237 10.79 1200 . 1200 5 5:563 258 1462 1200 6 6.625 280 18:97 - 1200 8 8625 322 28,55" 1570 10 1 "0.750. .: 365 40.48 1430 light weight pipe, dimensions, Weights and test pressures (schedule 10) s nominal wall • ( test. pressures (psi) pipe size O.D. thickness plain end t..- in.. a M. in, weight (lb./ft.) 1 furnace weld seamless and ERW 3 .4 1.050 .083 .86 500, 700 1 1.315 .109 1.40 500 700 11/2 1.660 .109 1:81 500 1000 11/2 1.980 .109 2.08 500 1000 2 2.375 .109 , 2.64 500 1000 2' 2.875 .120. 3.53 500 1000 3 3.500 .120. 4:33 500 1000 31/2 4.000 . .120 j. 4.97 500 1200 4 4.500 .120 E 5.61 500 1200 5 5.563 .134 7.77 - 1200 6 6.625 1 .134 9.29 - 1200 8 8.625 .148 13.49 - 1200 10 10:750 .165 18/0 - 1200 • • • • G 3Sttp tiv p C B &C8t7 t . -. A 795 NiPS ? - :10" Schedule 10 and S 40 ' . � ° : Covers :seamless "and welded:, black and•hot- dipped gaivanized:nominai wail, pipe_: For coifi bend ing „flanging and is suifable j ° ° • for.weiding Pipe:ordered for this specification is intended:for use•n :fire protection system: f • • Kindsot Steel. •Open- hearth: . Basic - oxygen Permitted For ' Electric- furnace . • . • Pipe: Material -1- '4 Hot- Dipped Sets standards for,coatin of i with; zinc inside and outside ti :the hot di _ d p rocess. Wei ht'of•coatin must notavera e • Y ppe P 9 9 9. Galvanizing less than.1 8':oz. square foot and not less than 1.6 per'square: ft ` ' - Permissible The minimum. wall thickness at .any-point shall not vary-by more•tfian 12.5 °o unde the nominal thickness. Variations in ;, Wail Thickness . Chemical . ,Mn , _ C` max % n max % P max . 6 S ritax . • Requirements ` S eamiess:or';ER1N .... -- - Grad A 0.25 � .0.95; 0 :05 ” • 0.06 € Grade 8 . 0:30 1.20 , 0.05 . 0.06. • Furnace weld•Pipe- • . is Type:F 0 :08 0:06 NOE & Hydrostatic in te pre °for plain en e d and threaded"ar spe Hydrostati pressure shalt be maintained "for' Hydrostatic:- not less than 5 seconds for, all. sizes; of seamless and electric resistance weidpipe, Non destructive, electric te a ccordance Testing with practices E,23 or E 309. . 1 Permissible Plus or minus 5 %.. variations in • • Weights per • Foot _ _ - . . • Permissible . ' • Outside Diameter 'at any point shat{ not vary from standard specifed more than —.. Variations in,_ • For :NPS Y and Smaller Sizes " For 2'and Larger Sizes Outside Diam , ,- '( ,° ov er ' " - "f3in under: 1 %over - .1 %•under Number of . Flattening •Tests rmed on e - resistance welded , i e :and fern g are to pe perfo p'p acs weldedpipe. Tests Required Req - .Lengths Unless specified, pipe shall be:furnished on.single random •lengths of 16:to 22,ft uired Markin s Rot Slam ed' a -.._ g p r Stenciled (Mfgrs. option} • � on Each Length Name or brarid,of. t he manufacturer; tOn;Tags attached to : Electrc- resistance. welded_ A, electric resi : welded. B, Seamless A; € • each Bundlein Seamless 8, Grade - or, 8 for type E or 5: pipe,: wall: thickness. schedule.ASTM A795, the fetters NH.ff not hydrostatically tested., •• ofBundied Pipe) l The length of pipe General End finish;may be plain end`beveled or plain end square cut. • 1 information • • • • NOTE; This.generai information'is from ASTM Standards. Please refer to the specific Standard or Specification.for complete details, when Others Miss the Mark••• Count on sps How R.„....,..vsrami:obv .......,..70,9merolstaltiolz w..::: —aa 4 ! 3`{ QH K A 'S tl fi p � y , / r � r / . /. � rah .�' i.:, //! n K h � f 3 'Y �t f� ._. . ., „ . ,, . , 1 . ., , , , , . ...T....,,,.......:,,,,,,,:w.,,:‘::::;.::::::::::1...::::,10:0::v,,,::v:As4:06,51:;:i. 0 0 y S j / : � 4 0 y � � s . . \::...'.‘ . , '..:',..:. ' .7::;: /P. \\ ;� . 3 e n' � Sys f4 f y. 3! Y 9 A . 5, u Fx� :.& & . aY C ! k _ Sk y / W 4 : P �` ' � y�� ��~"�g 0 Ax' a ` R � t ✓ xi ` c y, , >''"y`.� . 'e� 3' c ih o' e r ' 's h ff ■ State Supply, Inc. www.statep . Count on SPS Flow Designed to exceed today's high fire and building products standards, SPS Flow is the right choice for your next light wall sprinkler pipe project. SPS Flow holds tighter tolerances than ASTM A135 and A795 and meets A53 Grade A specification. (Wall tolerances are held to -5% instead of the -12 1/2% per ASTM A135 and A53.) In an ever changing world where steel product availability continues to be in question, local inventories available for same or next day delivery is essential. State Pipe & Supply Inc.'s West Coast inventory allows for quick turn around and solves your J.I.T. requirements. For quality and experience, rely on SPS Flow and State Pipe & Supply Inc. SPS Flow, the Answer to Your Sprinkler Pipe Requirements. • . WEIGHT PER FOOT FOR SPS FLOW PIPE' Pipe Siz (inches}; C Wt. /F Wt.IFt Resi Nominal OD, Wail : ID (d) without Water with Water` ; Ratio,(CRR); . 1 ' /a" 1.660 0.083 1.494 1.40 2.16 3.26 1 1.900 0.095 1.710 1.83 2.83 4.01 2" 2.375 0.095 2.185 2.32 3.94 3.25 2 1/2" 2.875 0.083 2.709 2.48 4.97 1.21 3" 3.500 0.090 3.320 3.28 7.03 1.15 4" 4.500 0.101 4.298 4.75 11.03 1.14 BUNDLING CHART FOR SPS FLOW PIPE Pipe S iz e (inch Pcs'Per : , Weight Per Weight P.er Nominal OD , Wall Wt. /Ft. Bundle B undl (21'i "-B;undle (24') 1 1" 1.660 0.083 1.40 64 1881 2149 1 1.900 0.095 1.83 64 2464 2816 2" 2.375 0.095 2.32 42 2042 2334 2 2.875 0.083 2.48 36 1873 2140 3" 3.500 0.090 3.28 26 1791 2047 4" 4.500 0.101 4.75 19 1895 2166 • SPS Flow Meets A135/A795 • All joints are hydro tested and A53A specifications and Eddy current tested • Meets NFPA 13 and 14 standards • UL Listed • Lighter than SCH40 and SCH10 for easy handling • 300 psi rated • Suitable for welding or roll grooving • Mill Lacquer Coated • Tighter Wall Tolerances than specification requires • Local West Coast Inventory SPS Flow is proudly distributed by: www.statepipe.com tlICD/ & Buildin Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Grinnell Grooved Fire Protection Products Fire Protection Submittal Sheet Listing and Approval Information Vd S (54 /1P Page 1 of 8 October, 2005 TFP1800 ' P 2 of 8 TFP1800 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule (psi-UL,ULC,FM; Bar LPCB and VdS) Inches mm uL ® FM [Vds) ago 11/4,1'/2, 2 42.4, 48.3, 60.3 Sch 5, ID, WST 175 175 175 - - 1 1 2, 2 42.4, 48.3, 60.3, 73.0 Sch 10, Sch 40 300 300 300 - - - 3, 4, 5, 6, 8 88.9, 114.3, 141.3, 168.3, 219.1 Sch 10, Sch 40 300 300 300 - - 10,12 273.0, 323.9 Sch 10, Sch 40 250 250 250 - - 1 2, 2 3 42.4, 48.3, 60.3, 73.0, 88.9 MF 300 300 300 - - 4 114.3 MF - - 300 - - 1'/4,1'/2, 2, 2 3, 4 42.4, 48.3, 60.3, 73.0, 88.9, 114.3 DF 300 300 300 - - 1'/4,1'/2, 2, 2 3, 4 42.4, 48.3, 60.3, 73.0, 88.9, 114.3 FLF 300 300 - - - 1 2, 2 3, 4 48.3, 60.3, 73.0, 88.9, 114.3 FF 300 300 300 - - 10 1,1'/4,1'/2, 2 33.7, 42.4, 48.3, 60.3 MLT, EZT 300 300 300 - - 3 88.9 EZ 300 300 300 - - 4 114.3 EZ 250 250 300 - - ( 6 168.3 EZ 250 250 175 - - 1'/4,1'/2, 2 42.4, 48.3, 60.3 BLT, DT, TL, Gal 7, Gal Flo 300 300 300 - - Figure 705 1 1 2 42.4, 48.3, 60.3 GL, MLT, MT, SL, WLS 300 300 - - - 1 1 2 42.4, 48.3, 60.3 UE - - 175 - - 76.1,165.1 BS1387 300 300 300 - - 42.4, 48.3, 60.3, 76.1, 88.9, 114.3 BS1387, ISO 4200 - - - 16 20 139.7 BS1387, 1S0 4200 - - - 16 - 165.1 BS1387, ISO 4200 - - - - 20 168.3, 219.1 ISO 4200 - - - 16 20 108.0,133.0,159.0 ISO 4200 300 - 300 - - 216.3 JIS G3452 300 - 300 - - 1 2, 2 48.3, 60.3, 73.0 Sch 5, UE, WST 175 175 175 - - 1 2, 2'/2, 3, 4, 5 48.3, 60.3, 73.0, 88.9,114.3,141.3 Sch 10 450 450 450 - - 6, 8,10,12 168.3, 219.1, 273.0, 323.9 Sch 10 450 450 450 - - 1' /z, 2, 2 3, 4, 5 48.3, 60.3, 73.0, 88.9,114.3,141.3 Sch 40 500 500 500 - - 6, 8,10,12 168.3, 219.1, 273.0, 323.9 Sch 40 500 500 500 - - 1 2, 2'/2, 3, 4 48.3, 60.3, 73.0, 88.9, 114.3 MF, DF, FF, SF, STF 300 300 300 - - 2 60.3 EZT 300 - - - - 3 88.9 EZ 300 300 300 - - "" 4 114.3 EZ 250 250 300 - - 6 168.3 EZ 250 250 175 ' 1'h, 2, 2'/2, 3 48.3, 60.3, 73.0, 88.9 XL 300 300 300 - - 1'/2, 2 48.3, 60.3 GL, MT, MLT, TL 300 300 300 - _ - 1 2 48.3, 60.3 Gal 7, Gal Flo 300 300 _ 300 - - Figure 707 1 2 48.3, 60.3 BIT, DT - - 300 - - 14,16 355.6, 406.4 Sch 30 300 - - - - 18, 20 457.2, 508.0 Sch 30 200 - - - - 24 610.0 Sch 20 250 - - - - 76.1, 165.1 BS1387, ISO 4200 300 - 300 - 20 48.3, 60.3, 88.9,114.3,168.3 BS1387, ISO 4200 - - - - 20 219.1, 273.0, 323.9 ISO 4200 - - - 16 20 2 60.3 Sch 5, ID, UE, WST 175 175 175 - - 2, 2 3, 4, 5 60.3, 73.0, 88.9,114.3,141.3 Sch 10, Sch 40 250 250 250 - - 6, 8 168.3, 219.1 Sch 10, Sch 40 250 250 250 - - 10,12 273.0, 323.9 Sch 40 250 250 250 - - ♦„ • . 2 60.3 BLT, DT, EZT, FF GL, LS 250 250 250 - - 2 60.3 MT, MLT, TL, WLS, XL 250 250 250 • ,• 60.3 Gal 7, Gal Flo 250 250 250 - - 2 60.3 MF, FF - - - � 250 2, 2 3, 4 60.3, 73.0, 88.9, 114.3 DF, FF, MF, SF 250 250 250 - - 3, 4 88.9,114.3 EZ 250 250 250 - - Figure 71 6 168.3 EZ 250 250 175 - - 2, 3, 4 60.3, 88.9,114.3 STF 250 250 250 - - 2'/2, 3 73.0, 88.9 XL 250 250 250 - - + 60.3, 76.1, 88.9,114.3,168.3 BS1387, ISO 4200 250 - 250 16 20 139.7 BS1387, 1S0 4200 250 - 250 16 - Figure 71 PN16 165.1 BS1387, ISO 4200 250 - 250 - 20 219.1, 273.0 ISO 4200 250 - 250 - 20 323.9 ISO 4200 250 - 250 - 16 YteP1800 Page 3 of 8 Nominal Size Nominal Size Rated Pressure Figure Inches mm Pipe Schedule (P� UL ULC,FM; Bar LPCB and VdS) UL ® FM (uds) [IP®) 1'/4, 1'/2, 2 42.4, 48.3, 60.3 Sch 5, ID, UE, WST 175 175 175 - - 1'/4 42.4 Sch 10, Sch 40 300 300 300 - - 1'/2, 2, 2 3, 4 48.3, 60.3, 73.0, 88.9, 114.3 Sch 10, Sch 40 500 500 500 - - 5, 6 141.3,168.3 Sch 10 300 300 300 - - 8 219.1 Sch 10 400 400 400 - - 5 141.3 Sch40 300 300 300 - - 6 168.3 Sch 40 400 400 400 - - 8 219.1 Sch 40 450 450 450 - - 10,12 273.0, 323.9 Sch 10, Sch 40 250 250 250 - - 1'/4,1'/2, 2, 2 3 42.4, 48.3, 60.3, 73.0, 88.9 MF 300 300 300 - - 4 114.3 EZ, MF 250 250 300 - - 3 88.9 EZ 300 300 300 - - ` - 6 168.3 EZ 250 250 300 1'/2, 2, 2'/2, 1 4 48.1 60.3, 710, 88.1 114.3 DF, STF 300 300 300 - - 1'/4,1'/2, 2 2'/2, 3 42.4, 48.1 603, 73.0, 88.9 FLF 300 300 - - - r 4 114.3 FLF 250 250 - - - Figure 772 172, 2, 2 3 48.3, 60.3, 73.0, 88.9, FF 300 300 300 - - Patented 4 114.3 FF 250 250 300 - - 1'/4,1'/2, 2 42.4, 48.3, 60.3 EZT, MT, MLT, WLS 300 300 300 - - 1'/4,1'/2, 2 42.4, 48.3, 60.3 GL, Gal 7, Gal Flo 300 300 300 - - 1'/z, 2 48.3, 60.3 BLT, DT 300 300 300 - - 1 2 48.3, 60.3 TL, XL 300 300 - - - 76.1,165.1 BS1387 300 300 300 - - 42.4, 48.3, 60.3, 76.1, 88.9, 114.3 BS1387, ISO 4200 - - - 16 20 139.7 BS1387, 1S0 4200 - - - 16 - 165.1 BS1387, ISO 4200 - - - - 20 168.3, 219.1, 273.0, 323.9 ISO 4200 - - - 16 20 2 x1 2 2, 3 x 2 60.3 x 48.3, 73.0 x 60.3, 88.9 x 60.3 Sch 5 175 175 175 - - 3x2'/2,4x2,4x2'/z 88.9x73.0,114.3x60.3,114.3x73.0 Sch5 175 175 175 - - - 2 x1 2 2, 3 x 2 60.3 x 48.3, 73.0 x 60.3, 88.9 x 60.3 Sch 10, Sch 40 350 350 350 - - 3 x 2 4x 2, 4 x 2 88.9 x 73.0, 114.3 x 60.3, 114.3 x 73.0 , Sch 10, Sch 40 350 350 350 - - 4 x 3, 5 x 4 114.3 x 88.9,141.3,114.3 Sch 10, Sch 40 350 350 300 - - 6x4,6x5 168.3x114.3x1638.3x141.3 Sch 10, Sch 40 350 350 300 - - 8 x 6 219,1 x 168.3 Sch 40 350 350 300 - - 2 x 1 2'/2x 2, 3 x 2 60.3 x 48.3, 73.0 x 60.3, 88.9 x 60.3 DF, EZT, FF, GL, MF 300 300 300 - - 2 x1 2 2, 3 x 2 60.3 x 48.3, 73.0 x 60.3, 88.9 x 60.3 MT, MLT, SF, STF, TL 300 300 300 - - 4 x 2 114.3 x 60.3 DF, EZT, FF, GL, MF 300 300 300 - - 4 x 2 114.3 x 60.3 MT, MLT, SF, STF, TL 300 300 300 - - L ` 3x2'/2,4x2'/2,4x3 88.9x73.0,114.3x73.0,114.3x88.9 DF, MF, SF 300 300 300 - - . = i 4 x 2'/2, 4x 3 1143 x 73.0, 11A3 x 88.9 FF, STF 300 300 300 - - 5 x 4, 6x 4 141.3 x 114.3, 168.3 x 114.3 DF, FF, SF, STF 300 300 300 - - Figure 716 3 x 2, 3 x 2 88.9 x 60.3, 88.9 x 73.0 EZ 300 300 300 - - 2 x1 60.3 x 48.3 Gal 7, Gal Flo 300 300 300 - - 60.3 x 48.3, 73.0 x 60.3, 88.9 x 60.3 BS1387, ISO 4200 300 - 300 16 20 88.9 x 76.1, 114.3 x 60.3, 114.3 x 76.1 BS1387, 1S0 4200 300 - 300 16 20 114.3 x 88.9 BS1387, 1S0 4200 300 - 300 16 20 168.3 x 114.3, 219.1 x 168.3 ISO 4200 300 - 300 16 20 139.7 x 114.3 BS1387, ISO 4200 300 - 300 16 - 165.1 x 114.3 BS1387, ISO 4200 300 - 300 - 20 1'/4,1'/2, 2 x /2, 3 /4, 1 42.4, 48.3, 60.3 x 21.3, 26.7, 33.7 Sch 5, Sch 10, Sch 40 175 175 175 - - 1'/4, 1'/2, 2 x'/2, 42.4, 48.3, 60.3 x 21.3, 26.7, 33.7 BLT, OF, DT, GL, LS, MF 175 175 175 - - 1'/4,1'/2, 2x'/2, 3 /4,1 42.4, 48.3, 60.3 x 21.3, 26.7, 33.7 MT, MLT, TL, WLS, XL 175 175 175 - - fi ` r 1 ' / 4 , 1'/x, 2 x'/2, 3 / 4,1 42.4, 48.3, 60.3 x 21.3, 267 337 Gal 7, Gal Flo 175 175 175 1'/4,1'/2 x 72, 1 42.4, 48.3 x 21.1 267 317 EZT 175 175 175 - - 1'/2 x'/2, 3 /4,1 48.3 x 213, 26.7 33.7 FF 175 175 175 2 x' /2, 3 /4,1 73.0 x 21.3, 26.7, 33.7 Sch 10, Sch 40 175 175 175 - - Figure 40 -5• 2'/2x'/2, 3 /4,1 73.0 x 21.3, 26.7, 33.7 DF, MF, STF, XL 175 175 175 - - 1'/2, 2 x' /2, 3 /4,1 48.3, 60.3 x 21.3, 26.7, 33.7 STF 175 175 175 - - • Figure 40 -5 Straps are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets as specified in the chart. P 4 of 8 TFP1800 Rated Pressure Figure Nominal Size Nominal Size Pipe (psi - UL, ULC and FM; bar LPCB and VdS) Inches mm Schedule s © FM [vds] [LP®j 2 x 1 /2, 3 /4,1,1 1 /4,1 1 /2 60.3 x 21.3, 26.7, 33.7, 42.4, 48.3 Sch 5 175 175 175 - - 2 x 1 /2, 3 /4,1,1 1 /4,1 1 /2 60.3 x 21.3, 26.7, 33.7, 42.4, 48.3 Sch 10, Sch 40 300 300 300 - - 2 x 1 /2, 3 /4,1, 1 2 73.0 x 21.3, 26.7, 33.7, 42.4, 48.3, 60.3 Sch 10, Sch 40 300 300 300 - - 3, 4 x 1 88.9, 114.3 x 21.3, 26.7, 33.7 Sch 10, Sch 40 300 300 300 - - 4 x 2 x3 114.3 x 73.0, 4 x 88.9 Sch 10, Sch 40 300 _ 300 300 - - 5 x 2, 5 x 2 141.3 x 60.3, 141.3 x 73.0 Sch 10, Sch 40 300 300 300 - 6 x 1 2, 2 3, 4 168.3 x 48.3, 60.3, 73.0, 88.9, 114.3 Sch 10, Sch 40 300 300 300 - - 2 x 1 /2, 3 /4,1,1 1 /4,1 1 /2 60.3 x 21.3, 26.7, 33.7, 42.4, 48.3 BLT, DT, EZT, FF, GL, MF 300 300 300 - - ' 2 x 1 /2, 3 /4,1,1 1 /4,1 1 /2 60.3 x 21.3, 26.7, 33.7, 42.4, 48.3 MT, MLT, STF, TL, WLS 300 300 300 - - 2 x 1 /2, 3 /4,1,1 1 /4,1 1 /2 60.3 x 21.3, 26.7, 33.7, 42.4, 48.3 Gal 7, Gal Flo 300 300 300 - - 2 x 1 /2, 3 /4,1 60.3 x 21.3, 26.7, 33.7 DF 300 300 300 - - 2 3, 4 x 1 /2, 3 /4, 1 73.0, 88.9,114.3 x 21.3, 26.7, 33.7 DF, FF, MF, STF 300 300 300 - - , 2 x 1 60.3 x 42.4, 48.3 DF 300 300 300 - - ; 3,4x2 88.9, 114.3 x 60.3 DF, FF, MF, STF 300 300 300 - - ..' 4x2 114.3x73.0 DF, FF, MF, STF 300 300 300 - - r' 4 x 3 114.3 x 88.9 FF, MF, STF 300 300 300 - - 76.1 x 21.3, 26.7, 33.7 BS1387, ISO 4200 300 - 300 16 20 139.7 x 48.3, 88.9 BS1387, ISO 4200 300 - 300 16 20 Figure 730 165.1 x 42.4 BS1387, ISO 4200 300 - 300 16 _ 20 Threaded*t 60.3 x 21.3, 26.7, 33.7, 42.4, 48.3 BS1387, ISO 4200 - - - 16 20 . 76.1 x 42.4, 48.3, 60.3 BS1387, ISO 4200 - - - 16 20 88.9 x 21.3, 26.7, 33.7, 42.4, 48.3, 60.3 BS1387, ISO 4200 - - - 16 20 114.3 x 21.3, 26.7, 33.7, 42.4 BS1387, ISO 4200 - - - 16 20 114.3 x 48.3, 76.1, 88.9 BS1387, ISO 4200 - - - 16 20 165.1 x 48.3, 60.3, 76.1, 88.9, 114.3 BS1387, ISO 4200 - - - - 20 139.7 x 60.3, 76.1 BS1387, ISO 4200 - - - 16 - 168.3 x 48.3, 60.3, 73.0 ISO 4200 - - - 16 20 168.3, 219.1 x 76.1, 88.9, 114.3 ISO 4200 - - - 16 20 2 x 1 60.3 x 48.3 Sch 5 175 175 175 - 2, 2 3, 4, 5, 6 x 1 60.3, 73.0, 88.9, 114.3, 141.3, 168.3 x 48.3 Sch 10, Sch 40 300 300 300 - - 3, 4, 5 x 2,2 88.9,114.3,141.3 x 60.3, 73.0 Sch 10, Sch 40 300 300 300 - - 4 x3,5 x 3 114.3 x 88.9, 141.3 x 88.9 Sch 10, Sch 40 300 300 300 - - 6 x 2 3, 4 168.3 x 48.3, 73.0, 88.9, 114.3 Sch 10, Sch 40 250 250 250 - - 8 x 21/2, 3, 4 219.1 x 73.0, 88.9, 114.3 Sch 10, Sch 40 300 300 300 - - 2, 2 x 1 60.3, 73.0, 88.9, 114.3 x 48.3 DF 300 300 300 - - 3, 4 x 2 88.9, 114.3 x 60.3 DF 300 300 300 - - r t '�"" 2 x 1 60.3 x 48.3 BLT, TL 300 300 300 - - 3 x 1 88.9 x 48.3 EZ 300 300 300 - — E a 139.7 x 48.3, 88.9 BS1387, 1S0 4200 300 - 300 16 20 ` 165.1 x 42.4, 48.3, 60.3, 76.1 BS1387, ISO 4200 300 - 300 16 20 60.3 x 42.4, 48.3 BS1387, ISO 4200 - - - 16 20 76.1 x 42.4, 48.3, 60.3 BS1387, ISO 4200 - - - 16 20 Figure 730 88.9 x 42.4, 48.3, 60.3 BS1387, ISO 4200 - - - 16 20 Grooved * *$ 114.3 x 42.4, 48.3, 60.3, 76.1, 88.9 BS1387, ISO 4200 - - - 16 20 165.1 x 48.3, 60.3, 76.1, 88.9, 114.3 BS1387, ISO 4200 - - - - 20 139.7 x 60.3, 76.1 BS1387, ISO 4200 - - - 16 - 168.3 x 48.3, 60.3, 73.0 ISO 4200 - - - 16 20 168.3, 219.1 x 76.1, 88.9, 114.3 ISO 4200 - - - 16 * Figure 730 Threaded Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration with NPT and ISO threaded outlets as specified in the chart. ** Figure 730 Grooved Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration. $ Figure 730 Threaded and Grooved Mechanical Outlets are VdS Approved in the Tee configuration only. Grinnell® products are UL and ULC Listed and FM, LPCB and VdS Approved, as specified in the charts, for the pressure ratings shown for use in Fire Protection Systems (automatic sprinkler, open sprinkler and standpipe) and connections to such systems. The charts were developed from the latest Listings and Approval data available at the time of publication. Listings are subject to changes and additions by the approval bodies. For Dry Pipe systems or Freezer Systems, use Tri -Seal Gaskets and petroleum free silicone lubricant. Follow installation instructions provided in the Installation Handbook IH -1000. TOP1800 Page 5 of 8 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule Inches mm (psi - UL,ULC,FM; Bar LPCB and VdS) UL © FM [yds (IRS) 1- 1/4,1 -1/2, 2 42.4, 48.3, 60.3 FLF, MF, XL, GL,10, 40, CT, DF, TL, 300 300 300 WLS, MT, MLT 2 -1/2, 3, 4 73.0, 88.9, 114.3 FLF, MF, DF 300 300 300 2 -1/2, 3 73.0, 88.9 FF, XL 300 300 300 1- 1/4,1 -1/2, 2, 42.4, 48.3, 60.3, 73.0, 88.9, 114.3, 10 300 300 300 - 2 -1/2, 3, 4, 6, 8 168.3, 219.1 1- 1/4,1 -1/2, 2, 42.4, 48.3, 60.3, 73.0, 88.9, 114.3, 40 300 300 300 2 -1/2, 3, 4, 6 168.3 1,1 -1 /4,1 -1 /2, 2 33.7, 42.4, 48.3, 60.3 5 175 175 175 3, 4, 6 88.9,114.3,168.3 EZF 300 300 300 1 1/4 42.4 EZT 300 300 300 1 -1/2, 2 - 48.3, 60.3 EZT, FF 300 300 300 ' 1 -1/2, 2, 2 -1/2, 3, 4 48.3, 60.3, 73.0, 88.9, 114.3 STF 300 300 300 <� 4 114.3 STF 250 250 250 ^ 8 219.1 0.188 in. wall 300 300 300 10, 40, XL, TL, DF, BLT DL, DT, MT, 1 33.7 WLS, WST, GL, MLT, EZT, ET, EL, 5, 300 300 300 Figure 577 BS1387M, ISO 4200 5 141.3 10 300 300 300 5 141.3 40 300 300 300 76.1 mm,165mm BS1387M, ISO 4200 300 300 139.7mm ISO 4200 300 300 1,1- 1/4,1 -1/2, 2, 3, 4 33.7, 42.4, 48.3, 60.3, 88.9, 114.3 BS1387M, ISO 4200 20 bar 76.1,165.1 BS1387M, ISO 4200 20 bar 6, 8 168.3, 219.1 ISO 4200 20 bar 1,1- 1/4,1 -1/2, 2, 3, 33.7, 42.4, 48.3, 60.3, 88.9, 1143, ISO 4200 16 bar 4, 6, 8 168.3, 219.1 76.1,139.7 ISO 4200 16 bar Pipe Schedule Key MF - Mega Flow Listed /Approved steel sprinkler pipe manufactured by Wheatland Tube Company. STF - Steady Flow Listed /Approved steel sprinkler pipe manu- MLT - Mega Light Listed /Approved steel sprinkler pipe manu- factured by AMS Tube Corp. factured by Wheatland Tube Company. BLT - Black Light Wall Threadable Listed /Approved steel sprin- MT - Mega Thread Listed /Approved steel sprinkler pipe manu- kler pipe manufactured by Allied Tube and Conduit. factured by Wheatland Tube Company. DF - Dyna -Flow Listed /Approved steel sprinkler pipe manufac- SL - Listed /Approved steel sprinkler pipe manufactured by tured by Allied Tube and Conduit. Wheatland Tube Company. DT - Dyna- Thread Listed /Approved steel sprinkler pipe manu- WLS - WLS Listed /Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Wheatland Tube Company. SF - Super -Flow Listed /Approved steel sprinkler pipe manu- WST - WST Listed /Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Wheatland Tube Company. XL - Extra Light Weight Listed /Approved steel sprinkler pipe GL - GL Listed /Approved steel sprinkler pipe manufactured by manufactured by Allied Tube and Conduit. Wheatland Tube Company. UE - Ultra -Eddy Listed /Approved steel sprinkler pipe manufac- EZT - EZ Thread Listed /Approved steel sprinkler pipe manu- tured by Bull Moose Tube Company. factured by Youngstown Tube Company. TL - TL Listed /Approved steel sprinkler pipe manufactured by FF - Fire -Flo Listed /Approved steel sprinkler pipe manufac- Central Grooved Piping Products. tured by Youngstown Tube Company. LS - Listed /Approved steel sprinkler pipe manufactured by 5 - Schedule 5 steel sprinkler pipe Century Tube Corporation. 10 - Schedule 10 steel sprinkler pipe ID - IDOD Listed /Approved steel sprinkler pipe manufactured 20 - Schedule 20 steel sprinkler pipe by IDOD Systems. 30 - Schedule 30 steel sprinkler pipe GAL -FLO - Listed /Approved steel sprinkler pipe manufactured 40 - Schedule 40 steel sprinkler pipe by IDOD Systems. BS1387m - British Standard Medium Listed /Approved steel GAL -7 - Listed /Approved steel sprinkler pipe manufactured by sprinkler tube. • IDOD Systems. ISO4200 - ISO Standard Listed /Approved steel sprinkler tube. EZ - EZ -Flow Listed /Approved steel sprinkler pipe manufac- tured by Northwest Pipe and Casting Company. JIS G3452 Japanese International Standard _ FLF - Fire Line Flow Listed /Approved steel sprinkler pipe man- Note: Cut and roll grooved references are for pipe runs and ufactured by Western International Forest Products. also grooved outlets. Page 6 of 8 TFP18OO Rated Pressure Figure Nominal Size Nominal Size (psi - UL,ULC,FM; Bar LPCB and VdS) Inches mm ® L FM (Vds (LpCB) Figure ADACAP® ,, , 1 x 1 /2, 2 /4,1 42.4 x 21.3, 26.7, 33.7 300 300 300 - - Patented ADACAP®* 2 x 1 /2, 3 /4,1 48.3 x 21.3, 26.7, 33.7 300 300 300 - - • 2 x 1 /2, 3 /4, 1 60.3 x 21.3, 26.7, 33.7 300 300 300 - ¢E 1 33.7 500 500 500 - - c i7. 1 2, 3, 4 42.4, 48.3, 60.3, 88.9,114.3 500 500 500 16 20 6, 8 168.3, 219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 201 2 5 73.0,141.3 500 500 500 - - { 76.1 500 - 500 16 20 Figure 201 ` 165.1 500 - 500 - 20 F 139.7 500 - 500 16 - 45° Elbow �, ' 108.0, 133.0, 159.0, 216.3 300 - 300 - - 1 33.7 500 500 500 1 1 /4, 1 1 /2, 2, 3, 4 42.4, 48.3, 60.3, 88.9, 114.3 500 500 500 16 20 6, 8 168.3, 219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 210 2 5 73.0,141.3 500 500 500 - - Figure 210 j 90° Elbow , ,�.. ,` . I. -5 x 76.1 500 - 500 16 20 165.1 500 - 500 - 20 139.7 500 - 500 16 - ,, 108.0, 133.0, 159.0, 216.3 300 - 300 - - 1 33.7 500 500 500 1 2, 3, 4 42.4, 48.3, 60.3, 88.9, 114.3 500 500 500 16 20 6, 8 168.3, 219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 219 2 5 73.0, 141.3 500 500 500 SRS „ 76.1 500 - 500 16 20 165.1 500 - 500 - 20 Figure 219 139 500 500 16 _ Tee +! 108.0, 133.0, 159.0, 216.3 300 - 300 - - 1 2, 3, 4 42.4, 48.3, 60 3, 88.9,114.3 500 500 500 16 20 6, 8 168.3, 219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 260 2 5 73.0,141.3 500 500 500 - - ..R , 76.1 500 - 500 16 20 Figure 260 3 ira 165.1 500 - 500 - 20 End Cap 139.7 500 . 500 16 - 1'/2, x 1, 2 x 1 48.3 x 33.7, 60.3 x 33.7 500 500 500 16 - 2 x 1 2 x 1 60.3 x 42.4, 60.3 x 48.3 500 500 500 16 20 2 x 2, 3 x 2 4 x 2 73.0 x 60.3, 88.9 x 73.0, 114.3 x 73.0 500 500 500 16 20 4 x 2, 6 x 2 114.3 x 60.3, 168.3 x 60.3 500 500 500 16 - 3 x 2,4 x 3,6 x 4 88.9 x 60.3, 114.3 x88.9, 168.3 x 114.3 500 500 500 16 20 Figure 5x4,6x5 141.3 x 114.3, 168.3 x 141.3 500 500 500 - - , 250 76.1 x 48.3, 76.1 x 60.3 500 500 500 16 20 Figure 250 , 9 £ ,. 88.9 x 76.1,114.3 x 76.1 500 500 500 16 20 Concentric . k4 139.7 x 88.9, 139.7 x 114.3 500 500 500 16 - Reducer �?' 165.1 x 114.3 500 500 500 - 20 • 168.3 x 76.1, 168.3 x 139.7 500 500 500 16 - 165.1 x 88.9, 165.1 x 139.7 500 - 500 - - ' ADACAPs are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets. TFP18O0 Page 7 of 8 Figure 501 Rated Pressure F Elbow Figure Nominal Size Nominal Size (psi- UL,ULC,FM; Bar LPCB and VdS) y Inches mm U © FM (uds) (LPG) 3 1'/4, 1'/2, 2, 3, 4 42.4, 48.1 60.3, 88.9, 114.3 300 300 300 16 20 6, 8 168.3, 219.1 300 300 300 16 20 Figure 2 5 73.0,141.3 300 300 300 - - 501 76.1 300 300 300 16 20 - 139.7 300 300 300 16 - Figure 510 H 165.1 300 300 300 - 20 90° Elbow ._4,,,,,,,,..., 1 2, 3, 4 42.4, 48.3, 60.3, 88.9, 114.3 300 300 300 16 20 u 6, 8 168.1 219.1 300 300 300 16 20 Figure 2 5 73.0,141.3 300 300 300 - - 510 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 1'/4,1'/2, 2, 3, 4 42.4, 483, 60.3, 88.9, 114.3 300 300 300 16 20 6, 8 168.1 219.1 300 300 300 16 20 Figure 519 Figure 2 5 710, 141.3 300 300 300 - - Tee 519 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 2, 3, 4, 6, 8 60.3, 88.9, 114.3, 168.3, 219.1 300 300 300 16 20 Figure 501S 2 5 73.0,141.3 300 300 300 - - 45 ° Elbow Figure 76.1 300 300 300 16 20 5015 139.7 300 300 300 16 - ' 165.1 300 300 300 20 ,' 2, 3, 4, 6, 8 60.3, 88.9, 114.3, 168.3, 219.1 300 300 300 16 20 2 5 73.0, 141.3 300 300 300 - - Figure 76.1 300 300 300 16 20 510S 139.7 300 300 300 16 Figure 510S . £ 165.1 300 300 300 20 90° Elbow n 2, 3, 4, 6, 8 60.3, 88.9,114.3,1683, 219.1 300 300 300 16 20 ') ; 2'12, 5 710, 141.3 300 300 300 - - Figure 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 eAs Figure 2 3, 4, 5 73.0, 88.9, 114.3, 141.3 300 300 300 - - 510DE 6, 8 168.3, 219.1 300 300 300 Otis Figure 519S 1. . Tee Figure 510DE l; Drain Elbow* i T1P1800 Page 8 of 8 Fabricated Fittings Rated Pressure Rated Pressure Figure Nominal Size (psi) Nominal Size (psi) Inches UL <> Fi Inches UL FM O o 1,1 300 300 1 11/2 300 300 Figure 391 2,212 300 300 Groove x Male Threaded 3,4,5 300 300 Figure 321 2, 21/2 300 300 Adapter Nipples g 8 300 300 Reducing Tee 3,4,5 300 300 10,12 300 300 6, 8 300 300 1,1'/4,112 300 300 10,12 300 300 1,1'/4,1'/2 300 300 Figure 392 2,2'/2 300 300 2, 21/2 300 300 Groove x Groove 3,4,5 300 300 Figure 327 Adapter Nipples 6,8 300 300 Cross 3,4,5 300 300 6, 8 300 300 10,12 300 300 10,12 300 300 1,11/4,1 300 300 1,1' /4,112 300 300 Figure 393 2,2Yz 300 300 Figure 341 2, 21/2 300 300 Groove x Bevel 3,4,5 300 300 Groove 3,4,5 300 300 Adapter Nipples 6,8 300 300 Flange Adapter 150 lbs. 6, 8 300 300 10,12 300 300 10,12 300 300 1' /4,1' 300 300 11/4, 11/2 300 300 2,2'/2 300 300 Figure 350 2, 21 300 300 Figure 312 221/2° Elbow 3,4,5 300 300 Concentric 3, 4, 5 300 300 6,8 300 300 Groove x Groove Reducer 6,8 300 300 10,12 300 300 10,12 300 300 1 /4,1' /2 300 300 - 2,2'/2 300 300 Figure 313 3,4,5 300 300 11Y4° Elbow 6,8 300 300 10,12 300 300 • ,.., General Notes: It is the Designer's responsibility to select products suitable for the intended service and to en- I5® \ ''.i sure that pressure ratings and performance data is not exceeded. Always read and understand the installation ,■,` 9001 ,,., instructions (IH- 1000). Never remove any piping component or correct or modify any piping deficiencies without 4.11/1/0 first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 s 4, SMITH - COOPER INTERNATIONAL C Ductile Iron Threaded Fittings • * ALL FITTINGS 100% AIR TESTED *ANSI B16.3 C US * ISO 9002 MANUFACTURER * ASTM A536 411 ... * LISTED /APPROVED AT 500 PSI * ANSI B 1.20.1 Ductile Iron 90° Elbow Ductile Iron Coupling Figure 35E Size A Wgt Figure 35CP Size A Wgt •- A-i. 1/2 1.13 0.24 1/2 1.38 0.18 * 3/4 1.31 0.40 3/4 1.63 0.26 il l I 1 1.50 0.64 t 1 1.75 0.44 I I 1 -1/4 1.75 0.95 A 1 -1/4 2.00 0.54 + 1 -1/2 1.94 1.24 1 -1/2 2.19 0.71 I 2 2.25 1.74 2 2.62 1.15 2 -1/2 2.70 3.28 2-1/2 3.00 2.29 Ductile Iron Reducing 90° Elbow Ductile Iron Cap Figure 35RE Size A B Wgt Figure 35C Size A Wgt 3/4x1/2 1.22 1.20 0.33 1/2 0.87 0.15 1 x 1/2 1.36 1.26 0.44 _ 3/4 0.97 0.22 1 x 3/4 1.45 1.38 0.53 1 4 1 1.16 0.33 1-1/4x1/2 1.53 1.34 0.64 i 1-1/4 1.28 0.54 1 -1/4 x 3/4 1.63 1.45 0.75 f 1 -1/2 1.33 0.68 1-1/4 x 1 1.67 1.58 0.77 2 1.45 0.96 ~"-' 1 -1/2 x 1/2 1.75 1.52 0.90 2 -1/2 1.70 1.80 ° I. f 1-1/2 x 3/4 1.75 1.52 0.95 ‘I 1 1 -1/2 x 1 1.80 1.65 0.99 Ductile Iron Hex Bushing 1 1 1/2 x 1 -1/4 1.88 1.82 1.14 Figure 35HB Size A Wgt 2 x 1/2 1.97 1.60 1.35 1 x 1 /2 1.06 0.22 2 x 3/4 1.97 1.60 1.39 1 x 3/4 1.06 0.18 2 x 1 2.02 1.73 1.58 gym.= �- 1 -1/4 x 1 1.19 0.31 2 x 1 -1/4 2.10 1.90 1.62 A 1 -1/2 x 1 1.25 0.53 2 x 1 -1/2 2.16 2.02 1.67 1 -1/2 x 1 -1/4 1.25 0.35 2 -1/2 x 1 -1/2 2.51 2.16 2.32 2 x 1 1.38 0.75 2 -1/2 x 2 2.60 2.39 ' 3.01 2 x 1 -1/4 1.38 0.69 2 x 1-1/2 1.38 0.62 Ductile Iron Brass Seat Union Fire 35U Size A Wgt Ductile Iron 45° Elbow 1/2 1.88 0.47 Figure 35F Size A Wgt mums 4 3/4 2.00 0.66 b*It 1/2 0.88 0.22 • • A 1 2.19 1.08 3/4 0.98 0.33 IMO 1 1 -1/4 2.50 1.54 1 1.13 0.48 1 -1/2 2.62 2.03 1 -1/4 1.29 0.73 2 3.12 3.15 1 -1 /2 1.44 0.93 2 1.69 1. 55 Ductile Iron Tee 2 -1/2 1 1.95 2.70 Figure 35T Size A Wgt •---A-1:■ -4-A-1.- 1/2 1.13 ' 0.33 Ductile Iron Beam Clamps 3/4 1.31 0.50 um Figure 35SP t ---1 �- 1 1.50 0.85 "' Size A Wgt A 1-1/4 1.75 1.30 3/8 0.75 0.31 1 1 -1 /2 1.94 1.63 s A 1/2 0.75 0.54 • 2 2.25 2.63 - L 2-1/2 2.70 4.55 . , C I SMITH - COOPER INTERNATIONAL Ductile Iron Threaded Fittings * ALL FITTINGS 100% AIR TESTED *ANSI B16.3 441 C. *ISO 9002 MANUFACTURER * ASTM A536 ` * LISTED /APPROVED AT 500 PSI * ANSI B 1.20.1 APPROVED Ductile Iron Bull Head Tee Ductile Iron Reducing Tee Figure 35RT Size A B C Wgt 3/4 x 3/4 x 1/2 1.20 1.20 1.22 0.46 Figure 35BT ' o ; 1 1 x 1/2 x 1 1.50 1.36 1.50 0.70 ' ' 1 x 3/4 x 3/4 1.38 1.31 1.45 0.68 1 x 3/4 x 1 1.50 1.45 1.50 0.77 Size A B C Wgt 1 x 1 x 1/2 1.26 1.26 1.36 0.66 3/4 x 3/4 x 1 1.45 1.45 1.37 0.68 1 x 1 x 3/4 1.38 1.38 1.45 0.73 1 x 1 x 1 -1/4 1.67 1.67 1.58 0.97 1 -1/4 x 1/2 x 1 -1/4 1.75 1.53 1.75 1.04 1x 1x 1 -1/2 1.80 1.80 1.65 1.14 1 -1/4 x 3/4 x 1 -1/4 1.75 1.62 1.75 1.09 1 -1/4 x 1 x 1 -1/2 1.88 1.80 1.82 1.43 1 -1/4 x 1 x .1/2 1.34 1.26 1.53 0.81 1 -1/4 x 1 -1/4 x 1 -1/2 1.88 1.88 1.82 1.52 1 -1/4 x 1 x 3/4 1.45 1.38 1.63 0.90 1 -1/4 x 1 -1/4 x 2 2.10 2.10 1.90 2.00 1 -1/4 x 1 x 1 1.58 1.50 1.69 1.03 1- 1/2x1 -1/4x2 2.16 2.10 2.02 1.94 1-1/4 x 1 x 1-1/4 1.75 1.69 1.75 1.10 1 -1/2 x 1 -1/2 x 2 2.16 2.16 2.02 2.00 1 -1/4 x 1 -1/4 x 1/2 1.34 1.34 1.53 0.87 2x2x2 -1/2 2.60 2.60 2.39 3.67 1- 1/4x1 - 1/4x3/4 1.45 1.45 1.62 0.96 1 -1/4 x 1 -1/4 x 1 1.58 1.58 1.67 1.10 Ductile Iron Hex Reducing Coupling 1 -1/2 x 1/2 x 1 -1/4 1.81 1.56 1.88 1.37 Figure 35RC Size A Wgt 1 -1/2 x 1/2 x 1 -1/2 1.94 1.66 1.94 1.42 _ 1 x 1/2 1.69 0.40 1-1/2x3/4x1-1/4 1.94 1.66 1.88 1.42 I. 1 t 1 x 3/4 1.69 0.38 1 -1/2 x 3/4 x 1 -1/2 1.94 1.75 1.94 1.47 A 1 -1/4 x 3/4 2.06 0.53 1 -1/2 x 1 x 1/2 1.44 1.25 1.69 0.97 ,; l 2 x 1(not hex) 2.81 0.53 1 -1/2 x 1 x 3/4 1.50 1.44 1.75 1.14 1 -1/2 x 1 x 1 1.65 1.50 1.80 1.14 1 -1/2 x 1 x 1 -1/4 1.82 1.67 1.88 1.47 Ductile Iron Cross & Reducing Cross 1 -1/2 x 1 x 1 -1/2 1.94 1.80 1.94 1.52 Figure 35X Size A B Wgt 1 -1/2 x 1 -1/4 x 1/2 1.41 1.34 1.66 1.03 1 1.50 1.50 0.97 1 -1/2 x 1 -1/4 x 3/4 1.52 1.45 1.75 1.10 A `* m Ifr 1 -1/4 1.75 1.75 1.59 1 -1/2 x 1 -1/4 x 1 1.65 1.58 1.80 1.31 ` 1 -1/2 1.94 1.94 1.89 1 -1/2 x 1 -1/4 x 1 -1/4 1.82 1.75 1.88 1.52 il 2 2.25 2.25 2.93 1 -1/2 x 1-1/4 x 1 -1/2 1.94 1.88 1.94 1.50 } Figure 35RX 1 -1 /2 x 1 -1 /2 x 1 /2 1.41 1.41 1.66 1.14 (i I Size A B Wgt 1 -1/2 x 1 -1/2 x 3/4 1.52 1.52 1.75 1.23 L. - -- 1 -1/4 x 1 1.67 1.58 1.25 1 -1/2 x 1 -1/2 x 1 1.65 1.65 1.80 1.38 1 -1/2 x 1 1.80 1.65 1.48 1 -1/2 x 1 -1/2 x 1 -1/4 1.82 1.82 1.88 1.50 2 x 1 2.02 1.73 2.64 2 x 1 x 2 2.25 2.02 2.25 2.18 2 x 1-1/4 x 2 2.25 2.10 2.25 2.31 Ductile Iron Plugs 2 x 1-1/2 x 1/2 1.49 1.41 1.88 1.50 Fri ure 35SP Size A Wgt 2 x 1 -1/2 x 3/4 1.60 1.52 1.97 1.61 1/2 0.94 0.10 2 x 1 -1/2 x 1 1.73 1.65 2.02 1.65 ■■ t 3/4 1.12 0.18 2 x 1 -1/2 x 1 -1/4 1.90 1.82 2.10 2.03 A 1 1.25 0.28 2 x 1-1/2 x 1-1/2 2.02 1.94 2.16 2.37 - I 1 -1/4 1.37 0.50 2 x 1 -1/2 x 2 2.25 2.16 2.25 2.53 + 1-1/2 1.44 0.70 2 x 2 x 1/2 1.49 1.49 1.88 1.50 2 1.50 0.90 2 x 2 x 3/4 1.60 1.60 1.97 1.67 2 x 2 x 1 1.73 1.73 2.02 1.91 2 x 2 x 1-1/4 1.90 1.90 2.10 2.05 2 x 2 x 1-1/2 2.02 2.02 2.16 2.11 Iv te vz / -,&;,, ,,,,,,c, ; /e ; /I ,..,/,', fii i ‘114;1%,W 0 //,j//e , ,„ -,// `;L'/,„ 4%/.4.44A;',/!;/,'4,./ #i'rfc:#/f//f44 454e, in i r i 9 i Index Installation Instructions 1 NFPA 13 Code Language and Seismic. Qualification 3 Friction Loss Data and Specifications 5 Product Specification Sheets 7 FM Global: Testing & Approvals 9 . Underwriters' Laboratories: Testing & Listings 11 Loss Prevention Certification Board: Testing & Certifications 13 CA Office of Statewide Health Planning and Development 15 Other Approvals /Information 17 MEA Approval: NYC Department of Buildings 19 Limited Warranty 20 , v4zre• ,%,--,/,,,„, ,,,,,,- -,..„ ,,,re" 4 ....,,,,,„ ..., ..„,„,,,,, ,,,4„,„., ,,,...„, , ,, ,,,,„ ., #., ..), 4..,.; : ,.. ,,r , ,r,/, ,,,./ ,..;-) , / ,-vs / , ,I.,:40. ihv,/,'".fe, '0 0,5—Ni.::-,, ,,,,e1/4,97,/k/i...,1/15.tilke,,,..L.; ,1/40,24::,,,,r6-1,1,1, iliviiivellefrWe htijki/ifiAkuajtiortempity,7,71:ww.c.,,,e4,„5,,,,,,, ,,,,,,,,,,,,,,..„:,,,f,,,,,,i -,,,,,i,,,,,,„,,,,,,, 4..= L.,,,, ..e,/, fr,'",4 W Iv ZM' ifi 441 n'& ot-FlOt 'VOW, / # '1 , ,, ,/ id; ) , /' , "/ , -, f . 1 0 54,',44 1.41r**,, 04,iitai 10%.2007till'A%'<'ItitiettAl et Aprzits/ vein • ii etraleuffitici. A 1 1...4.1.1%Aws Waffilt ' '.'''' 'AP . '1610'' % 1 g ',"'' % ", :% - 1 *, :-.4. . &. ........A.-A 6 4-V44,4,4.09.40m* ;0"/ 40****"...X.4mor.,0 41 0% ,,, mer. , ,, ,, ft...,,00,,, , / , /,4 0m ,./ ' - .1 If f 4 Installation Instructions G" 3 A„€ - / s'. Rgi,CII1"@''Yd F. ea Standard pipe wrench r. Safety glasses a f , Adjustable wrench n F fi. Screwdriver 4 .. ((fir g }[ / � $ ; „ S£H 3 , 2riat5 Re Iii { -' j 3 �f � - -' - µ .. .r........� ... ,.,�r,.; . .. ... ....::: :.:w:w:w.: ., .,..;.x.,, . n..o.,. .w,. ,san,:: a �:. <,; —4-'-' € Spri nkler pipe thread sealant "� / Teflon' tape �.a =::.:: . — _ 1• Mounting Bracket Assembly 2. Attaching Mounting Bracket A. (Photo 2) Attach mounting bracket to T -bar A. For this step you will need a 3/8" bolt, 1/4" bolt, suspended ceiling grid. From above the ceiling, universal hub and mounting bracket. position FlexHead Mounting Bracket Legs on to B. Select one of the four sprinkler port locations on T -bar grid so that the selected hole in support mounting bracket. bracket aligns directly above sprinkler head C. Thread the 3/8" bolt through side of universal hub. location in ceiling tile. D. (Photo la) Insert tab of universal hub into slot on B. Position the two clips at the ends of the support mounting bracket as shown. bracket legs on the T -bar grid and push each of E. (Photo 1b) Flip bracket over and insert and tighten the two clips down to snap in place as shown. 1/4" attachment bolt thru pre - punched hole in Be sure the center section of the clip is on the bracket until tight as shown. outside of grid and base section is on the inside. NOTE: For additional support, screw self - tapping screw through hole in center tab of bracket Nr into grid. ^`tiF r Y . Y - 2A. optional Attachment for atmar i Mounting Bracket to Metal . ir- Studs/Gypsum Board Ceiling r Fa /! A. Flip mounting bracket over and install universal x '� /� hub on desired sprinkler port location. ' &' , :- / B. (Photo 2A) From above the ceiling, position mounting bracket over metal studs as shown. Align hole in bracket directly over sprinkler hole prepared in ceiling. Attach mounting bracket to ;a' v metal studs by screwing two 1/4" self - tapping screws through bracket into grid. IP":1;::t:;;;::;; Magagniliii,„„,„„,,„„„„,„„„„,„„,„,,,,,,„„ :,g5tyavammiffinks:iiia:3,:=1.4w*gogn:A7,0"6:NA:,11:::::ti 0 ,4 y a r a z s atm r � C. Repeat process on opposite end of bracket. Both ends of bracket should be attached with 4 : F two self- tapping screws. k M�� ri 3. Connect FlexHead Sprinkler 5 s, Drop to Sprinkler Branch Line �£ x A. Apply Teflon tape and pipe sealant to one inch (1 ") threaded end of FlexHead sprinkler drop per NFPA guidelines. B. Attach one inch (1 ") threaded end of FlexHead�� Sprinkler Drop to branch line per NFPA, state and v yeti'` local code guidelines. � ��, . C. (Photo 3) Do not kler use x 5 r of FlexHead sprin drop for a wrenching Attach FlexHead sprinkler drop using rigid pipe end %j f r of units as wrenching surface as shown. � JWX r� ! w 4. Secure FlexHead Sprinkler Drop to Mounting Bracket �c and Attach Sprinkler Head. 5. Completing Installation A. (Photo 4a) Bend the FlexHead to hold its desired A. Test installation of sprinkler system for any position. The FlexHead sprinkler drop has a 7" leaks per NFPA guidelines. minimum bend radius per FM guidelines and 3" minimum bend radius per UL guidelines. Insert B. Install sprinkler escutcheon from below ceiling outlet fitting end of FlexHead sprinkler drop per manufacturer's guidelines. through center hole in previously installed mounting bracket and hole in ceiling tile. Make sure the hose These connections are designed for use in ceilings is bent sufficiently so that the reducing coupling with grids that meet ASTM C 635 (Standard sits perfectly vertical in center hole of support Specification for the Manufacture, Performance, bracket. Do not torque or twist FlexHead during and Testing of Metal Suspension Systems for installation process. Acoustical Tile and Lay -in Panel Ceilings) and B. (Photo 48) Attach sprinkler head, properly prepared ASTM C 636 (Standard Practice forinstallation of with Teflon tape and sealant to FlexHead sprinkler Metal Ceiling Suspension Systems for Acoustical drop according to NFPA and sprinkler head Tile and Lay -in Panels) referenced by the IBC. The manufacturers guidelines. three structural classifications are the following: Light -Duty Systems, Intermediate -Duty Systems C. (Photo 4C) Adjust FlexHead sprinkler drop height to and Heavy -Duty Systems. These connections accommodate type of sprinkler head. When sprinkler have been approved for use in all Intermediate- head is in desired location, tighten the fastening Duty and Heavy -Duty structural classifications. bolt on center hub of support bracket by turning clockwise with wrench until tight as shown. ;2 1"dr 47-7/ AsJ AT 5,14 ea ,,,,,4commerearo. 4 s,a4pt.„..„,,,„,,42,,, AA 44 4 Vx , /oVr9vie NFPA 13 Code Language and Seismic Qualification NFPA 13 Standard for Installation of Sprinkler Systems 2007 Edition 9.2.1.3.3* Flexible Sprinkler Hose Fittings. A. 9.2.1.3.3 Examples of areas of use include dean rooms, suspended ceilings, and exhaust ducts. 9.2.1.3.3.1 Listed flexible sprinkler hose fittings and its anchoring components, intended for use in installations connecting the sprinkler piping to sprinklers, shall be installed in accordance with the requirements of the listing including any installation instructions. 9.2.1.3.3.2 When installed and supported by suspended ceilings, the ceiling shall meet ASTM C- 635and shall be installed in accordance with ASTM C -636. 9.2.1.3.3.3* When flexible sprinkler hose fittings exceed 6 ft in length and are supported by a suspended ceiling a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft. A. 9.2.1.3.3.3 The committee evaluation of flexible sprinkler hose fittings supported by suspended ceilings was based upon a comparison of the weight of a 6 ft, 1 in diameter sch 40 water -filled flexible hose fitting weighing approximately 9 lbs. The information provided to the committee showed that the maximum load shed to the suspended ceiling by the flexible hose fitting was approximately 6 lbs and that a suspended ceiling meeting ASTM C -635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension of Acoustical Tile and Lay -In Panel Ceilings, and installed in accordance with ASTM C -636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -In Panels, can substantially support the load. In addition, the supporting material showed that the flexible hose connection can be attached to the suspended ceilings because it allows the necessary deflections under seismic conditions. .,_ : FLexHead® Flexible Sprinkler Connections Satisfy New Seismic Code Requirements Background of New Code Requirements: Typically; each unit c onsists of Pi ni More than 90 of the a threaded pipe ;npple •for - •' states in the U.S. a connctf€ng to the main or branch +11r�11111a11rcr1Y O nll' sh4 444 ,I, feede e r [lire a flextble Bose in x11+1111111 +� adopting the ,1111/111+ standard lengths a reducing fitting 11', Sprinkler International Building ,n11111+ that the spr in k ler head attaches to 11 1 1 1 1 1 1 1 1 1 1 1a brancfiHne Code (IBC) that address, a a mounting bracket, '1111 i1 11111o11 . ftex�[ cemnecting hose in standar among other things, the 1 1 1 1 1 1 1 1 1 1 1 1,1 lengths attowsthetlead 1111111 installation of fire 1111111 a nydfrectlondudngaseismi c event 1111111 1111111 w(thout ausing damage to the sprinkler systems in •'•1.1_'11 spdnktersyst+em seismic zones. The code Mountin bracket ! is intended to neutralize edudngfittlng • the probability of fire sprinkler systems being ;I I '® damaged and made inoperable by seismic Su spend e d r�(411�$� activity, including ceiling t- bargdd, \ /J ceilingtfle.. movement than can s sprtnkterneaa - _ sprinkler heads and /or disrupt the integrity of FlexHead Industries recently satisfactorily completed full -scale seismic qualification arm -over connections testing at the Structural Engineering Earthquake Simulation Laboratory located at from the branch lines. SUNY, University at Buffalo. Tests were conducted using the International Code Council The IBC Code and (ICC) acceptance criteria "ICC -ES AC -156 Seismic Qualification Testing of Nonstructural Sprinkler Design in Components': This is the first time a sprinkler component has been seismically certi- fied using test criteria accepted by the ICC. Suspended Ceilings: The latest version of the IBC the head to move with the ceiling in any direction defers to ASCE 7 for the sprinkler /ceiling design in during a seismic event without causing damage to Seismic Design Categories 9SDC) C and D, E & F. In the sprinkler system. FlexHead Industries recently Seismic Design Category C, suspended ceilings are to be satisfactorily completed full -scale seismic designed and installed in accordance with Ceilings & qualification testing at the Structural engineering Interior Systems Construction Association (CISCA) Earthquake Simulation Laboratory Located at the recommendations for Zones 0 -2; and sprinkler heads University of Buffalo using the International Code and other penetrations shall have a minimum of 1/4- Council (ICC) testing standard "ICC AC -156 inch clearance on all sides. In Seismic Design Seismic Qualification Testing of Nonstructural Categories D, E & F, suspended ceilings are to be Components ". This is the first time a sprinkler designed and installed in accordance with CISCA component has been seismically certified using recommendations for seismic Zones 3 and 4 with some test criteria accepted by the IBC. FlexHeads were additional requirements. Except where rigid braces are installed in suspended ceilings meeting the code used to limit lateral deflections, sprinkler heads and requirements for Seismic Design Category C and other penetrations shall have a 2 -inch oversized ring, Seismic Design Categories D, E & F and were sleeve, or adaptor through the ceiling to allow for free subjected to the highest accelerations determined movement of at least 1 inch of ceiling movement in all for each Seismic Design Category. No damage to horizontal directions. the fire sprinkler system or suspended ceiling Flexible Sprinkler Connections Exceed IBC Code system was observed, and the sprinkler heads Requirements: Flexible sprinkler connection provide remained in their intended location during all of characteristics that exceed the most stringent seismic the test performed. code requirements. The flexibility of the hose allows :` 45 ti* '' trattettittlftttetta Affikiiii Wtr" livili °"'; Piiiii0pittrireir&Miliii.iir Or ( 9 Friction Loss Data and Specifications o FlexHead Internal Outlet Hose Assembly Equivalent Length of 1" Maximum Rated Model # Diameter Size Length ft(m) schedule 40 pipe Pressure True -Bore FM Approval /UL Listing 2024 1 in 1/2 in 2 ft (0.6 m) 3.5 ft (1.1 m)/17 ft (5.1 m)* 175 psi (1205 kPa) 2036 1 in 1/2 in. 3 ft (0.9 m) 4.8 ft (1.5 m)/22 ft (6.6 m)* 175 psi (1205 kPa) o i 2048 1 in 1/2 in. 4 ft (1.2 m) 6.8 ft (2.1 m)/24 ft (7.3 m)* 175 psi (1205 kPa) =3,/, 2060 1 in 1/2 in. 5 ft (1.5 m) 8.5 ft (2.6 m)/25 ft (7.5 m) 175 psi (1205 kPa) 2072 1 in 1/2 in 6 ft (1.8 m) 8.9 ft (2.7 m)/28 ft (8.4 m)* 175 psi (1205 kPa) 2024 t in 3/4 in. 2ft (0.6m) 7.8 ft (2.4 m)/9 ft (2.7 m)* 175 psi (1205 kPa) ,>3 f 2036 1 in 3/4 in 3 ft (0.9 m) 8.1 ft (2.5 m) /16 ft (4.8 m)* 175 psi (1205 kPa) 2048 1 in ................ /4 in .................... m) 17.9 ft (5.4 m) /21 ft (6.4 m)* 175 psi (1205 kPa) 2060 1 in 3/4 in. 5 ft (1 5 m) 19.9 ft (6.1 m)/22 ft (6.6 m)* 175 psi (1205 kPa) y 71 2072 1 in 3/4 in. 6 ft (1.8 m) 24.3 ft (7.4 m)/25 ft (7.5 m) 175 psi (1205 kPa) FlexHead products are intended for use in hydraulically designed wet, pre- action, deluge or dry pipe sprinkler connections per NFPA 13, 13R, and 13D guidelines. The hydraulic loss of the FtexHead connector needs to be included in the hydraulic design calculations the same as a valve or fitting. Each FlexHead sprinkler drop has a 3" minimum bend radius per UL guidelines, and a 7" minimum bend radius per FM guidelines. * Equivalent lengths are shown with 3 bends. Different values were obtained by FM and UL due to the differences in minimum bend radius, testing protocol and calculation methods. Please see individual testing standards for more information relative to friction loss (Equivalent Length of Pipe). System Specifications Usage of Flexible Piping Systems Sprinkler system final connections in commercial Contractor shall provide flexible piping connections ceilings shall be FlexHead model number as to sprinkler heads for both suspended and sheet - manufactured by FlexHead Industries Inc., rock ceilings. All flexible piping systems shall be Holliston, MA USA (800) 829 -6975 or (508) 893 -9596, UL Listed and FM Approved or LPCB certified and fax (508) 893 -6020 as approved by Factory Mutual suitable for their intended use. Research Corporation and Underwriters Laboratories. All flexible piping connections to include a fully Each FlexHead system includes ceiling mounting bracket welded (non- mechanical fittings), braided, leak - with hardware and welded, leak - tested 1" braided tested sprinkler drop with a minimum internal FtexHead Flexible sprinkler drop. The Fire Protection corrugated hose diameter of 1 inch true -bore; Contractor shall be responsible for the installation and a one -piece ceiling bracket with removable of sprinkler head and the final connection, fill and attachment hub and self - securing integrated test of the FlexHead ceiling system to sprinkler snap -on clip -ends, for attachment to ceiling grid sub -main in accordance to NFPA, FM, UL, and state without the need for a screw fastener. and local guidelines. Acceptable Manufacturer(s): FlexHead Ceiling Sprinkler System 1. FtexHead series 2000 as manufactured by Model Numbers FtexHead Industries of Holliston, MA USA (800) Model # 2024 2 ft. FlexHead sprinkler drop 829 -6975 or (508) 893 -9596, fax (508) 893 -6020 Model # 2036 3 ft. FlexHead sprinkler drop in lengths of 2 ft to 6 ft. Model # 2048 4 ft. FlexHead sprinkler drop Model # 2060 5 ft. FlexHead sprinkler drop Model # 2072 6 ft. FtexHead sprinkler drop NOTE: FlexHead products are compatible with FM /UL and LPCB listed sprinkler heads. ., .. FlexHead Suspended Ceiling Detait. ,,,trlf 1'I��Wfr�YlrYrI •• , , fl h ► r+l�l1014 l l l l l 4411 uNlalu 1,0 ,►' rt ll►111 ►�� n'111011N`' ,1111010' Sprinkler rl►III it MOH branch line 01010 HOMO& FlexHead , 11111 �� 1101► sprinkler drop ► 11111 1 ► Illll► Ceiling grid mounting bracket Adjustable hub ,I H � —( Suspended t -bar grid C I I, Ceding file Sprinkler head (not included) Each FM approved, UL listed, LPCB certified unit is ready to install, pressure- and leak - tested, and comes complete with a flexible stainless steel hose and mounting bracket with adjustable hub. FlexHead Sheetrock Ceiling Detait. 0 ; 1 1 ► i I 0 I I ► i I i ► ► 1 1 1 1 1 1 i I ►1 111' 1 i t I ► , , u► a u. ►.11 ►�Ilhh1,1 01 `11111111 +Ir11 Sprinkler ► ' 1 ��1;1 1 1 1 1 1 1 1 1, � branch line HOMO) FlexHead 111110% 01111■ sprinkler drop 1 0 1 1 ► ► 1 1 ► ► 1 1►1 1 1 1 Self - tapping Metal stud screw typ. 2 Adjustable hub mounting bracket ii-1 , mi 1 1 Metal stud (,) Sheetrock ceiling Sprinkler head (not included) „:„..44,,,m,,,,40,,„.,i7,,,4(5.1,,,,,,,,,,,,,,A,NityizT40:,,,/i6t4/„01,7,,liti:4:0,41141,004",(40,4,,,,,, ,,,F ,4f41,. 4-i yi ,‘.. 1 ,100r, ,',`;;;,*'. 114A F .,: tie ,../ , wommo w tire- prin'' tit: !fyi! 4,4 ti,i,,,, ',4(' 7s, , ”, , , ' ,' f Y :',, ' lit// 5 i '-/S ' ,', , ' . ' ' *. , ' , Ala, i : 'II ', lieW , on ' ee- g ,,,,. Hose Specification Sheet Regular Model Elbow Model 1 inch NPT threads T T to ANSI 61.20.1 I Typ. 304 SS Sch. -- B . . 40 Pipe ■ Weld per ANSI /AWS B2.1 -00 Typ. 304 SS V;• 4 B raid Sleeve a �, e • 44+1 Isliele 1,44,"" elesIsI , I Nov," ; i! ■#• #•4 Typ. 304 SS IAN, �' Corrugated Hose °'� 1 inch true -bore internal diameter • A provides lower /� /1 Ci - friction loss i% /� .$44.� Typ. 304 SS e „vs.,. ♦ � ♦ s tit * . Brai to prevent I ,�4 .. elongation and improve 11,i tet4 4 pressure retention . . 4 /%1 44+1 /444 t■t444 4441 VIOWNO IVIsIsI VVSN "AA" Ak#41 0%441 Weld per i ANSI /AWS � B2.1 -00 i Typ. 304 SS % % % C Typ. 304 SS outlet IN — spud 1/2 & 3/4 inch ' NI female NPT threads / / ill to ANSI B1.20.1 tmodet # A .18 :fin.) C {On.) "' D On:- ` C 2024 24 3 4.5 6.75 2036 36 3 4.5 6.75 2048 48 3 4.5 6.75 2060 60 3 4.5 6.75 2072 72 3 4.5 6.75 Bracket Specification Sheet Multiport Design (For use with T -bar grid and metal stud applications) 24" M JJ O O O O 0 0 6" o o 0 6 3 „.3 5 .. (4) 2.50” Adjustable Design (For use with T -bar grid, metal stud, and Chicago grid applications): standard sizes are 16" and 24" long 16 "/24" 0.290" i ' r 3.298 "( 1.500 -} 6" 2.33 " /5 "---► - 2.33 " /5 "-- - 2.33 " /5 " =• 7.74 "/15.75" 2.50" G 2.375" 1.135" 8 Ff.,,0;>/fe"tre, b' / G .1,011011/11, G / 7 , / 1r 9 Testing and Approvals FM Global Testing — Approval Standard FM1637 FlexHead® series 2000 stainless steel sprinkler connections Hydrostatic Strength Test Pressure Cycling Test A sample FlexHead was subjected to a hydrostatic A sample FlexHead was filled with water and bent pressure of four (4) times the rated working at a 90° angle and subjected to 20,000 cycles of pressure of 175 psi (1205 kpa) to 700 psi (4825 pressure varying from 0 psi (0 kpa) to 175 psi kpa) for a period of five minutes. The assembly (1205 kpa) at a rate of approximately 6 cycles per showed no signs of rupture, cracking, permanent minute. After the successful completion of the distortion, or deterioration of performance pressure cycling tests the sample was subjected to characteristics. The FlexHead successfully passed the hydrostatic pressure test at 700 psi and this test. showed no signs of deterioration. The FlexHead successfully passed this test. Vibration Test A sample FlexHead was secured to a vibration Fatigue Test table. The FlexHead hose was bent in a 90° angle A sample FlexHead was subjected to 50,000 cycles and pressurized to 90 psi (620 kpa) and the of repeated flexing at a rate of 5 to 30 cycles per mounting bracket and hose were then subjected to minute per section 8.3 of ISO standard 10380. a total of 25 hours of severe vibration conditions. After the successful completion of the fatigue test After the successful completion of the vibration the sample was subjected to the hydrostatic tests the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed deterioration. The FlexHead successfully passed this test. this test. Head Deployment Friction Loss (Equivalent length of pipe) A sample FlexHead installed in a suspended ceiling To determine the effect of the FlexHead to the was fitted with a sprinkler head and pressurized to discharge coefficient of the sprinkler, the average 26 -175 psi. The sprinkler head was then activated friction loss through the FlexHead shall be by a heat source at various pressures, and the equated to the theoretical length of nominal 1" sprinkler head deployed. The assembly showed no diameter schedule 40 sprinkler pipe which would signs of distortion or deterioration of performance produce the same amount of friction loss. Please on the assembly or sprinkler head. The FlexHead see friction loss table. successfully passed this test. Vacuum Test A sample FlexHead was subjected to a vacuum of 25 inHG for a period of five minutes. After the successful completion of the Vacuum Test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. 9 „., Al* APPROVED FLEXIBLE SPRINKLER HOSE WITH FITTINGS FOR COMMERCIAL SUSPENDED CEILINGS Flexible sprinkler hose with threaded end fittings are for use in commercial suspended ceilings. The flexible hoses are to be installed according to the manufacturer's directives. Unless indicated, the hoses have a rated working pressure of 175 (1205 kPa). Flexhead Industries, Inc. 56 Lowland St, Holliston MA 01746 ____. _...__...........:._. The " designation indicates a pressure rating Model NPT in. Hose Assembly length ft (m) 9 P g of 300 psi (2070 kPa). Approval on the 2000H 2024H 1/2 2 (0.6) series flexible metal sprinkler hose is limited 2036H 1/2 3 (0.9) i for use in commercial suspended ceilings, with ' a ceiling bracket system manufactured by 2048H 2 ...................,............... ..............................4 (1.2) : !........_ ........................ ............................... FlexHead Industries Inc. The brackets are 2060H 1/2 5 (1.5) I identified below. 2072H 1/2 6 (1.8) = Model i NPT in. Hose Assembly length ft m This is a standard flexible hose with a pressure _.» ...... w._._ ..:_._..._... __..................... w...__._.___._.... ,..,_.m,...,......._.._...___m, rating of 175 psi (1205 kPa). Approval on 2024/2024 75 1/2 / 3/4 2 (0.6) these models of flexible metal sprinkler hose is 2036/2036 75' 1/2 / 3/4 3 (0.9) Limited for use in commercial suspended 2048/2048 75 1/2 / 3/4 4 (1.2) ceilings, with a ceiling bracket system __.___.._._ _— _._____ _ _.__......__._ __.._______ manufactured by FlexHead Industries Inc. The 2060/2060 75 1/2 /3/4 1 5 (1.5) brackets are identified below. 2072/2072 75 1/2 / 3/4 1 6 (1.8) Model N PT in Hose Assembly length ft (m) This is a standard flexible hose with a pressure ,, .»._.. mw ..,__.,...............,. »..._ ». .__..,_ ..................».... ......,.........:.:..,,._...... ».::::.._,. rating of 175 psi (1205 kPa). Approval on 2024E 1 1/2 1 2 (0.6) these models of flexible metal sprinkler hose • 2036E I 1/2 1 3 (0.9) incorporates a stainless steel elbow welded on 2048E 1/2 4 (1.2) the outlet end of hose and are limited for use in commercial suspended ceilings, with a 2060E 1 1/2 1 5 (1.5) i ceiling bracket system manufactured by 2072E 1 1/2 1 6 (1.8) 1 FlexHead Industries Inc. The brackets are __. :.........:.. .::..:....:.:.:... _ ». »» _ ._., ........H.._. k.... »..____...: identified below. The seven FlexHead Industries, Inc. Brackets are identified as follows: Part Number SP -24 -BKT (1) SP = Single Port (1) = 1 Piece 24 = Length in inches of bracket SP -24 -BKT (2) (2) = 2 Piece MP -24 -BKT MP = Multiport ' MP -24 -BKT -2 SP -06 -TZ -BKT TZ = Tech Zone 06 = Length in inches of bracket AD -16 -BKT -2 AD = Adjustable 16 = Length in inches of bracket AD -24 -BKT -2 24 = Length in inches of bracket BKT = Bracket 1141 • / 9 a • r Testing and Listings Underwriters Laboratory Testing — Listing Standard UL1474 FlexHeadr series 2000 stainless steel sprinkler connections Hydrostatic Pressure Test High Temperature Exposure Test A sample FlexHead was subjected to a hydrostatic A sample FlexHead was subjected to hydrostatic pressure of five (5) times the rated working pressure of 500 psi (3.45 MPa) and then subjected pressure of 175 psi (1205 kpa) to 875 psi (6030 to a temperature of 375° F (191° C) for a period of kpa) for a period of one minute. The assembly 90 days. After the successful completion of the high showed no signs of rupture, cracking, permanent temperature test the sample was subjected to the distortion, or deterioration of performance hydrostatic test of 500 psi (3.45 MPa) for a period characteristics. The FlexHead successfully passed of one minute and showed no signs of deterioration this test. or leakage. The FlexHead connector successfully passed this test. Vibration Test A sample FlexHead was subjected to hydrostatic Salt Spray Corrosion Test pressure of 500 psi (3.45 MPa). The FlexHead hose A sample FlexHead was subjected to salt spray (fog) was bent in a 90° angle and pressurized to 175 psi connector test, per ASTM B117-94, for a period of (1.21 MPa) and the mounting bracket and hose 10 days and showed no signs of deterioration or where then subjected to a total of 60 hours of incipient corrosion. The FlexHead successfully passed vertical vibration and 60 hours of horizontal this test. • vibration with the amplitude of 0.04 inch (1.02 mm) at a continuously varying frequency between Water Hammer Test 18 and 37 hertz. After the successful completion of A sample FlexHead was subjected to 3,000 the vibration tests the sample was subjected to the applications of pressure pressure surges from 50 -500 hydrostatic pressure test at 500 psi and showed no prig at a rate of 60 cycles per minute and showed signs of deterioration or leakage. The FlexHead no signs of deterioration or leakage. After the successfully passed this test. successful completion of the water hammer test the FlexHead was subjected to the hydrostatic test of Friction Loss (Equivalent length of pipe) 500 psi (3.45 MPa) for a period of one minute and To determine the effect of the FlexHead to the showed no signs of deterioration or Leakage. The discharge coefficient of the sprinkler, the average FlexHead successfully passed this test. friction loss through the FlexHead connector shall be equated to the theoretical length of nominal Freezing Test 1 inch diameter schedule 40 sprinkler pipe which A sample FlexHead was filled with water and would produce the same amount of friction loss. exposed to an atmosphere of 10 F ( -29 C) for a Please see friction loss table. period of 24 hours and showed no signs of deterioration or leakage. After the successful Mechanical Strength Test completion of the freezing test the FlexHead was A sample FlexHead was secured and subjected subjected to the hydrostatic test of 500 psi (3.45 to a torsion force with a torque of 60 pound -feet MPa) for a period of one minute and showed no (81 Nm) applied to the outlet. After the successful signs of deterioration or leakage. The FlexHead completion of the mechanical strength test the successfully passed this test. sample was subjected to the hydrostatic pressure test at 175 psi (1205 kpa) and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. 11 '; u C o L us • LISTED • VENF.EX5269 Flexible Sprinkler Hose Fittings Certified for USA and Canada FLEXHEAD INDUSTRIES EX5269 LOWLAND IND PARK 56 LOWLAND ST HOLLISTON, MA 01746 USA Models 2024H, 2036H, 2048H, 2060H, 2072H, flexible sprinkler hose fittings having a 300 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. Models 2024S, 2036S, 2048S, 2060S, 2072S flexible sprinkler hose fittings having a 175 psi rated pressure. Fore use with ordinary, intermediate and high temperature rated automatic sprinklers. Models 2024 24 OAL, 2036 36 OAL, 2048 48 OAL, 2060 60 OAL, 2072 72 OAL, flexible sprinkler hose fittings having a 175 psi rated pressure. Fore use with ordinary intermediate and high temperature rated automatic sprinklers. Models 2024I, 2036I, 2048I, 2060I, 2072I flexible sprinkler hose fittings having a 175 psi rated pressure. Fore use with ordinary, intermediate and high temperature rated automatic sprinklers. Maximum number of bends, maximum bend angles and associated pressure loses are shown in the manufacturer's installation instructions. .2 y / s s h Testing and Certifications Loss Prevention Certification Board — Loss Prevention Standard LPS 1261 FlexHead° series 2000 stainless steel sprinkler connections Hydrostatic Pressure SO2 Conditioning Test Flexible hose will be subjected to 4 times the Flexible hose will be subjected to 4 times the maximum working pressure for a period of one maximum working pressure after completion of the hour. FlexHead successfully passed this test. SO2 conditioning. FlexHead successfully passed this test. Elevated Temperature Test Flexible hose will be subjected to elevated Dry Pipe Fire Test temperature of 122F (50C) for 90 days, then A flexible assembly shall be pressured with air to 3 subjected to 4 times the maximum working bar for 3 minutes. The flexible hose assembly shall pressure. FlexHead successfully passed this test. then be subjected to a fire test. The air pressure shall be kept constant by venting. The flexible Sulphuric Acid Test hose must maintain integrity of the pipework Flexible hose will be subjected to 4 times the throughout the test. FlexHead successfully passed maximum working pressure after conditioning in this test. sulphuric acid. FlexHead successfully passed this test. Sprinkler head Activation Test Flexible hose and bracketing system will be Crushing Load Test installed to installation instructions into a 600mm The flexible connection with the cover removed x 600mm ceiling tile. Sprinkler head will be shall be subjected to a crushing Load of 100kg activated at 12 bar (175 PSI) and maintain applied evenly over a length of 50mm for 30s. The running pressure at 11 bar (160 PSI) for 2 connection shall not collapse or show signs of minutes. The sprinkler head must remain in permanent deformation in excess of 5% of any position. FlexHead successfully passed this test. appropriate dimension measured before the test. FlexHead successfully passed this test. Pressure Loss Test To determine the effect of the flexible hose to the Salt Spray Test discharge coefficient of the sprinkler, the average Flexible hose will be subjected to salt spray friction loss through the flexible hose shall be conditioning in accordance to BSEN 60068 -2- equated to the theoretical length of nominal 1" 53:1996 Test K6 Salt Mist Cyclic (Severity 1). Then diameter schedule 40 sprinkler pipe which would it will be subjected to hydrostatic test 4 times produce same amount of friction loss. Please see maximum working pressure. FlexHead successfully friction loss table. passed this test. 13 „ • :-' • , PRE-APPROVAL OF ANCHORAGE FOR FIXED HOSPITAL EQUIPMENT . , Alipliatipn No OPA4)672 • • FM. APPROVAL. AND UL FIRE SPRINKLER CONNECTIONS - • .„ has bee,n eXaf mined lbr Canfornianee 'to the current 'requirements adopted by Mate of Statewide Health Planning and Development, Facilities . .1) ' eN'itopment Siglied this Thursday, August 12, 2004. •• . - • • STATE OF CALIFORNIA, HEALTH .AND IILAIAN SERVICES AGENCY • OFFICE OF STATEWIDE FlEALTH PLANNING AND DEVELOPMENT FACIIATIES DEVELOPMENT DEVISION ' , - • • 4' • • PrograrnMrnjnitc,r This approval :must be renewed every three (3) years, Other conditions ri,Auirinsa: renewal aro: listed below: 1. Changes in the applicable codes and regulations, 2. Changes in the manufactured product (fixed equipment): 3. Changes in the methods of anchorage of - anchorage devices.. List of Approved Docuineril$!: • Sheet Nos, Sheol 1 of 2 ihrough Shoat 2 of 2 , OA @ff .....,. ii ..1:i Am: limicig it '4 S7 , I :1 ( 0 0 41 :I . .1 I rw *4 a0 * *ighot *fir* *0$ : MODEL ..., • 0 dP 0 .. ._:.. . ,: ,,, a ANCHORAGE E PRE-APPROVAL ` 'fir - LBS 4.8 ) T E T Ll 'ft, 16 6A 6Aismozzr, 48. - '.. MUM 20 6A. Elk.VM12ED >° 5 . T- MOIL it 4' - : gLE &T O . . L FORCES . ARE DETERMINED III CTI 11632A, Co m p LO, 1 p m 13, R p 3D Hl ZONTAL FORCE 0.+W VERTICAL FEE (WJ = 033t ' 2. ENGINEER a RECORD' eiuiLom SHALL PFZOVIDE ' ' P' T STRIICTIRE DESIVED TO teKa AND FORCES X14. A P P R O V E D / Fixed Equipment Anchorage :z � ` { OP A- 0672 August iO 2004 F 3 11 £a' +wwc ler 3l sra 4 €L 1 0 , — '1.111M1 1 , ;rki . a FAX /4n 4146 '172 C UL a US Underwriters Laboratories Inc: LISTED Wolf - - ,. 1 June 21, 2001 FlexHead Industries Mr. Norm MacDonald 56 Lowland St. Holliston, MA 01746 Our Reference: File EX5269 Subject: FlexHead Flexible Sprinkler Hose Fittings Installed Onto Dry Wall Ceiling Grid Dear Mr. MacDonald: This letter is in regard to the subject. Base upon review of the FlexHead UL Listed flexible sprinkler hose fitting system, installation onto a dry wall ceiling grid is acceptable when the ceiling- mounted bracket is screwed to a rigid surface. Self - tapping screws are used to affix the FlexHead mounting bracket to the surface, using the four ports provided which are pre - drilled onto the mounting bracket. Very truly yours, EMIL W. MISICHKO (Ext. 42036) Engineering Group Leader Conformity Assessment Services Department 3011CNBK Emil W. Misichko @us.ul.com A not - for -profit organization dedicated to public safety and committed to quality service :# Itla itaAi "Fire P t io rr"As s o t1or 112a:4S *0 a23t35%'s#',�'9;Ir. it'. ; r1 Q 24 Tr rtttn Mi Do ld Prst°rtt ` fli 9 ad.lor lustre tie: - . 36 1i 1 ` Stmt: IH111.tQrr, O17 r r.; 50$44 3 t Dr Mr . *cD rt ld , T '15..-:1:':i''' 1tt r : rrt rts nr� tea o dur rrr°trad tCd N ' r t 3, 2 6 �, as l h das c s 1 tdd i l n r: r h ' r ' tft r' lly 1 c' ..: `�+ar ""g a ds lnt t, the ; 4 h rl k. t. .o rh1 .e t .lhai 1a hrrh w n . f' "ri r�s d m" lour lrtt oFI+1 PA 13 ent dni th -: t999 1 2002 it dns. 1� EP A. t 3, 1 999 Sct ra 1 end N . 1 4 ''P' t" IAA 13, 2 CC:11‘ I ; pr6 -1 0 v4i tc$t h t c - news r cha l . k r s th irat' f t1n. currirtt. r rid grc t u,s dataan ofN fl A 13 t-u �11ow t e u fiC ail Ia d t rtnl h r th y r a i: p� pft I Iy c d I # " 13 h d , n. -,.. 9,,,, , , • rrwr t`istht rm t- anstalld to m h c uh alt l` he rrt k iln , r e tttr trt t r, of cur r ' t u s :r tit)'. 6 5t t>rn nl hav n prra ckd th t lin cam ` tt ter d tlt V itu'ia n d t° U h. d ''''''''''''''''''''''''''i;`'' ribd.. hrt;c sca , k lre r h r l� 10 s d fp �.t t d 1s 0 a c , t • t rr t r p „t a r ° .. utrta irt C.0 r ui with FPA l wtt1t.." d iidddr ortd.t r wrre o 4harr � 1tart tl rrr "tom 1 r tr n. I ; rid rn nrif ctus rs' Irr tructrort . to u mi 'at is t he ant 1y ret f l ° ` A 1 ru p rrr ls thah a c :ref t hunt 1cs -: rnnpm nt end it tr� 1 riot sp rf'nl 3d r d tit PPAO 13 � wIi! tl P a rt: c It hid' rQr r apart .t.r tam q'nd whcc th y ha : n m ilk rn ► r` 0 , t a t la .1 re ar n a nd the art.ais �5, u tie ' : . Pkk : lbrm a wFirre t1 at t1tt r pc ra 'dos rirr; , 0ristttute F'o a°mal Int r r t,, t n 0.,:,exOtaji1c4 m t, . 11.01 poo ant citKc ,:bc lca r: - - . ''''iiiii(4e. fi , h ,,. arrlraa D , . / P Pre p l Pr t 4€ irr cc.. P "P 13Sri a". fit , `t FPA`11 f. 1114)91.11. 1tH) Rant 9ta ;. ya F .rr t, pouden i nit a E`crm l lrttexprrrt , i tt?ta a "d p+ursaarr to T'.4 PA . rr . r'. ' n cprnr n`r rs tli;6' r laoi ctp rayon:; f't1a .ir r, en dry nt � ?t ar . : mrat }� pr rtt us .r, r -6tdl" srtr Orihae PtF'P �.€ar iii T Ira e 1 'C otr mat s to ddd. this CQrri rn C-nC r t rn ndr,d,;n rsh u.ld be, r°ct ,d'upon t pr o d pr sic rt l rns u1t -4tt( t` r f l ; :,1 ': .. r t da! Gonad Gottfried. Re, . Y Th.NYft ' • INKtot, MfA DiNision l try . !..alitc4440,. FAA, Ott sr • • 1 : ` .. 2 • X1 6,3434Oi face F , . 1:440„d: dit,s7frie.s. 'Mb •- • (x e Dear Applicant i s d s s. final official signed copy of ilvlEA .acceptance of your product(s), 1 •fE A'._ "�.__w: _ : w ielh you may use as proof of yottr prod et) acceptance in New York Cityill.% a . This urrt t together with proper dirt and installation in accordance ith New 'York Cite Baling Code will enable the inspeetor to know that the p uet(S) instilled is (are) . ] eh All shipments and deliveries of ace:epted materials to the job site .are required to be labeled or tagged in, ordanee with the. format below: Accepted For Use : City of 'New York D annte it:of Bu ldir� s MA- E VI, :. Company Name 4 truly yours, jp:.4 or Dona/d Dona/d ciottfried„ '.E, Director Materials and Equipment Acceptance Division • Nyc.tovildlrlg$ 491 o viret :, r4og..,mite y irminteritcon i s " " ,, : :.it �,.:;,la ..<,..........,� ..,.._....,...... ! .:.:........:.l M»...t.." o.,,..;.:..a,....>,.n .._.,,.. ! ,....:.....s:: .. _..::>::�'.:. ;, e,.;,. f 9if F : FlexHead Industries, Inc. warrants that its products will specifications, instructions or recommendations, be free from defects in materials and workmanship under including, without limitation, our normal conditions of use and service for a period of one recommendations as to following the inspection year from date of sale. Our obligation under this and maintenance standards published by Factory warranty is limited to repairing or replacing any product Mutual Research Corporation (FMRC) and the that is returned to us with transportation charges National Fire Protection Association (NFPA); and prepaid within one year after the date of original sale (h) products that have been affected by and that our examination shows to our satisfaction to Microbiologically Influenced Corrosion (MIC). This have been defective in materials or workmanship under warranty is not assignable and shall benefit only normal conditions of use and service. The decision as to the original purchaser of a FlexHead Industries, • whether to repair or to replace any product shall be Inc. product. If any provision hereof or any portion made by us, and any repair shall be made at our facility. of any provision shall be held invalid, the Notwithstanding the foregoing, the following are remainder of this Limited Warranty shall not be specifically excluded from the coverage of this warranty: affected thereby, and all provisions of this Limited (a) the sprinkler head of any FlexHead Industries, Inc. Warranty shall remain valid and in full force and product, but FlexHead Industries, Inc. hereby assigns to effect to the fullest extent permitted by Law. THIS the original purchaser of any such product the right to WARRANTY IS IN LIEU OF ALL IMPLIED enforce the warranty, if any, issued by the manufacturer WARRANTIES, INCLUDING, BUT NOT LIMITED TO, of such sprinkler head; (b) defects resulting from WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR ordinary wear and tear, including, without limitation, PURPOSE. NOTWITHSTANDING ANY PROVISION TO the replacement of the so called poly bag components of any FlexHead Industries, Inc. product; (c) products that THE CONTRARY HEREIN OR ANY APPLICABLE LAW have been altered in any manner by the buyer or by TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD anyone other than FlexHead Industries, Inc.; (d) INDUSTRIES, INC. BE LIABLE FOR INCIDENTAL OR products that have been subjected to misuse, abusive CONSEQUENTIAL DAMAGES UNDER ANY use, or damage by accident or casualty; (e) products CIRCUMSTANCES WHATSOEVER, WHETHER ARISING that have been installed or used in a manner contrary to FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION our specifications, instructions or recommendations, (fl WITH THE USE OR OPERATION OF, OR ANY DEFECT products that have been installed or used in a manner that is not in compliance with all applicable IN, ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR requirements of any code, law, regulation or rule of any OTHERWISE. The risk of damages from any breach federal, state or local governmental or industry of warranty with respect to injury to any person authority; and (g) products that have not been will be born by the purchaser of FlexHead inspected and maintained in accordance with our Industries, Inc. product. 2O VENF.EX5269 - Flexible Sprinkler Hose with Fittings http: / /database.ul.com/cgi- bin /XYV /template /LISEXT /1FRAME /sh... ial ONLINE CERTIFICATIONS DIRECTORY VENF.EX5269 Flexible Sprinkler Hose with Fittings • Page Bottom Flexible Sprinkler Hose with Fittings See General Information for Flexible Sprinkler Hose with Fittings FLEXHEAD INDUSTRIES INC EX5269 LOWLAND IND PARK . 56 LOWLAND ST HOI I TSTON, MA 01746 USA Equivalent • Length of - Max i in. Rated Nom Inlet Assembly Max Schedule 40 Pressure, Ambient by Outlet Length, No. of Min Bend Steel Pipe 1 Flexibility j Model psig Temp, °F Sae, in. ft (mm) 90° Bends Radius, in. (C = 120), ft i 1 Type 2024 175 300 • 1 by 1/2 2 3 3 11 Limited 2036 175 300. _ 1 by 1/2 3 3 3 16 .Limited 2048 175 300 1 by 1/2 4 4 3 24 Limited 2060 175 300 1 by 1/2 5 4 3 29 I Limit Limited - 2072 175 300 1 by 1/2 6 4 3 • 35 Limited 2024 175 300 1 by 3/4 2 3 3 12 Limited 2036 175 300 1-by 3/4.. 3 • 3 - 3 18 • I Limited 2048 175 300 1 by 3/4 4 4 3 23 i i Limited 2060 175 300 1 by 3/4 5 4 3 . 29 Limited 2072 175 300 1 by 3/4 6 4 3 32 Limited 2024H 300 300 1 by 1/2 2 '3 3 11 ( Limited 2036H 300 300 1 by 1/2 3 3 3 16 Limited 2048H 300 300 1 by 1/2 4 4 3 24 ■ Limited L. 2060H 300 300 1 by 1/2 5 4 3 29 I Limited 1 2072H 300 300 1 by 1/2 6 4 3 35 I Limited 2024H 300 300 1 by 3/4 2 3 3 12 I Limited 2036H 300 300 1 by 3/4 3 1 3 3 18 'Limited 2048H 300 300 1 by 3/4 4 4 3 23 limited 2060H 300 300 1 by 3/4 5 14 3 29 Umited 2072H 300 300 1 by 3/4 6I 4 3 32 Limited 2024E 175 300 1 by 1/2 2 13 3 19 Limited 2036E 175 300 ' 1 by 1/2 3 3 3 23 Limited 2048E 175 300 I 1 by 1/2 4 4 3 27 Umited 2060E 175 300 1 by 1/2 5 4 3 32 Limited 2072E 175 300 1 by 1/2 6 4 3 35 Limited 2024E 175 300 1 by 3/4 2 3 3 18 Limited 1 of 2 10/7/2008 8:57 AM • VENF.EX5269 - Flexible Sprinkler Hose with Fittings http : / /database.ul.com/cgi- bin/XYV /template /LISEXT /IFRAME/sh... 2036E 175 300 : 1 by 3/4 3 3 3 ( 23 Limited 2048E 175 300 1 by 3/4 4 4 3 23 Limited • • 2060E 175 300 1 by 3/4 5 4 3 29 Limited 2072E 175 300 1 by 3/4 6 4 3 32 � Umited • • 2024HE 300 300 f 1 by 1/2 2 3 3 19 'Limited 2036HE 1 300 300 1 by 1/2 3 3 , 3 23 Limited 2048HE 300 300 1 by 1/2 4 4 3 27 Limited • 2060HE 300 300 1 by 1/2 5 4 3 32 Limited 2072HE 300 300 1 by 1/2 6 4 3 35 Umited 2024HE 300 300 1 by 3/4 2 3 3 18 Umited 2036HE 300 300 1 by 3/4 3 3 3 23 I Limited 2048HE 300 300 1 by 3/4 4 4 3 23 Limited 2060HE 300 300 : 1 by 3/4 5 4 3 29 Limited 2072HE...... 300 ..__.._. 300... 1 by 3/4 I_6... I, 4 ............... _ .1 ... ._32. _ . ......_... 1. Umited ...._ .. . These flexible sprinkler hose with fittings are intended to be installed in accordance with the manufacturer's installation instructions dated August 20, 2008. Last Updated on 2008 -09 -10 Questions? Notice of Disclaimer Page To • Copyright CE) 2008 Underwriters Laboratories Inc,® ▪ The appearance of a company's name or product in this database does not in Itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. ▪ UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2008 Underwriters Laboratories Inc. ®" An- in•dependen't .organization w.orklng for a safer world with integrity. precision and knowledge. ,L. • • 2 of 2 • - 10/7/2008 8:57 AM , , r .: If: ..) POTTF1Z VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, ULCand CSFM Listed, FM and LPCBApproved, NYMEA k Accepted, CE Marked ` y ` x' Service Pressure: Up to 450 PSI (31 BAR) y * ,„ yy � y Minimum FlowRateforAlarm :10 GPM(38LPM) Maximum Surge: 18 FPS (5,5 m /s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive ``' , Conduit Entrances: Two knockouts provided for 1/2" conduit W g Environmental Specifications: 0` • Suitable for indoor or outdoor use with factory installed _; gasket and die -cast housing. • NEMA 4/IP54 Rated Enclosure - use with appropriate / conduit fitting. ` •Temperature Range: 40 °F /120 °F, 4,5 °C /49 °C ' $ • Non - corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive Mt. , ueAMEumm:, : environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR -CF. Service Use: Automatic Sprinkler NFPA -13 U.S. Pat. No 3921989 One or two family dwelling NFPA -13D . Canadian Pat. No. 1009680 Residential occupancy up to four stories NFPA -13R Other Patents Pending National Fire Alarm Code NFPA -72 Potter Electric, Rd., 1990 Optional: Cover Tamper Switch Kit, Stock No. 0090018 GENERAL INFORMATION INSTALLATION: See Fig.2 The Model VSR -F is a vane type waterflow switch for use on These devices may be mounted on horizontal or vertical pipe. wet sprinkler systems. It is UL Listed and FM Approved for On horizontal pipe they should be installed on the top side of the use on steel pipe; schedules 10 through 40, sizes 2" thru 8" pipe where they will be accessible. The units should not be in- (50mm thru 200mm). stalled within 6" (15cm) of a fitting which changes the direction of LPC approved sizes are 2" thru 8" (50mm thru 200mm). the waterflow or within 24" (60 cm) of a valve or drain. The unit may also be used as a sectional waterflow detector Drain the system and drill a hole in the pipe using a circular saw on large systems. in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices The unit contains two single pole, double throw, snap action require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm t2mm). All other sizes require a hole with a diameter of 2" ±1/8" switches and an adjustable,. instantly recycling pneumatic re- (50mm ±2mm). tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. Clean the inside pipe of all growth or other material for a dis- The flow condition must exist for a period of time necessary to tance equal to the pipe diameter on either side of the hole. overcome the selected retard period. Roll the vane so that it may be inserted into the hole; do not bend ENCLOSURE: The unit is enclosed in a general purpose, die- or crease it. Insert the vane so that the arrow on the saddle cast housing. The cover is held in place with two tamper resis- points in the direction of the waterflow. Install the saddle strap tant screws which require a special key for removal. A field in- and tighten nuts alternately to an eventual 50 ft -lbs. (68 n -m) of stallable cover tamper switch is available as an option which torque (see Fig. 2). The vane must not rub the inside of the pipe may be used to indicate unauthorized removal of the cover. See or bind in any way. bulletin no. 5400775 for installation instructions of this switch. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325 - 3936 /Canada 888 -882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE 1 OF 2 MFG. #5400761 - 7/02 VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD FIG. 1 FIG. 2 SWITCH TERMINAL - CONNECTIONS OPTIONAL TAMPER SWITCH DO NOT LEAVE COVER OFF FOR CLAMPING PLATE EXTENDED PERIOD OF TIME TERMINAL RETARD ADJUSTMENT: ` �:•?" TO CHANGE TIME TURN KNOB (EITHER DIRECTION) 1(''/ ; ; � TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM �/��"> �( \` ` ALTERNATELY TO AN G AMOUNT OF RETARD NECESSARY TO PREVENT �� �'�j EVENTUAL SOFT. -LBS (68 n -m) `� 11�0�� FALSE ALARMS, A '8` SETTING IS USUALLY �V �V ^ `1 /P OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO "B ", tir - ,O p` J \ J d �/ TO INSTALL, DRILL HOLE AS INDICATED: '\ Q3>------ 1 �/ PIPE SIZE HOLE SIZE OUT" DWG. /923 - 2" to 2 1/2" 1 1/4" +1/8" -1/16" �� � MOUNT ON PIPE 50 W (50mm to 65mm) (33mm ±2mm) WOE ARROW ON SADDLE Y POINTS IN DIRECTION CAUTION: 3" to 8" 2" t1/8" u , OF WATERFLOW An uninsulated section of a (somm to 200mm) 50mm ±2mm) ROLL PADDLE IN single conductor should not Cover Tamper OPPOSITE DIRECTION be looped around the termi (with cover in place) lit, OF w TINGS Ow nal and serve as two sepa- rate connections. The wire DIRECTION OF must be severed, thereby WATERFLOW providing supervision of the C NO NC `\ APPROX. RETARD SETTINGS (IN SECS.) connection in the event that (WNT) (REM (BL ") OK, MOM-2 0 A BC DE the wire becomes dislodged DWG. #761-30 0 10 -25 20 -40 35 -55 50 -70 60 -90 from under the terminal. FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 • 1. The Model VSR -F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- 2 SETS OF operate a central station, pro- outs, not in the center. NORMALLY OPEN CONTACTS w5IERRON ZONE EOLR FROM CLOSE ON ALARM ON nn PANEL nRE PAN¢ prietary or remote signaling I i �° � unit, while the other contact is © ,.� 1 co ,* * IL ;al� l used to operate a local audible 1 or visual annunciator. 'I' LII-1 1 1 I JI © 2. A condition of LPC Approval of i / PO5TME Dc this product is that the electri- NE NC ma NO H ARE OR NOT AC ® —I /I ON THE A RY C IONoR cal entry must be sealed to THE CONTACTS ARE REVERSED 047 NEGTN NEUTRAL L 3C AC excl moisture. �" 'HEN THE 7EV10E T M AR. O IM-2 8 4. THE NORMAL CONOIKINR 'I ��� 3. For supervised circuits see "Switch Terminal Connec- tions" drawing and caution 9WC. /761 -4 note (Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR -F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and /or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR -F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. I PRINTED IN USA MKT. #8800001 - REV W PAGE 2 OF 2 MFG. #5400761 - 7/02 Bulletin 252 Rev.G IIIMIIMIIIIMIIIIIIIIIIIIIMIIIIIIMNINIIIIIIIIIIIIIIII co ,� • Model B and Model C Air Compressor Panels 5" • Model C N CP Pressure Maintenance Device • Supervisory Pressure Maintenance Equipment _ General Reliable supervisory pressure maintenance devices provide low pressure aft or nitrogen gas to the C.-----, sprinkler piping of single interlock preaction systems. Leakage caused by damage to the piping or ®l sprinklers will cause the supervisory pressure to drop, Elm thereby activating an annunciating device. ^off • , :camp: Model B and Model C Air Compressor Panels _ , . Reliable air compressor panels provide - _ - -- — self- contained supervisory air supplies for single .= � °- i Li interlock preaction systems. Each panel includes a ° separate assembly (not shown) consisting of a check i - 3g � � �_1 valve, copper tubing and a tubing connector. This 1 /a" ' NPT check valve must be installed at the sprinkler piping and above the riser check valve priming water '� - elevation where required. The Reliable Model G /� ::- Right- CheckTM Riser Valve, which does not require . ® °„, s priming water, has a convenient 1" NPT port that may P . be used for this connection (Ref. Figure 5). The copper tubing connects the 1/4" NPT check valve to the panel air outlet. • 252CVRC The Model B or Model C Air Compressor Panel is 707PC36 designed with keyhole slots for ease of wall mounting and provides approximately 30 oz /in (0,12 bar) air Model B Air Compressor Panel pressure. A low pressure signal will activate for (Model C is similar) pressures less than approximately 11 oz/in bar). A relay provides dry contacts for remote signaling of low air pressure and /or loss of 120 VAC (Model B) or 220 VAC (Model C) power. A quick -fill bypass connection (/ pipe) outside the enclosure was added to reduce setup time after installation. 120/220 VAC supply power connections are terminals L1 and L2 on each panel (10 AWG max. wire size). The Model B is UL Listed; FM and NYC Approved (MEA 258- 93 -E). Caution: The pressure gauge shut -off valve must be closed before operation of quick -fill bypass. The by -pass pressure must not exceed 25 psi static. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 252FG01D LOW AIR ° PRESSURE WARNING I_ - LIGHT wNrrE 17 N RED I L N0 — J I I 1 1 SUPERVISORY BLUE PRESSURE SWITCH 14 13 ORANGE — � C RELAY W L NC I 3 WIRE © BLACK WNT/BLK GREEN ° GREEN /T1 CND L1 U TEBLOCK RMINAL 9,12 R 1,4 O p� Q Q I I RELAY CONTACTS I R FOR REMOTE CONNECT TO 9,12 5,8 APPLICATION POWER SOURCE 7 WIRING DIAGRAM Figure 1— Air Compressor Panel Wiring Diagram Model B Air Compressor Panel (P /N 6702010002) System Operation Model C Air Compressor Panel (P /N 6702020002) 1. Disconnect the panel power. before servicing. Panel Dim. Mounting Dim. Shipping Approvals 2. The pressure switch and relay contacts are shown in WxHxD W x H Weight Model B Only unpressurized position. 16 "x20'x6" 14Ya'x18Y" UListed oz/in mv4 " Holes (4) 2�1 . L ApPR 3.The relay will transfer for pressures less than 11 oz/in . 152mm) (362mm x 464mtn) (122kg.)_ NYC MEA 258-93-E 4. The relay will transfer for pressures greater than 19 oz/in 5. Adjustments to the low pressure switch may be made PRESSURE using a 1 /4" open -end wrench. To adjust the compres- SWITCH sor setting, turn the "high set" hex screw counterclock- P 95555907 Ili GAUGE P/N 98248002 RELA wise to lower the set point, or clockwise to raise the set P 95087003 1 SOCKET , BYPASS point. To adjust the low pressure setting, turn the flow P/N 95087004 set" hex screw counterclockwise to lower the set point, SNUBBER ■ or clockwise to raise the set point. These adjustment P/N 95305702 I affect the high -end valves for both the compressor and CHECK VALVE the low pressure settling as shown in Table 1. The CHECK / ALVE P 9884014a 5 98 A 7 S TEm PIPI lower valves automatically follow the high -end valve A 51'SE // PIPING COMPRESSOR adjustments. P/N 92045702 (9) 3/8' COPPER 0 P/N 5999990838 (C) 6. Small capacity compressor (0.52cm ambient pressure) 799/90 P/N 95585703 requires long initial fill time. Use quick -fill bypass for L 120VAC (9) shorter fill time. 220/AG ('GAJ MAX.) zSZF 029 7. Special wrench P/N 6917000000 for pressure switch Figure 2 Air Compressor Panel Schematic cover screws is located on top of the switch. Electrical Requirements Compressor: 1.5 A, 120 VAC, 60 Hz. (B) 0 .75 A, 220 VAC, 50 Hz. (C) Table 1 Relay - max. switching load: 7.5 A 1/6 HP at 120 VAC 7.0 A 1/3 HP at 240 VAC Approximate Switch 7.5 A at 30 VDC Transfer Pressure ozAn (bar) c Cl TE RMINAL 5 Increasing Decreasing TERMINAL 8 �/ El Factory Settings Pressure Pressure TERMINAL 4 s ui TERMINAL 1 Low 10A Pressure Switch No. 1 19 (0,08) 11 (0,05) DPDT RELAY I RH2B —o Ell Compressor. 33 (0,14) 25 0,11 Pressure Switch No. 2 ( ) ( ) j� I TERMINAL 13 Note: 1 bar=100 kPa TERMINAL 14 ;�I' TA�� TERMINAL 12 �` i I Tt %li TERMINAL 9 Figure 3. Relay Detail 2. Maintenance The following table provides a simplified trouble shooting guide which indicates the corrective maintenance for the more common problems which may occur. Symptom Probable Cause Correction Pressure too low Isolate system from compressor panel and test as follows: 1. Compressor runs continuously. Leak 1. Remove % "" tubing from 44 "" check valve at system riser and cap with finger to seal tubing 2. Run compressor until gauge indicates pressure. 3. With compressor off, relieve pressure to bring gauge into readable range, then reseal. 4. Steady gauge indicates no leak at panel; therefore, leak is in system. 5. Dropping gauge indicates leak at panel. Repair or replace leaking component. 2. Compressor doesn't run. No power at panel. Provide power panel. Pressure switch out of Adjustment as follows: adjustment. 1. Remove cover, using special wrench taped to pressure switch. 2. Adjust hex screw at center using' /4" open end wrench. 3. Raise set point by turning wrench clockwise 4. Lower set point by turning wrench counterclockwise. 5. Adjust switch to turn compressor on at 25 t 1 oz /in on decreasing pressure. Note: This adjustment may require horn adjustment. See C below. B. Compressor cycles Leak upstream of 1 /4" valve at Repair, see A.1 above. excessively. system riser. C. Low pressure warning lights Pressure switch out of Adjust as follows: before compressor starts as adjustment. 1. Remove.cover, using special wrench taped to pressure switch. - pressure decreases (low 2. Adjust hex screw at left, using 14" open end wrench. pressure warning lights). 3. Raise set point by turning wrench clockwise. 4. Lower set point by turning wrench counterclockwise. 5. Adjust switch to turn low pressure warning light on at 11 ± 1 oz /in on decreasing pressure. Model C Pressure Maintenance Device The Model C Pressure Maintenance Device (Figure Dimensions. Shipping 4) is a supervisory supply for use in a single interlock W x H x D Weight Approvals preaction system where a clean, dependable and 26"x 15"x6" 9bs. •ULListed FM Approved continuous air or dry nitrogen source is available. The (660rnmx361nrnx152mm) (4.1kg.) NYC BS&A 587-75-SA 1 /4" NPT check valve is to be installed near the sprinkler piping with its flow arrow pointing towards the sprinkler piping. The Reliable Model G Right- CheckTM Riser valve has a convenient' /2" NPT port that may be used for this connection (Figure 5). The Model C Pressure Low Pressure Alarm Switch Maintenance Device reduces the supply pressure from Model Part No. Description (Elect. Rating) 40 psi -to- 100 psi (2,8 bar -to- 6,9 bar) to approximately 6704630020 supervisory Pressure Single Pole, Double Throw, 30 oz /in (0,12 bar) outlet pressure. A separate - Owners Air or 15 Amp. 125/250 Vac annunciating device (not included) must be connected Nitrogen Gas 10 Amp, 12vdc to the low pressure switch. This switch is factory set to 0.50 Amp. 125 Vdc transfer contacts when the supervisory pressure falls below approximately 11 oz /in (0,05 bar). A bypass quick fill allows larger systems to be filled by a larger air compressor (mobile) through the 1/2" NPT connector. To operate the bypass function, simply turn off the 1 /4" shut -off valve (outlet) and open the bypass shut -off valve. When the system pressure has been satisfied, close the bypass shut -off valve and open the 1 /4" shut -off valve (outlet). 3. ALARM SWITCH P/N 96556908 il (J54-14460) A r • .— 111 • • � �����; � �� I ♦i —1, =,I h P P//N I REGULATOR o 1/4' INLINE CHECK VALVE 1/4' SHUT -OFF VALVE 1 P/N 95236901 0).T..42-51 P/N 98840147 1 41 114 4 !• 2 ' • Y FILTER � P/N 9884017 N_ INLET P/N 93506302 1/4' SHUT-OFF VALVE P/N 98840172 — _ -- -- _ - -- -- OUTLET 1/2' NPT ldl � `I��1 — W.N — I CONNECTION — — — IO — 1/2' NPT I CONNECTION BYPASS BYPASS QUICK - FILL SECTION SHUT -OFF VALVE P/N 98840109 252FC04E Figure 4 - Model C Pressure Maintenance Device CLOSED i f' 1j SPRINKLER , -' NITROGEN I 1 � � —_ SUPPLY — 'i. _ I MODEL C -■ (O O 1 MECHAN /CAL d� l SPRINKLER ' OR • io� : � 7� — 4 — , � 1 , ' i:i_i -- ALARM � .. MODEL C r PRESSURE MAINTENANCE IMP DEVICE EXISTING `__ _ _— __ —__� .■ AIR SUPPLY _____ MODEL 0 LIW K RELaBLE I I RIGHT-CHECK NITROGEN RISER VALVE L REGULATING DEVICE MODEL B OR BX (TANK EXCLUDED) — J AIR COMP MODEL B/C RESSOR ALARM DELUGE VALVE PANEL SWITCH ::. �_ SYSTEM DRAIN 120/220 — L - _'1 f : t VAC L— _ _ — _ _ -T— l Di : ;;; ,:m � u� :' °' L SOLENOID 'MM :' ': I� VALVE DETECTORS FIRE Y - 1 „' ' I n � � � y DRAIN ALARM BELL - `••��11 M O �:� .:.[ • MODEL B 7 _ 1111 —.:s . _�Y x•:71: ELECTRIC r ii EMERGENCY EMERGENCY STATION STATION � 1i_ oomm�l�m m n 0 -1 VALVE 120/220 '� VAC RP1001 (120VAC) 1 1 •�. RP 1001E (220VAC) TROUBLE CONTROL ALARM BELL p /P OR /P T PANEL CUP CUP 111 252FG05E WATER TO SUPPLY T 1 DRAIN Figure 5— Supertrol Single Interlock Preaction System The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by 111.1111111111111111111111111111111111111011111111111111111111 The Reliable Automatic Sprinkler Co., Inc. ® Recycled MN ® (800) 431 -1588 Sales Offices Paper Reilabi (800) 848 Sales Fax R evision lines indicate updated or new data. (914) 829 - 2042 Corporate Offices www.reliablesprinkler.com I nternet Address EG. Printed in U.S.A 02/08. P/N 9999970120 p ®1 1 PFC-441ORC The Symbol of Protection RELEASING CONTROL PANEL • Multi - Hazard Operation P o • Four Class B Initiating Circuits * f s • Two Class B Supervisory Circuits ** j • Four Class B Output Circuits ' •Programmable Cross Zoning • Supervised Microprocessor ;, i. • 32 Character Alpha- Numeric LCD Display ' t' • Custom Banner Message and Zone Description text • Custom Zone Description Text • On Board Menu Driven Programming Controls • Releasing Circuits Protected From False Activation , • Continuous or Timed Discharge • 40 Event History Buffer • Walktest with Automatic Time -out • Alarm, Trouble Supervisory, and Waterflow relays £ „ PFC Series • Optional Class A Initiating Zone and output module 77-77 7 - 77. -- 7 -7--- 7777 -- --------- .. : ` " e }s3"y E • 34 character LED supplemental display • 19 Standard Programs in Panel Memory • Password Protection for all Programming yN • 24 Hour Clock • Suitable for agent or waterbased extinguishing • Programmable pre- discharge timers* • One Class B Abort circuit* (Defaults to additional supervisory zone in water based mode.) Dimensions: 18 %" x 14' h" x 4 3 /4' • Three Abort modes* UL and ULC Listed, FM Approved, NYMEA Accepted, and * Available in Chemical mode only CSFM Approved ** One zone programmable as abort in chemical mode. • General Description ThePotterModelPFC- 4410RCisaflexiblemulti- hazardreleasingcontrol The panel is Ninth Edition UL listed, ULC listed, Factory Mutual, panel that is well suited for a number of applications. The PFC -441 ORC California State Fire Marshal (CSFM) andNewYorkMaterials Equipment is listed for use with pre- action and deluge sprinkler suppression systems Acceptance (MEA) approved. and agent based fire suppression systems. The PFC- 4410RC is housed in a durable steel cabinet with removable The panel utilizes a microprocessor -based system that has 19 Standard door and key lock. The panel is available in either a red or white finish Programs, which covers a majority of installations. The simple to follow and an optional flush mount trim ring is available. The cabinet contains Menu Structure programs the entire system in a matter of minutes. In knockouts on the side, back and top of the cabinet to ease installation. addition to the StandardPrograms, the panel allows custom programming In addition, the cabinet will house up to 18 amp -hour batteries that will to accommodate any installation. provide in excess of 90 hours of standby power. Ordering Information Model Number Description Stock Number PFC- 4410RC 4 Zone Releasing Control (White Cabinet) 3006144 PFC- 4410RC 4 Zone Releasing Control (Red Cabinet) 3006142 PFC -TW Bezel for Semi -Flush Mounting (White) 5090157 PFC -TR Bezel for Semi -Flush Mounting (Red) 5090155 BT -40 Battery, 12V 4AH for 24 hour standby (2 Req'd) 5130092 BT -80 Battery, I2V 8AH for 60 hour standby (2 Req'd) 5130084 BT -120 Battery, 12V 12AH for 90 hour standby (2 Req'd) 5130090 BT -180 Battery, 12V, 18AH for 90 hour standby (2 Req'd) 5130086 CA2Z 2 Zone Class A Initiating Circuit Module 3006013 CAM Class A Indicating Circuit Module 3005300 ARM -2 Auxiliary Relay Module 3004725 RA- 4410 -RC Remote Annunciator 3006400 Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8910233 - REV A PAGE 1 OF 2 1/08 ® - The Symbol of Protection RELEASING CONTROL PANEL . Architects/Engineers Specifications The control panel for the extinguishing agent releasing system shall Waterflow, Linear Heat Detection (up to 10,000 feet per zone), be a microprocessor based control capable of protecting multiple Manual Release, Low Air Alarm, Supervisory, Tamper, Low Air or hazards in one control panel. It shall be Underwriters Laboratories High Air. Inc. listed under Standard 864 Ninth Edition and Underwriters Optional Class A modules, CA2Z, may be added for Class A Laboratories of Canada for Local Control Units for Releasing Service. operation. The panel shall have a Low Air Zone that creates a The control shall also be approved by Factory Mutual Research supervisory condition and map to an output. UL and ULC Listed, FM Corporation and be compiant with the requirements of NFPA -72 Approved, NYMEA Accepted, CSFM Approved (Local: A, M, SS service types; DAC and NC signaling type) and The control shall have two fully supervised Class B (Style B) NFPAl2, NFPAl2A, NFPA-13, NFPA -15, NFPA -16, NFPA -17, supervisory circuits. These circuits shall be selectable through the NFPA -17A, NFPA -750, and NFPA -2001. programming sequence to operate in one of the following modes: The control shall be housed in an 18 gauge steel cabinet that has a Supervisory, Tamper, Low Air or High Air. hinged, removable door with a key lock. The finish shall be baked The control shall have one fully supervised class B (style B) Abort enamel and available in red or off -white with contrasting trim and circuit with 3 different operating modes, ULI, IRI, and NYC. logo. An optional matching bezel should be available for semi -flush mounting. The cabinet shall have adequate space to house 18 AH The control shall have four fully supervised Class B (Style Y) output standby batteries capable of operating the system for at least 90 hours. circuits. These circuits shall be selectable through the programming sequence to operate as one of the following: Alarm Notification The control shall include a fully supervised integral power Appliance, Supervisory Notification Appliance, Trouble Notification supply/battery charger capable of providing 200mA to the auxiliary Appliance or Releasing. The optional CAM module may be added to power circuit. It shall also be capable of providing 2.5 Amps to all convert the outputs to Class A. releasing and notification appliance circuits combined. All initiating, output and auxiliary power circuits shall be power limited. The panel shall have an RS -485 output and auxiliary power outputs for connection and supervision of up to 4 remote annunciators. The control shall have a 32 character (16 characters, 2 lines) backlit LCD display and a 34 LED supplemental display. All diagnostic and The releasing circuits shall be supervised for short circuit conditions alarm event information shall be viewable in text form on this display. and shall be programmable for cross zoning operation when required. A field programmable custom banner message with the current date The discharge timer for these releasing circuits shall be programmable and time shall be displayed when no current alarm or diagnostic for times of 7, 8, 9, 10, 20 minutes or continuous. All initiating and information exists. output circuits shall be capable of being individually disabled or enabled. In addition, when in the agent extinguishing mode there shall All operational features of the control panel shall be field be a pre- discharge timer adjustable from 0 -60 seconds from an alarm programmable using menu driven selections on the alpha- numeric zone or 0-30 seconds from a manual release zone. display and on board controls. No special programmer will be required and jumpers or switches to configure operational features The control shall have a test mode that will automatically disable shall not be permitted. Alarm and trouble indications shall resound all releasing circuits. The test mode shall operate in such a manner when required. as to automatically reset the initiating circuit and indicating circuits after detecting each alarm condition initiated by the test. All testing The control panel shall be equipped with 19 programs built into the shall be recorded in the 40 event history buffer. The test mode will panel memory, 13 for water based extinguishing and 6 for agent automatically terminate after twenty minutes of inactivity. extinguishing. In addition, the panel shall have the ability to add custom programs. All programming functions shall be password protected. The control shall have four integral relay contacts rated 3 Amps at 30 VDC for connection to external auxiliary equipment. One relay shall The control shall have four fully supervised Class B (Style B) operate when an alarm condition occurs, another when a trouble signal initiating circuits capable of supporting the operation of 25 compatible occurs, the third when a supervisory condition occurs, and the fourth 2 -wire smoke detectors on each circuit. during a waterflow condition. The individual circuits shall be selectable through the programming UL and ULC Listed, FM Approved, NYMEA Accepted, CSFM Approved sequence to operate in one of the following modes: Conventional, PRINTED IN USA MKT. #8910233 - REV A PAGE 2 OF 2 1/08 wit Company http:i /www.anvilintl.com/ps_ hanger /index.php ?CAT =2 &FIG =69 &NT J � "81#'#7. �.ftA ,WI°��a+�4� ' ^T; i j t 3 55 . Fig No: Find ' Figure: 69 Adjustable Swivel Ring, Tapped per NFPA Standards 'Submittal Sheen 'zoom in] Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards Site Range: 1/2. through 8" Material: Carbon steer Finish; 0 Galvanized Service; Recommended for suspension of non - insulated stationary pipe line. Maximum Temperalure: 65b• Approvals: Complies with Federal Specification A -A -1 92A (Type 10) sir- N -1714 (Type 10)and MSS -Sp -69 (Type 10). U L Listed and FM Approved (Sizes 3t -131, . Features; to • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 1 /2' through 3' sizes Ordering; Specify size, figure number and name. -4 ,7 - 1 - A Fig. 69; Loads (ibs) • Welght (lbs) • Dimensions (in) Illon Pipe Size Max Load Weight Rod Size A B I C F t sum ., 1{2 0,10 i 2 2 (li'i6 '' / � F 3/4 0.10 l 23/4 I.. 1 GI i 1 i ■ C B ..,........wd, t 0.10 � /ts 1 i t 300 �.._�..�.., l ..:.. ; 1% 0,10 2 � /e 1 p 5 1 E 0,10 V ; 2 1 lie I i 2 4.11 3 [ 2 1 -1 �: ; t viz_ [ 0.20 .,. 4 2a /� 'site ,, . +° 525 ® i i �.� 4.24 �3 ?/1a ., 2. 1 sf . N'' - . t._ - -* 4 �, - 650 0,30 4i /s 1 1 t13/tL l: 5 0,54 5 4 6 1,000 0.65 1 4 i 6 5 .46 22 .._„...m.., .. , i ............ —.. ,_. , ._ 1 . ,. ._._,.... 8 1,40 8 T 2 <top> If 1 ww,nnA 1.1ti ■ . Mechanical Anchonng S h O FZ2?` Ni d F M j s �£ e , ,✓ r y e r a y s: `r+.. .` ,: rw . _ ; i '''4';'-''''' ti g' k ' a s , _ ..,..�.d..:; C: t d i r i - M ° 41& * .z �" n t t a f r 46 . � /z £ r � � y^r . s n. ,3 - ... ... �.... z r z t% � . a:,...:a.xx,�i.E.x3. . ✓. <.,ri � _ . ,.s .Z �: _...,.. , .ao� „,.a...� n <..:s .�,✓ s.� - ,€..<; <: 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Product Description 4.3.4.1 Kwik Bolt TZ Product Description ' 4.3.4.2 Material Specifications The Kwik Bolt TZ (KB -TZ) is a torque Product: Features 4.3.4.3 Technical Data controlled expansion anchor which is • Product and length identification •4.3.4.4 Installation Instructions especially suited to seismic and cracked marks facilitate quality control after 4.3.4.5 Ordering Information concrete applications. This anchor line installation. is available in carbon steel with zinc • Through fixture installation and 4.3.4.6 Sample Calculations electroplated coating and 304 stainless variable thread lengths improve steel versions. The anchor diameters productivity and accommodate Impact Section various base plate thicknesses. (Dog Point) range from 3/8 to 3/4 inch in a variety of p T lengths. Applicable base materials . • 316 Stainless Steel wedges pro- include normal - weight concrete, vide superior performance in 5 x t cracked concrete. structural lightweight concrete, and Ridges on expansion wedges Nut :y, f' • • lightweight concrete over metal deck. provide increased reliability. Washer :. ; Guide Specifications • Mec:hanical expansion allows k� immediate load application. Red 4 Torque controlled expansion anchors • Raised impact section (dog point) Setting a shall be Kwik Bolt TZ (KB -TZ) supplied . prevents thread damage during Mark ' by meeting p installation. b Hilti meetin the description in Anchor Federal Specification A -A 1923A, Type • Bolt meets ductility requirements Thread - 4. The anchor bears a length of ACI 318 -05 Section D1. identification mark embossed into the ,t• `. Installation impact section'(dog point) of the anchor L Drill hole in base material to the z surrounded by four embossed notches appropriate depth using a Hilti carbide Anchor s, ::: identifying the anchor as a Hilti Kwik Body h Bolt TZ in the installed condition. tipped drill bit. Drive the anchor into the u Anchors are manufactured to meet one hole using a hammer. A minimum of four u of the following conditions: threads rnust be below the fastening surface prior to applying installation Stainless ,,' • The carbon steel anchor body, nut, for Tighten the nut to the : Steel ,. torque. and washer have an electroplated q g Expansion ': recommended installation torque. p zinc coating conforming to ASTM q Sleeve B633 to a minimum thickness of 5 (Wedges) ! pm. The stainless steel expansion sleeve conforms to AISI 316. • Stainless steel anchor . body, nut r F > Y, 14 and washer conform to AISI 304. Stainless steel expansion sleeve Expansion Cone conforms to AISI 316. Listings /Approvals 1CC - (international Code Council) ESR -1917 • FM (Factory Mutual) Supplemental Design Provisions for ACI 318 -05 Appendix D Pipe Hanger Components for Automatic Sprinkler Systems (3/8" - 3/4 ") Design strengths are determined in accordance with ACI 318 -05 Appendix D and UL (Underwriters Laboratories) ICC Evaluation Service ESR -1917 Hilti Kwik Bolt TZ Carbon and Stainless Steel Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4 ") Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, uJ ,93lF� FO and 3 of this document. Supplemental provisions required for the design of the �` KB -TZ are enumerated in Section 4.0 of ESR -1917 (DESIGN AND INSTALLATION). :APPROVED Note that these design parameters are supplemental to the design provisions Building Code Compliance of ACI 318 - 05. IBC® 2006 IRC® 2006 UBC® 1997 .. ,<- :.,.. r,..;5:: 2f ,. I ;,..:..s .. ._e _.eC: 15 ..nf x s,�n. .i;;; i u..�.;., 5.y.. s:...a .� <> ,:, .:..,. .,,£'.,,;_.: . „Fsu.:. �:.. ,;,.,,.w, 6 Hilti, Inc. (US) 1 -800- 879 -8000 www.us.hilti.com I en espanol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 j &. s A I s �s - . ,yt / s _ vF. y -D"- w 2 �i �X ,�i "' ^ a[ . � _} K �' '; ?: ' 3 ,, . j " z Mecharncal Anchonng Systems ,., .... x. :x ,,.,...rr,s.,, ..,.,c,._ „ : .,..::.� «.r.�,roi.... 'x,..,.. Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material Specifications Carbon steel with electroplated zinc • Carbon steel KB -TZ anchors have the following minimum bolt fracture loads' Anchor Shear Tension Diameter (in.) (Ib) (Ib) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 • Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5pm. • Nuts conform to the requirements of ASTM A563, Grade A, Hex. • Washers meet the requirements of ASTM F844. • Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel • Stainless steel KB -TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads' Anchor Shear Tension Diameter (in.) (Ib) (Ib) 3/8 5058 6519 1/2 8543 12364 5/8 13938 19109 3/4 22481 24729 • Nuts meet the dimensional requirements of ASTM F594. • Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. • Expansion Sleeve (wedges) are made from AISI 316. • All nuts and washers are made from AISI 304 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3. Hdti, Inc. (US) 1- 800- 879 -8000 I www.us.hilti.com I en esparto! 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 317 'X "'n(.xa i 3. . A sr ° S`. iv "f' r fax ? a .z r f Mechanical ,AQChOrtrl 5 stem f i, x r � s a . A 2 - 3 r J f s , f r r , ,: y • ,9m; k .' 'F t t s. x< x , p� . 2i !'� of 4 '.� l� 7g � J J^ � �G ! er f C W..:C Y � E� 5 t � � M� l p r ,.,,,�, s:..rs... ,.., .<.. , , , x...r~r .� . ..,,.,�:! �/ F.,.Ri,.l:,... Y n z5 .a; .,... `�;� `�'�«,.,,,"`'�' ? - E..: ,.,.... , tee. a i.c,.L. "Y 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.3 Technical Data Table 1 — Kwik Bolt TZ Specification Table SETTING Symbol Units Nominal anchor diameter (in.) INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. de in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit diameter dba in. 3/8 1/2 5/8 3/4 Effective min. in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 her embedment (mm) (51) (51) (83) (79) (102) (95) (121) Min. hole depth no In. 2-5/8 2 -5/8 4 3 -3/4 4 -3/4 4 -5/8 5 -3/4 (mnl) (67) (67) (102) (95) (121) (117) (146) Min. thickness of in. 1/4 3/4 1/4 3/8 3/4 1/8 1 -5/8 tmin fixtures (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness of t in. 2 -1/4 4 2 -3/4 5 -5/8 4 -3/4 4 -5/8 3 -5/8 aw fixture (mm) (57) (101) (70) (143) (121) (117) (92) ft -lb 25 40 60 110 Installation torque Tinst (Nm) (34) (54) (81) (149) Min. dia. of hole d in. 7/16 9/16 11/1f1 13/16 in fixture h (mm) (11.1) (14.3) (17.5; (20.6) • Available anchor in. 3 3 -3/4 5 3 -3/4 4 -1/2 5 -1/2 7 4 -3/4 6 E -1/2 10 5 -1/2 8 10 e inch lengths (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded length in. 7/8 1 -5/8 2 -7/8 1 -5/8 2 -3/8 3 -3/8 4 -7/8 1 -1/2 2 -3/4 5-1/4 6 -3/4 1 -1/2 4 6 including dog point emreaa (mm) (22) (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152) Unthreaded length P unter n. 2 -1/8 2 1/8 3 1/4 4 (mm) (54) (54) (83) (102) • Installation in. 2 -1/4 2 -3/8 3 -5/8 3 -5/8 4 -1/2 4 -3/8 5 -3/8 h„, embedment (mm) (57) (60) (92) (92) (114) (111) (137) 1 The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit. Figure 1 — Kwik Bolt TZ installed M POI I ethread 1 dh I. —, i t eanch %` eunthr d hef hnom h0 o 1E11 1_1 IIII 18 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com 1 en es anol 1- 800 - 879 -5000 1 Hitti (Canada) Corp. 4 ._ P ( ) p. 1 wvnv.htlti.ca 1 Product Technical Guide 2008 J x a - 'y z t r� f x... a r✓ k r r` r f y , . ' { p t t - -. 2- �, g r; W � i �, � F� r � ,h'.:W�' T t t x y � � � �� !, ,, u�, t n,,. .Rs�<.' : , i, . _ - o .: s f ¢� : ` o ,z : nz; Aiwak . ' .� 4Y1Phar ..ce: n Yh nn S Kwik Bolt TZ Expainsion Anchor 4.3.4 Table 2 - Carbon Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter ' INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. d° is 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective min. in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 embedmentl he t (mm) (51) (51) (83) (79) (102) (95) (121) Min. member thickness hm1° in. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Critical edge distance coo in. 4 -3/8 4 5 -1/2 4 -1/2 7 -1/2 6 6 -1/2 8 -3/4 6 -3/4 10 8 9 (mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229) in. 2 -1/2 - 2 -3/4 2 -3/8 3 -5/8 3 -1/4 4 -3/4 4 -1/8 Ca,min (mm) (64) (70) (60) (92) (83) (121) (105) Min. edge distance for in. 5 5 -3/4 5 -3/4 6 -1/8 5 -7/8 10 -1/2 8 -7/8 (mm) (127) (146) (146) (156) (149) (267) (225) saw in. 2 -1/2 2 -3/4 2 -3/8 3 -1/2 3 5 4 Min. anchor spacing (mm) (64) (70) (60) (89) (76) (127) (102) for c > in. 3 -5/8 4 -1/8 3 -1/2 4 -3/4 4 -1/4 9 -1/2 7 -3/4 • (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth h in. 2 -5/8 2 -5/8 4 3 -7/8 4 -3/4 4 -5/8 5 -3/4 in concrete ° (mm) (67) (67) (102) (98) (121) (117) (146) Min. specified lb/in2 100000 84800 34800 84800 yield strength Y (N/mm2) (690) (585) (585) (585) Min. specified lb/in2 125000 106000 106000 106000 ult. strength ° (N /mm2) (862) (731) (731) (731) Effective tensile /Ise in2 0.052 0.101 0.162 0.237 - stress area (mm . (33.6) (65.0) 1104.6) (152.8) Steel strength N Ib 6500 10705 17170 • 25120 in tension sa (kN) (28.9) (47.6) (76.4) (111.8) _ Steel strength Ib 3595 6405 10555 15930 in shear Asa (kN) (16.0) (28.5) (47.0) (70.9) Steel strength in Ib 2255 6405 10555 14245 shear, seismic P s ,sels (RN (10.0) (28.5) (47.0) (63.4) Steel strength in shear, Ib 2130 3000 . 4945 4600 6040 NP concrete on metal deck2 �s,Ceck (kN) (9.5) (13.3) (22) (20.5) . (26.9) Pullout strength Ib 2515 5,515 9,145 8,280 10,680 untracked concrete3 N p,unc r (kN) (11.2) NA NA (24.5) (40.7) (36.8) (47.5) Pullout strength Ib 2270 4,915 cracked concrete N p,c ` (kN) (10,1) NA (21 NA NA Pullout strength concrete N Ib 1460 1460 2620 2000 4645 on metal deck p,de (kN (6.5) (6.5) (11,7) (8.9) (20.7) NP Anchor category 1 Effectiveness factor kuncr uncracked concrete 24 • Effectiveness factor kq cracked concretes 17 V = k /ko,7 1.41 Strength reduction factor eta for tension, steel failure modes8 0.75 Strength reduction factor 49 for shear, steel • failure modes8 0.65 Strength reduction factor e for tension, concrete failure modes, Condition B9 0.65 Strength reduction factor 43 for shear, concrete failure modes 0.70 1 See Fig. 1. 7 See ACI 318 D.5.2.6. 2 NP (not permitted) denotes that the condition is not supported. 8 The KB -TZ is a ductile steal element as defined by ACI 318 D.1. 3 NA (not applicable) denotes that this value does not control for 9 For use with the Toad combinations of ACI 318 9.2. Condition B design. applies where supplementary reinforcement in conformance with • 4 NP (not permitted) denotes that the condition is not supported. ACI 318 D.4.4 is not provided, or where pullout or pryout strength Values are for cracked concrete. Values are applicable to both governs.. For cases where the presence of supplementary rein - static and seismic load combinations. forcement can be verified, the strength reduction factors 5 See ACI 318 0.4.4. associated with Condition A may be used. 6 See ACI 318 D.5.2.2. • Hilti, Inc. (US) 1 -800- 879 -8000 1 www.us.hilti.com I en espenol 1-800-879-5066 I Hilti (Canada) Corp. 1 -800 -363 4458 www.hrlti.ca I Product Technical Guide 2008 319 "y�K 9A.'s, o v0 4 'd F*+a d -F :r 1 "v -, °3a ( x �x x < r r£ w J. ha n i d a l Anch'onng system s'' 4 g . ei v , r - t K k ey s r ` ?� . MOC .. _ :,:k.,,, - , ,, ,k , ' ". r.>:�,s , i' . z,a -' r , f : gg 7 V n .. r e ft; g ,�P r !. o t "k x s ?» , '_ !` , , � .,r,...i, r , u w.:.... .�. ,.0 «.. ,,. ti «,.., ..e" a...?:L.,s..s. .< :!..._:.� ,. �s�e. ✓v,„.., ,z,.z. ...- r,,.., <:� .r KA 4.3.4 Kwik r = ®It TZ Expansion Anchor Table 3 - Stainless Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. do in. 0,375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective min. in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 embedmentt he (mm) (51) (51) (83) ( (102) (95) (121) Min. member thickness hail, in. 4 5 4 6 6 8 5 6 8 6 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) Critical edge distance cac in. , 4 -3/8 3 -7/8 5 -1/2 4 -1/2 7 -1/2 6 7 8 -7/8 6 10 7 9 . (mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229) in. 2 -1/2, 2 -7/8 2 -1/8 3 -1/4 2 -3/8 4 -1/4 4 Gamin (mm) (64) (73) (54) (83) (60) (108) (102) Min. edge distance in 5 5 -3/4 5 -1/4 5 -1/2 5 -1/2 10 8 -1/2 for >_ (mm) (127) (146) (133) (140) (140) (254) (216) in. 2 -1/4 2 -7/8 2 2 -3/4 2 -3/8 5 4 Min. anchor spacing sm1° (mm) (57) (73) (51) (70) (60) (127) (102) for c > in. 3 -1/2 4 -1/2 3 -1/4 4 -1/8 4 -1/4 9 -1/2 7 (mm) (89) (114) (83) (105) (108) (241) (178) Min. hole depth h in. 2 -5/8 2 -5/8 4 3 -3/4 r`• - 3/4 4 -5/8 5 -3/4 in concrete c (mm) (67) (67) (102) (95) (121) (117) (146) Min. specified Ib /in2 92000 92000 92000 76125 yield strength Y (N!mm2) (634) (634) (634) (525) Min. specified f Ibil n2 115000 115000 115000 101500 ult. strength u (N / (793) (793) (793) (700) Effective tensile A in 0.052 0.101 0.162 0.237 • stress area (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength Ib 5980 11615 18630 24055 is tension N sa (kN) (26.6) (51.7) (82.9) (107.0) Steel strength Ib 4870 6880 11835 20050 • in shear (kN) (21.7) (30.6) (52.7) (89.2) Steel strength in tension, Ib • 2,735 seismic2 N sa,sei s (kN) NA (12.2) NA NA NA • Steel strength in shear, Ib 2825 6880 11835 14615 seismic Vsa,seis (kN) (12.6) (30.6) (52.6) (65.0) ' Pullout strength Ib 2630 5760 uncracked concrete 2 N pn,una (kN) (11.7) NA (25.6) 'NA NA 12040 (53.6) Pullout strength cracked Ib 2340 3180 5840 8110 concrete N p n ' Q ( kN) (10.4) (14.1) NA NA NA Anchor category3 1 (26.0) (36.1) Effectiveness factor k uncracked concrete P4 Effectiveness factor cracked concrete 17 24 17 17 17 24 17 `yc.N = kung /kcr 1.41 1.00 1.41 1.41 1.41 1.00 1.41 Strength reduction factor (ti for tension, steel failure modes 0.75 Strength reduction factor 4, for shear, steel failure modes 0.65 Strength reduction factor 4) for tension, concrete failure modes, Condition B 7 0.65 Strength reduction factor 4) for shear, concrete failure modes 0.70 1 See Fig. 1. 2 NA (not applicable) denotes that this value does not control for design. 3 See ACI 318 D.4.4. 4 See ACI 318 D.5.2.2. 5 See ACI 318 D.5.2.6. 6 The KB -TZ is a ductile steel element as defined by ACI 318 D.1. 7 For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. • • " . Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 0 I wwvr.hiltr.ca I Product Technical Guide 2008 w, ±,,. - ,F.. ..4: .t...,,rT.t r 1 , u,a 3 r. x, .., :o x °t ,, e arnc y - Kwik Bolt TZ Expansion Anchor 4.3.4 Figure 2 — Interpolation of Minimum Edge Distance and Anchor Spacing h Sdesign I Cdesign • — as an • � MI 101 _ i / /i 4 t ' C m i n at S > T Ae ,4 '0 I [ '1 I Yom"! �-, ,, z s a -YflX40, , Sdesign S at C> p o i t !9'. AYE J ('+ 1, y,^ �` 0 I NI �� IBI ' . � e h . hmin st,rg 4 ¢ % c,z l .. 1 1 r 1 1 r r 1 4 ,4,, fi" ��� � ` �- Cdesign e ' er ,0 ,4 :, n y 15. r edge distance c , ' %' � n 4 z,'" I Table 4 — Mean Axial Stiffness Values (1000 lb/in.) for Kwik Bolt TZ Carbon and Stainless Steel Anchors in Normal- Weight Concretes Concrete condition carbon steel KB -TZ, all diameters stainless steel KB -TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. Figure 3 — Installation in Concrete over Metal Deck Floor Min. 5/8" Typical 1 , PV ,t4 y T y + d ^.-fr ' ;. +:✓ "q:zd ,,, a '' r ,. if , ' , ff , ` 9 f . , di � b e.:. -e �r ti we. L , ; s A ,a � *: � Min. 3000 psi Normal or Sand S ao ce °C >& ,;, d� Y " �� � L ightweight Concrete i , 6 b > gl i, , ,,,,,i 2 fi � 4 "+», ' 6 44,. Y ,:x ,,, e ✓ um� PP � , :?*;0 4 x y - r '.4 Flute � � ' , ,,.3`,. . rw (Valley) , Minimum � No. 20 Gauge Min. 4 -1/2" „ Min. 4-1/2" Steel Deck Lower Flute k---- Max. 1" Offset Typical (Ridge) Hilti, Inc. (US) 1-800-879-8000 I www.us.hdti.com I en espar'Iol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1 I www.hilti.ca I Product Technical Guide 2008 321 , rn4 ` -qre.. @; sl ?t i x d I Nf A'.3F x u "0 / _a y f fj c d S S r s f Y' ;Mecharncal �a W L 2 ^ 4 uy h f y :' v`r r rf j t ` ', { 'v x X m .s.a t.. ;t:. a� ,w... .r,, c.. �i' l 3e, x r :t E / J -�e saes y r 4 a ad.�,1, ff i F i • 4.3.4 Kwik Bo it TZ Expansion Anchor Allowable Stress Design • Design values for use with allowable stress design (working stress design) shall be established as follows: Ranow,aso= {7d where R Rk represents the limiting design strength in tension (d? N„) or shear ( V„) as calculated according to ACI 318 D.4.1.1 and D.4.1.2 Table 5 — The value of a shall be taken as follows: Reference for strength a reduction factors including seismic excluding seismic ACI 318 D.4.4 1.1 1.4 • ACI 318 D.4.5 1.2 1.55 • Table 6 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal- Weight Uncracked Concrete, Condition B (Ib)1,2.3,4 Concrete Compressive Strength Nominal Embedment f'c= 2500 psi f' 3000 psi f `c= 4000 psi f'c= 6000 psi • Anchor Depth h Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 1/2 2 1576 1576 1726 1726 1993 1993 2441 2441 • 3 - 1/4 2561 2674 2805 2930 3239 31.'.83 3967 4143 5/8 3 - 1/8 3078 3078 3372 3372 3893 3E93 4768 4768 4 4246 4457 4651 4883 5371 5638 6578 6905 3/4 3 -3/4 3844 4046 4211 4432 4863 5118 5956 6268 4-3/4 4959 5590 5432 6124 6272 7071 7682 8660 1 _Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 - and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -05 0.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete breakout strength N by the strength reduction 0 factor of 0.65 and dividing by an a of 1.4 according to CC ESR -1917 Section 4.2. Nu is calculated as per ACI 318 -05 D.5.2.2. This load may be adjusted for other concrete s- rengths according to CC ESR -1917 Section • 4.1.3 by using the following equation. ,/ f'c Nb,t'c = N b V 2500 Table 7 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal- Weight Cracked Concrete, Condition B (1b) Concrete Compressive Strength Nominal Embedment f'c= 2500 psi f'c= 3000 psi f'c= 4000 psi . f' 6000 psi Anchor Depth h Carbon Stainless Carbon Stainless .Carbon Stainless Carbon Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel S Steel . 3/8 2 1054 1086 1155 1190 1333 1374 1633 1683 1/2 2 1116 1476 1223 1617 1412 1868 1729 2287 3-1/4 2282 2312 2500 2533 2886 2925 3535 3582 5/8 3 2180 2180 2388 2388 2758 2758 3377 3377 4 3157 2711 3458 2970 3994 3430 4891 4201 3/4 3 - 3/4 2866 3765 3139 4125 3625 4753 4440 5833 4 - 3/4 4085 4085 4475 4475 5168 5158 6329 6329 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. • 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the pullout strength N by the strength reduction $ factor of 0.65 and dividing by an a of 1.4 according to ICC ESP-1917 Section 4.2. See Table 2 for N This Toad may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. Npn,cr,f' = Npn,cr f'c 2500 9 4s; N i,. x. .:. �... ? , S - „ .. . .. xx.,ca'xlv .,, . o . 2 Hilti, Inc. (US) 1 -800- 879 -8000 I www.us.hilti.com I en espan r, ol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1 -800- 363 -4458 I ww hilti.ca I Product Technical Guide 2008 n { z. v s a a � ,,;. � �'' S .�' F Est, I a � � t w t .�' `� `s x s / Y '� k R , Y L T Gr n 4 .. F .0 V,Vi v , 2a . 4,. ,.,r,.rA e.ai.,>.... ,.,.. ,, , r a , Mecharnca =, , o r mg Systems: • ,..�,.✓�, � ;� 3 t„ . ,.,, .Y , . .� ...�i.�a..o,.E..S.,.^.. ..P9< a..<.,. F � �: h.� z , _... : � : C_. 'i; ,. ., • , .. Kwak ®it TZ Expansion Anchor 4.3.4 Table 8 - Kwik Bolt TZ Carbon and Stainless Steel • Allowable Static Shear (ASD), Steel (Ib)t,2 Nominal Allowable Steel Capacity, Static Shear Anchor = Diameter Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 3/4 7396 9309 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable static shear loads are calculated by multiplying V, by the strength reduction (I) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. See Table 2 for V, . Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal- Weight Cracked Concrete, Condition B (Ib)1,2,3,4 Concrete Compressive Strength Nominal Embedment f 'c= 2500 psi f' 3000 psi f'c= 4000 psi f 'c= 6000 psi Anchor Depth h Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 • 1006 1037 1102 1136 1273 1312 1559 1607 1/2 2 1065 1212 1167 1328 1348 1533 1651 1878 3 -1/4 2178 2207 2386 2418 2755 2792 3375 3419 . 5/8 3 -1/8 2081 2081 2280 2280 2632 2632 3224 3224 4 3014 2588 3301 2835 3812 3274 4669 4010 3/4 3 -3/4 2736 3594 2997 3937 3460 - 4546 4238 5568 • 4 -3/4 3900 3900 4272 4272 4933 4933 6042 6042 = 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of R as per ACI 318 -05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See AC( 318 -05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACl 318 -05 D.4.4 is not provided, or where pullout or pryout strength govems. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be us:d. 4 Allowable seismic tension toads for 2,500 psi are calculated by multiplying the pullout strength N by the strength reduction 4> factor of 0.65, then multiplying by a 0.75 factor describe in ACI 318 -05 0.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for N This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. f'c Npn,cr,f'c = Npn,cr 2500 Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (Ib)t,2 Nominal Allowable Steel Capacity, Seismic Shear Anchor Diameter Carbon Steel Stainless Steel . 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values' are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear loads are calculated by multiplying K s e is by the strength reduction 4) factor of 0.65, then multiply by 0.75 as per ACI 318- 05 0.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for Vi. • • • ....,. ::v. ,, .1,.. r.,.c. ..., �>,. .. :: .'..<,. ,. , e.. '., .: ;g..x .,. ,:. l .£ . „. 'y. -x, ,.. .�, �.. : >::�> i4.ii .,, ::i,... !:!. m . «.,;; �..,,a Hilti, Inc. (US) 1 - 800 - 8000 1 www.us.hilti.com I en espanol 1 -800- 879 -5000 I Hdti (Canada) Corp. 1- 800 -363 4458 I www.hilti.ca I Product Technical Guide 2008 323 Me c h a n i ca l A � s s.• d o. •r w . M s 7 ° r' s z of �& s, e ! n � s� r r 9 Sy > y d re ^a i 4 � ' P i a v ti .r 7 G v r LN b - . sr'.. , . ,, „T' t ,, al + . .. , tr. ; c x �'z y s 7-J . . x ' t . 7 x a S r i ry ,.. >7 fi t y s _ r ,'�,. ,....., c_, «.. +<.t ,,,...an..a ,r...,E�✓.. :,, t�,,..z,u. . � y „xs.,:�;v�..r �3 .�..�✓I'raa�s+.. 3,�v z a r 4.3.4 Kwik molt TZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), . Installed into the Underside of a Lightweight Concrete over Metal Deck S(ab Nominal Embedment Tension Tension Shear Shear Anchor Depth h Seismic non - Seismic Seismic non - Seismic Diameter (in.) (Ib) (Ib) (I1) (Ib) 3/8 2 709 743 . 944 989 1/2 2 709 743 • • 1230 1393 1/2 3 -1/4 1272 1333 2192 2296 5/8 3 -1 /8 971 1017 2G39 2136 5/8 4 2255 2362 2677 2804 1 Pullout strength values Npn,deck are for anchors installed in lightweight concrete having a minimum 2,500 psi compressive strength a: the time of installation. See Table 3 ESR -1917. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted for other lightweight concrete compressive strengths according to ICC ESR -1917 Section 4.1.3 using the following equation: Npn,deck,f'c = Npn,deck V 2500 (lb, psi) 2 Minimum anchor spacing along the flute shall be the greater of 3.0 he or 1.5 times the flute width in accordance with ICC ESR -1917 Section 4.1.3. 3 Anchors in the Tower flute may be installed with a maximum 1 -inch offset in either direction. See Figure 5 in ESR -1917. 4 Allowable seismic tension and shear loads are calculated by multiplying Npf,deck and Vsa,deck by the strength reduction 4) factor of 0.Ei5, the seismic reduction 4) factor of 0.75 according to ACI 318 D3.3.3, and then divided by an a of 1.1 according to ICC ESR -1917 Section 4.2. 5 Allowable non - seismic tension and shear loads are calculated by multiplying Npn,deck and V» deck by the strength reduction 4> factor c10.65 and dividing by an cc of 1.4 according to ICC ESR -1917 Section 4.2. Table 12 — Kwik Bolt TZ Length Identification System Length ID marking A 8 C D 5 F G H I J K L M N 0 P 0 R S T U V W on bolt head Length of From 1 2 2 3 31/2 4 4 5 5 6 61/2 7 7 8 812 9 91 10 11 12 13 14 15 anchor, Up to but evnch din.) not 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 11 12 13 14 15 16 including Figure 4 — Bolt Head with Length Identification Mark and Kwik Bolt TZ Head Notch Embossment t . i�t t xs rr ar l5 :: '' Ott x 1 W r ,, 7 6, 1 , z.,, co ” 4 : JJ y x i�: f • .`G:= .ii. £' ..• y . . : : ;;;; : ,, „ ,r, ; : iv:.sy: 3 ,k i.,.: L L ,,T? a .;;. :.t „Hm';�.. S ✓... i..>a:, Ar'::.,.:, a .e i...,nt'7... ?4 Hilti, Inc. (US) 1- 800- 879 -8000 1 www.us.hilti.com 1 en espanol 1- 800 - 879 -5000 1 Hilti (Canada) Corp. 1 -800- 363 -4458 1 wwvr.hilti.ca I Product Technical Guide 2008 ,. v FULCU -- , . - . , . • wwwaolco.com a brand ' oiNIBCO Revision 10/24/2007 Fig. 75 - Swivel Attachment Size Range — 3/8" Rod Attachment Material — Carbon Steel Function — There are three recommended applications for this product: May be used as a Branch Line Restraint for structural attachment to anchor bolt, beam clamp, etc. May ��� be used in a pitched or sloped roof application, to meet — ' 1 requirements of NFPA 13 (2002) Sec 9.1.2.5. May be used as an upper attachment with short hanger rod to omit seismic bracing (per UBC97). Approvals — Underwriters' Laboratories Listed in the USA (`` ( UL ) a nd Canada ( cUL ) t o support G p port up to 4" pipe. Meets 11 I requirements of Uniform Building Code (UBC) 1997 Table O, Section 3.B. Q 41 dpp liv Finish — Electro- Galvanized — I Order By — Figure number I y j /7'.'-' . 3 1 #..,. q . r ` " o, .. is i. "v im x d i k . ' ni �� 1 o € _ ,. era..`'' 1 a ". `.s3bfia )....)t't.z� #, f €.. I. • I : .. I '°" In i - E 7'. .: E p § 4, ". . . 7 f May be used as a structural attachment component of a ` i l';44 be 6.404 004t r It *tti i haVrcii ascot: Pe €s 1 � a ; f,� i to tr rewe '' branch line restraint d .. s srr4 �' (' UB of NFPA 13 ( ) 9 t :a. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800 786.5266 65'' www.tolco.com � T ®LCO , - www.tolco.colm a brand ot NIBCO' Revision 12/3/2008 Fig. 4L c0 US LSTED . Longitudinal "In- Line'' Sway Brace Attachment 44 srw•000* ■ Size Range - 2" through 8" IPS. - Material - Carbon Steel Function For bracing pipe against sway and seismic disturbance. ,: Approvals - Underwriter's Laboratories Listed in the USA (UL) and i;; Canada (cUL) 2" - 8 ". Approved by Factory Mutual Engineering (FM), 2" - 8" pipe. Installation Instructions — The Fig. 4L is the "braced pipe" attachment 1 \." component of a longitudinal sway brace assembly. It is intended to be D A combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and /or OSHPD guidelines should be followed. To Install — Place the Fig. 4L over the pipe to be braced and tighten j bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to . proper brace angle. Finish - Plain �— Note — Available in Electro- Galvanized and HDG finish. - Order By - Figure number, pipe size and finish. `0, Dimensions •Weights . 1 ? Max. Rec. * Max Rec. PP 1 - 4 (cULus) (FM) E t ) Sizes A C D Bolt Load Lbs. Load Lbs. A rox. Size Wt. /100 I l 21 6 /16 21 2 1/2 2015 3000 253 I 1 3 7 2 al/16 1/2 2015 1550 268 .i f —= 4 8 3 3 1/2 2015 1550 348 10i 5 9 3 4 1/2 2015 1450 380 Longitudinal Brace 6 11 5 51/2 1/2 2015 1450 640 8 13 6 6 1/2 2015 1450 728 , ,. " o *Load shown is allowable with brace installed, between 30° 90 °. No reduction of load based on brace angle is required. ^ . FM approved when used with 1", 1W, 11" or 2" Sch. 40 brace pipe. Fr' 111 4 -Way Riser Brace (Plan view) . TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non -TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX. 951.737.0330 CUSTOMER SERVICE • 800.786.5266 29 www.rolco.com .,--. o _ o,. ,. ,. . , _ . www.tolco.com braqd Revision 6/11/2008 • Fig. 980 - Universal Swivel Sway Brace Attachment G Ous us o ' Size Range — One size fits bracing pipe 1" thru 2 ", TOLCO 12 gauge channel, and all 4> structural steel up to 1/4" thick. • Material — Carbon Steel Component of State of Function — Multi- functional attachment to structure or !�` California OSHPD Approved Seismic Restraints System braced pipe fitting. Features — This product's design incorporates a concen- tric attachment opening which is critical to the N .,,.. \ H of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table Toad values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Nt Installation — The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and /or OSHPD guidelines should be followed. To Install — Place the Fig. 980 onto the "bracing pipe ". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. _ Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional Toad, spacing and placement information - relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish — Plain Note — Available in Electro- Galvanized finish. Order By — Figure number and finish. / 4., PATENT #6,273,372 e NV1/ \ ■I , / Lateral Brace Dimensions • Weights Max. Design * *Max. Design Approx. A B H* Load Lbs. Load Lbs. (cULus) (FM) Wt./100 5 1 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. ** Load shown is allowable with brace installed, between 30° - 90 °. No reduction of load based on brace angle is• required. . TOLCO brand bracing components are desgined to be compatible ONLY with other TOLCO brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO brand bracing components, in the instance that such TOLCO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non -TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 161 www.tolco.com v T ®LCO WW W•10 a brand of NIBCO Revision 10/24/2007 Fig. 1001 - Sway Brace Attachment C UCiST£0 Size Range — Pipe size to be braced: 21/2" thru 8" IPS.* Pipe size used Component of State of for bracing: 1" and 11/4" Schedule 40 IPS. California OSHPD Approved Material — Carbon Steel r.. Seismic Restraints System Function — For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features — Can be used to brace schedules 7 through 40 IPS. Field * adjustable, making critical pre- engineering of bracing pipe length unnec- essary. Unique design requires no threading of bracing pipe. Can be used as a component of a four -way riser brace. Comes assembled and ready for installation. Fig. 1001 has built -in visual verification of correct , installation. See installation note below. Installation Note — Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads Maximum Design Load bottom out. A minimum of 1" pipe extension is recommended. Sch 7 - 1600 lbs. Brace pipe can be installed on top or bottom of pipe to be Sch 10 & 40 w /1" Brace. Pipe - 2015 lbs. braced. Sch 10 & 40 w /1 Brace Pipe - 2765 lbs. Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and place- - ment information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note — Available in Electro- Galvanized and HDG finish. Order By — Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. it Important Note — The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To f I ensure performance, the UL Listing requires that the Fig. 1001 must t t. be used only with other TOLCO bracing products. The Fig 1001 \ is not intended for use with the Fig. 907 4 -Way Longitudinal Brace 1 Attachment. t US AND INTERNATIONAL PATENT APPLICATION IN PROCESS I 3 l f 1 v i (3 ( 7 )s / ' 0 itii OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH 951 737 5599 • FAX 951.737.0330 166 CUSTOMER SERVICE • 800.786.5266 www.tolco.com - ui't tlItt.SIUY suu m1 1 utst, (10.1 oz): Item No.: 00259579 - Hilt... http: / /www.us.hilti.com/holus/ modules /prcat /prca_product.jsp ?OID =1 Catalog Firestop Systems Sealants FS -One High Performance Sealant FS -ONE FIRESTOP 300 ml TUBE (10.1 oz): Item No.: 00259579 Related Products Don't stop here! Hilti offers system solutions for a Enlarge photo variety of applications. Consider these additional Technical Data products FS -One is an intumescent firestop sealant designed to Product Description exposed to fire. It helps protect combustible and non-( Online shopping penetrations. Providing up to a 4 hour fire rating. Package quantity Packaging Tube, Foil Pack, & Pail 1 Examples Sealing around plastic pipe penetrations in fire rated ci Number of packages 1 Intumescent Yes Maximum Temperature 100 °C, 212 °C Add to cart Resistance Add to list Pipe diameter Metal, Noncombustable Pipe Up to 762 mm Paintable Yes Technical Data Chemical composition: Water -based intumescent acryl Density: Approx. 1.5 g /cm3 Storage Requirements Store only in original package in a cool, dry place in a 5 °C and 30 °C. Respect the expiration date on the pacl, 1. Surface Burning Flame Spread 0 (ASTM E84-96) Index Surface Burning Smoke 5 (ASTM E84-96) • Development Index • Tack Free Cure 20 - 30 minutes Fire Resistance Up to 4 Hours Elongation at Break 5% Curing Time 14 -21 days Color Red Base Materials Concrete, DEF: Masonry, Drywall, Wood UL Classified, UL 1479, Factory Mutual FM Approved, Approvals /Listings ICBO Evaluation Service Inc. Report No. 5071, California State Fire Marshall Listing No. 1200:108, City of New York MEA 326 -96 -M, City of Los Angeles Research Report 25188, CUL Classification Durable fire sealant for insulated metal pipes, non -inst Applications with or without sleeve, jacketed cables, cable bundles, top of wall joints. Application 2 - 38 °C / 35 - 100 °F Temperature 1 Substrate Volume 18 in Package Quantity 1 Package Contents One 300 ml tube (10.1 fl. oz.) Ordering Name FS -ONE FIRESTOP 300 ml TUBE (10.1 oz) Movement Capability 5 cyo Method of Application Caulking Hilti. Outperform. Outlast. )f 2 7/9/0006 1.07 ulvt t1K�J I u1' SUU ml I UBE, (10.1 oz): Item No.: 00259579 - Hilt... http: / /www.us.hilti.com/holus/ modules /prcat /prcaj,roduct.jsp ?OID =1 •., ti Hilti = registered trademark of Hilti Corp., FL -9494 Schaan, Principality of Liechtensteir © 2001 - 2005, Right of technical and programme changes reserved, S.E. & 0. if 2 1/Q/N IA 141' FPS ovO -OW,,T October 6, 2010 RE: FIRE SPRINKLER TI Project Information Building Permit: FPS2010 -00095 Construction Type: 2 -A Tenant Name: Triangle Point Occupancy Type: B Address: 13333 SW 68 Pkwy. Occupant Load: NA Area: NA Stories: 4 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; National Fire Protection Association, Standard 13 (NFPA 13)2007 edition and the State of Oregon Fire Code (OFC) 2007 edition. Please respond to the following conditions; 1) Please provide hydrant flow test on hydrant immediately outside of building or as approved by the building official. 2) Please provide plans stamped by a fire protection engineer. When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Dan Nelson, Senior Plans Examiner (503)718 -2436 dann @tigard - or.gov FPS Div coo S TUALATIN VALLEY WATER DISTRICT Test #: 906 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: .2S1W1 D13HSO Location: 68TH PKWY 13315 ADDRESS Date: 10/612010 Test made by HERB & DAVID _ Witness: Time: 2:15 Proiect name; Discharge coefficient: .54816 Inside dia. of outlet = 4.5 inches Pitot reading ta 43 psi Pitot 2 = 0 psi Observed flow rate = 2170.6 gpm Flow method: HOSE MONSTER Static pressure: 106 psi Residual pressure: 74 psi Flow at 20psi residual pressure (calculated): , 3702 gpm 6n "G' • Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. a . Gage Information: Static and residual pressure vase: 101097 -3 Pitot awe: - 0414101 Hydrant information: Num r> Wrote. Flow hydrant: 2S1W1D13HSO 1974 MUELLER see map for location Read hydrant: 2S1W1D12HSO 1996 KENNEDY see map for location Remarks: The mapping, flow or pressure information contained herein reflects condit ions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system andlor because flow and pressure may vary by time of day and season. Test gage caliibration Information available upon request. • ,Y� .i .. Jl d 1' I i /..> . / \ i o -� `p 13000 I ,1 /t if J „ f , 2: 5 13010 L 5 ?yam' F -P, : < 1� � �b ry . _, i T i Y ;,TD� 6'5 �. a "3 : � t 68 ,3,90 c ,. a ,'s ... mor x 2 VARNS '7 x iiir I, Water served by Tigard . ' � 1342, a , /D LO P 1at,s >- FIR • 0 Water se ed by Tiga d z 0 ,J : m i 1 s --„,_ 1 ' . 13333 • , L . N , _, .. I FIRE PROTECTION CONSULTING 3115 NW 132n Place, Portland, OR 97229 -7037 Phone 503 - 531 -8717 Fax 503 - 531 -8564 e-mail dgessert @frontier.com Transmittal Date: October 7, 2010 Patriot Fire Protection To: 4708 NE Minnehaha St Vancouver, WA 98661 Attention: Jeff Collins From: David Gessert, P. E. Fire Protection Engineer Subject/Project: Triangle Pointe Fire Sprinkler Design Review Job No.: 2010 -67 Number of pages: 2 Enclosed please find: 1 Fire sprinkler shop drawings of five sheets each and hydraulic calculations of three calcs each for the Triangle Pointe project sealed with my Professional Engineer's stamp and component manufacturer's data sheets On the as -built drawings for the Triangle Pointe fire sprinkler design and future applicable designs: 1. Show complete water flow test results including: a. Location and elevation of static and residual test gauge with relation to eth riser reference point b. Flow location c. Static water pressure d. Residual water pressure e. Flow rate f. Date g. Time h. Who provided the information Reference: NFPA 13 2007 22.2.1 2. Show information and calculation for remote area reductions. Transmittal to Jeff Collins October 7, 2010 Page 2 of 2 3. Drawing FP -3 Sheet 3 of 5 — Preaction Detail — Show air compressor manufacturer and model. 4. Normally standpipes are installed in a building with a story more than 30 feet above the lowest level of fire department vehicle access. Verify standpipes are or are not required for the project. Reference: Oregon Structural Specialty Code 2010 905.3.1 For future projects provide me with one extra submittal package than you would like returned. The extra set is for my use and retention. During my review, my set often gets marked up so it isn't normally suitable to be returned. In reviewing one set that is stabled together, extra time gets used. [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] reS 4708 NE MINNEHAHA ST VANCOUVER, WA 98661 FIRE PROTECTION TEL (360)699-4403 FAX 360 699d486 AU G 31 2010 crry WUI:OO NG DiVIS1ON Triangle F'onte ", • HYDRAULIC CALCULATIONS JOB # 32 -9690 August 3 1 , 20 1 0 TACOMA,WA OFFICE www.patriotfire.com SPOKANE, WA OFFICE TEL (253) 926-2290 PATRIFP099CF TEL (809) 9263428 FAX (263) 9224160 FAX (609) 926 -33708 e PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS FOR TRIANGLE POINTE FILE NUMBER: 9690 1ST FL DATE: AUG 30, 2010 - DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 969 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. MAX NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 170.2 gpm TOTAL WATER REQUIRED (including hose): 270.2 gpm FLOW AND PRESSURE (@ 1 -RH): 170.2 gpm @ 50.7 psi SPRINKLER ORIFICE SIZE: 3/4 inch /8K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION INC: DESIGN /LAYOUT BY: DARREN ENGLERT AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. R �p PR pF PETERSBURG, TN 37144 PETERSBURG, TN 37144 „\G`Nk-F. iS',O Items listed in bold print are automatically transfered - 9 . cotalic . 1 GON 1 1,, eb 16 14� Q& /D J. G`S � ' I E_X I ,: o/JJ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/30/2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \1ST FLOOR.SDF `. JOB TITLE: Triangle Pointe - 1ST Floor WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 110.0 80.0 2119.5 109.3 270.2 70.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 270.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 170.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1 12.0 K= 9.20 12.9 33.0 ,` 1 -2 12.0 K= 5.26 12.0 18.2 1 -3 12.0 - - - - 13.2 - - - 1 -4 12.0 ' K= 9.20 14.5 35.0 7 1-5 12.0 - - - -- 21.6 - - .- 1-7 12.0 K= 9.20 20.4 41.6 1 -8 12.0 - - - - 22.2 - - - 1 -9 12.0 K= 9.20 21.3 42.4 1 -10 12.0 - - - - 28.0 - - - 1 -11 12.0 - - - - 32.1 - - - 1 -12 12.0 - - - - 42.5 - -- - 1-RH 3.0 - - - - - 50.7 - - - R -3 -2.0 - - - - 52.9 - -- - R -2 -2.0 - - - - 54.6 - - - R-1 -2.0 - - - - 55.0 - - - BFI -2.0 - - - - 55.0 - - - BF2 -2.0 - - - - 60.0 - - - RB -3.0 - - - - 60.6 - - - A -3.0 - - - - 60.7 - - •- B -3.0 - - - - 70.7 - - - C -3.0 HOSE STREAM 71.4 100.0 SRC 2.0 SOURCE 70.0 270.2 T. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/30/2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \1ST FLOOR.SDF T. JOB TITLE: Triangle Pointe - 1ST Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -33.0 1.508 PL 5.33 PF 0.3 1 -1 12.0 9.2 12.9 33.0 5.9 120 FTG - - -- PE 0.0 1 -3 12.0 0 . 0 13.2 0.0 0.056 TL 5.3.3 PV Pipe: 2 -18.2 1.089 PL 7.33 PF 1.2 1 -2 12.0 5.3 12.0 18.2 6.3 120 FTG T PE 0.0 1 -3 12.0 0.0 13.2 0.0 0.091 TL 13.33 PV Pipe: 3 -51.2 1.508 PL 10.67 PF 1.3 1 -3 12.0 0.0 13.2 0.0 9.2 120 FTG - - -- PE 0.0 1 -4 12.0 9.2 14.5 35.0 0.126 TL 10.67 PV Pipe: 4 -86.2 1.508 PL 14.25 PF 7.0 1 -4 12.0 9.2 14.5 35.0 15.5 120 FTG T PE 0.0 1 -5 12.0 0.0 21.6 0.0 0.332 TL 21.25 PV , Pipe: 6 -41.6 1.508 PL 14.25 PF 1.8 1 -7 12.0 9.2 20.4 41.6 7.5 120 FTG T PE 0.0 1 -8 12.0 0.0 22.2 0.0 0.086 TL 21.25 PV Pipe: 7 42.4 1.508 PL 3.75 PF 1.0 1 -8 12.0 0.0 22.2 0.0 7.6 120 FTG T PE 0.0 1 -9 12.0 9.2 21.3 42.4 0.089 TL 10.75 PV Pipe: 8 - 86.2 2.250 PL 14.00 PF 0.7 1 -5 12.0 0.0 21.6 0.0 7.0 120 FTG - - -- PE 0.0 1 -8 12.0 0.0 22.2 0.0 0.047 TL 14.00 PV Pipe: 9 -170.2 2.723 PL 62.33 PF 5.7 1 -8 12.0 0.0 22.2 0.0 9.4 120 FTG ET PE 0.0 1 -10 12.0 0.0 28.0 0.0 0.066 TL 87.33 PV Pipe: 10 -170.2 2.723 PL 43.83 PF 4.1 1 -10 12.0 0.0 28.0 0.0 9.4 120 FTG T PE 0.0 1 -11 12.0 0.0 32.1 0.0 0.066 TL 62.83 PV Pipe: 12 -170.2 2.723 PL 109.29 PF 10.5 1 -11 12.0 0.0 32.1 0.0 9.4 120 FTG 2E2T PE 0.0 1 -12 12.0 0.0 42.5 0.0 0.066 TL 159.29 PV Pipe: 13 -170.2 2.723 PL 10.50 PF 4.2 1 -12 12.0 0.0 42.5 0.0 9.4 120 FTG ETCB PE 3.9 1 -RH 3.0 0.0 50.7 .0.0 0.066 TL 64.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/30 /2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \1ST FLOOR.SDF JOB TITLE: Triangle Pointe - 1ST Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 14 -170.2 4.328 PL 5.00 PF 0.1 1 -RH 3.0 0.0 50.7 0.0 3.7 120 FTG E PE 2.2 R -3 -2.0 0.0 52.9 0.0 0.007 TL 14.00 PV Pipe: 15 -170.2 4.328 PL 160.00 PF 1.7 R -3 -2.0 0.0 52.9 0.0 3.7 120 FTG 6ET PE 0.0 R -2 -2.0 0.0 54.6 0.0 0.007 TL 245.00 PV • Pipe: 16 -170.2 4.328 PL 25.00 PF 0.4 R -2 -2.0 0.0 54,.6 0.0 3.7 120 FTG 2EB PE 0.0 R -1 -2.0 0.0 55.0 0.0 0.007 TL 59.00 PV Pipe: 17 -170.2 4.328 PL 0.50 PF 0.0 R -1 -2.0 0.0 55.0 0.0 3.7 120 FTG - - -- PE 0.0 BF1 -2.0 0.0 55.0 0.0 0.007 TL 0.50 PV Pipe: 18 FIXED PRESSURE LOSS DEVICE BF2 -2.0 0.0 60.0 0.0 5.0 psi, 170.2 gpm BF1 -2.0 0.0 55.0 0.0 f Pipe: 19 -170.2 4.328 PL 2:00 PF 0.1 BF2 -2.0 0.0 60.0 0.0 3.7 120 FTG 2E PE 0.4 RB -3.0 0.0 60.6 0.0 0.007 TL 20.00 PV Pipe: 20 -170.2 4.220 PL 10.00 PF 0.1 RB -3.0 0.0 60.6 0.0 3.9 140 FTG - - -- PE 0.0 A -3.0 0.0 60.7 0.0 0.006 TL 10.00 PV Pipe: 21 FIXED PRESSURE LOSS DEVICE B -3.0 0.0 70.7 0.0 10.0 psi, 170.2 gpm A -3.0 0.0 60.7 0.0 Pipe: 22 -170.2 4.220 PL 75.00 PF 0.8 B -3.0 0.0 70.7 0.0 3.9 140 FTG ETG PE 0.0 C -3.0 H.S. 71.4 100.0 0.006 TL 129.00 PV Pipe: 23 _. -270.2 6.280 PL 300.00 PF 0.7 C -3.0 H.S. 71.4 100.0 2.8 140 FTG ETG PE -2.2 SRC 2.0 SRCE 70.0 (N /A) 0.002 TL 374.00 PV - ///i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/30/2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \1ST FLOOR.SDF JOB TITLE: Triangle Pointe - 1ST Floor NOTES (HASS) : (1) Calculations were performed by the HASS 8.1 computer program under license no. 3808132120 granted. by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659 -9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.129 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.5 ft /sec at pipe 4. (4) PIPE FITTINGS TABLE ' Pipe Table Name: PATRIOT.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A. D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.089 2.40 6.00 2.40 6.00 7.20 1.20 12.00 12.00 6.00 2.250 7.56 15.12 4.53 16.63 9.07 1.51 15.12 15.12 15.12 PAGE: F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D __ 45e11 Ell Tee ChkVa BFV GateVa AlmVa DPV 1.508 1.00 4.00 7.00 9.00 0.00 0.00 0.00 0.00 2.723 3.00 6.00 19.00 19.00 10.00 1.00 10.00 18.00 4.328 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.00 0.00 0.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 0.00 0.00 4 • � G O WATER SUPPLY ANALYSIS 120.0 H °• ^----- Static: 110.00 psi Resid: 80.00 psi 2119.5 gpm ~ LEGEND 1 , Available pressure t w 1 109.34 psi @ 270.2 gpm 2 M Required pressure H N G .00.0 69.99 psi @ 270.2 gpm ° Y• F A A. Source Supply Curve W o B. System Demand Curve U G H m E roZ 80.0 0 ill H. r �o rt 7 R 2 m o x + tri S y S 60. M m H / H U m 'zJ O1 �] 1 - le Ley R 0 o E o n C) D ( 40.0 n o b (21 S H � H n O ) 20.0 m m r � K m 0.0 B -14.7 H • ro 600 900 1200 1500 1800 2100 2400 2700 3000 0 FLOW (GPM) • w cn w m rn • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/30/2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \1ST FLOOR.SDF JOB TITLE: Triangle Pointe - 1ST Floor WATER SUPPLY CURVE 120+ 1 1 1100\ I \\ I \ 1 \\ 100+ \\ I \ \\ 1 \\ 90+ \\ 1 \\ 1 \ P 80+ * < -80.0 psi @ 2120 gpm R 1 Flow Test Point E S S 70X U 1 E • 60+ ( I P I s 150+ 1 40 30+ 20+ LEGEND " ft I " 1 X = Required Water Supply 69.99 psi @ 270.2 gpm ` 10+ 1 0 = Available Water Supply " 109.34 psi @ 270.2 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/30/2010 TRIANGLE POINTS \9690 CALCULATIONS \HYDRAULIC \1ST FLOOR.SDF JOB TITLE: Triangle Pointe - 1ST Floor 11 0 + +- + +--- - -- -+ + -- +-- -- - - - - -+ + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4706 NE MINNEHAHA STREET VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS FOR TRIANGLE POINTE FILE NUMBER: 9690 3RD FL DATE: AUG 30, 2010 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 1115 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. MAX NUMBER. OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 214.7 gpm • TOTAL WATER REQUIRED (including hose): 314.8 gpm .FLOW AND PRESSURE (@ 3 -RH): 214.7 gpm @ 64.8 psi SPRINKLER ORIFICE SIZE: 3/4 inch /8K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION INC. DESIGN /LAYOUT BY: DARREN E,NGLERT AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3s:: HRS SYSTEMS, INC. �� "OFF 0) PETERSBURG, TN 37144 PETERSBURG, TN 37144 iL Items listed in bold print are automatically transfer , om 3 �tB•Eai. _ , : tic O': •N ti 't Q 5 • 1 � • 0 6 AO* SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/30/2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \3RD FLOOR.SDF ii JOB TITLE: Triangle Pointe - 3rd Floor WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC_ 110.0 80.0 2119.5 109.1 314.8 103.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 314.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 214.8 GPM NODE ANAL`SIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 3 -1 41.0 K =11.20 8.7 33.0 3 -2 41.0 - - - - 11.9 - - - 3 -3 41.0 K =11.20 9.2 33.9 3 -4 41.0 - - - - 12.6 - - - 3 -5 41.0 K= 5.60 14.7 21.5 3 -7 41.0 - - - - 21.6 - - - 3 -8 41.0 K= 5.60 21.3 25.9 3 -10 41.0 K =11.20 19.7 49.7 3 -11 41.0 - - - - 22.0 - - - 3 -12 41.0 K =11,20 20.5 50.7 3 -13 41.0 - - - - 31.3 - - - 3 -14 41.0 - - - - 37.9 - - - 3 -15 41.0 - - - - 54.2 - - - 3 -RH 31.5 - - - - 64.8 - - - R-3 -2.0 - - - - 79.8 - - - R-2 -2.0 - - - - 82.4 - - - R-1 -2.0 - - - - 83.0 - - - BF1 -2.0 - - - - 83.0 - - - BF2 -2.0 - - - - 88.0 - - - RB -3.0 - - - - 88.6 - - - A -3.0 - - - - 88.7 - - - B -3.0 - - - - 103.7 - - - C -3.0 HOSE STREAM 104.9 100.0 SRC 2.0 SOURCE 103.7 314.8 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/30/2010 TRIANGLE POINTE \9690 'CALCULATIONS \HYDRAULIC \3RD FLOOR.SDF JOB TITLE: Triangle Pointe - 3rd Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -33.0 1.089 PL 5.32 PF 3.3 3 -1 41.0 11.2 8.7 33.0 11.4 120 FTG T PE 0.0 3 -2 41.0 0.0 11.9 0.0 0.274 TL 11.92 PV Pipe: 2 -33.0 1.508 PL 12.00 PF 0.7 3 -2 41.0 0.0 11.9 0.0 5.9 120 FTG - - -- PE 0.0 3 -4 41.0 0.0 12.6 0.0 0.056 TL 12.00 PV Pipe: 3 -33.9 1.089 PL 5.92 PF 3.4 3 -3 41.0 11.2 9.2 33.9 11.7 120 FTG T PE 0.0 3 -4 41.0 0.0 12.6 0.0 0.288 TL 11.92 PV Pipe: 4 -66.9 1.508 PL 10.17 PF 2.1 3 -4 41.0 0.0 12.6 0.0 :12.0 120 FTG - - - -• -- PE 0.0 3 -5 41.0 5.6 14.7 21.5 0.208 TL . 10.17 PV Pipe: 6 -88.4 1.508 PL 12,83 PF 6.9 . 3 -5 41.0 5.6 14.7 21.5 15.9 120 FTG0 T PE 0.0 3 -7 41.0 0.0 21.6 0.0 0.348 TL 19.83 PV Pipe: 7 25.9 1.508 PL 1.17 PF 0.3 3 -7 41.0 0.0 21.6 0.0 4.6 120 FTG T PE 0.0 3 -8 41.0 5.6 21.3 25.9 0.036 TL 8.17 PV Pipe: 9 -49.7 1.508 PL 12.17 PF 2.3 3 -10 41.0 11.2 19.7 49.7 8.9 120 FTG T PE 0.0 3 -11 41.0 0,0 22.0 0.0 0..120 TL 19.17 PV Pipe: 10 50.7 1.508 PL 5.00 PF 1.5 3 -11 41.0 0.0 22.0 0.0 9.1 120 FTG T PE 0.0 3 -12 41.0 11.2 20.5 50.7 0.124 TL 12.00 PV Pipe: 11 -114.3 2.723 PL 12.08 PF 0.4 3 -7 41.0 0.0 21.6 0.0 6.3 120 FTG - - -- PE 0.0 3 -11 41.0 0.0 22.0 0.0 0.031 TL 1 2.08 PV Pipe: 12 -214.7 2.723 PL 67.33 PF 9.3 3 -11 41.0 0.0 22.0 0.0 11.8 120 FTG ET PE 0.0 3 -13 41.0 0.0 31.3 0.0 0.101 TL 92.33 PV Pipe: 13 -214.7 2.723 PL 46.67 PF 6.6 3 -13 41.0 0.0 31.3 0.0 11.8 120 FTG T PE 0.0 3-14 41.0 0.0 37.9 0.0 0.101 TL 65.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/30/2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \3RD FLOOR.SDF JOB TITLE: Triangle Pointe - 3rd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (X) (PSI) (GPM) FL /FT (PSI) Pipe: 14 - 2.14.7 2.723 PL 111.08 PF 16.3 3 -14 41.0 0.0 37.9 0.0 11.8 120 FTG 2E2T PE 0.0 3-15 41.0 0.0 54.2 0.0 0.101 TL 161.08 PV Pipe: 15 - 27.4.7 2.723 PL 10.50 PF 6.5 3 -15 41.0 0.0 54.2 0.0 11.8 120 FTG ETCB PE 4.1 3 -RH 31.5 0.0 64.8 0.0 0.101 TL 64.50 PV Pipe: 16 -214.7 4.328 PL 33.50 PF 0.4 3 -RH 31.5 0.0 64.8 0.0 4.7 120 FTG E PE 14.5 R -3 -2.0 0.0 79.8 0.0 0.011 TL 42.50 PV :Pipe: 17 - 214.7 4.328 PL 160.00 PF 2.6 R -3 -2.0 0.0 79.8 0.0 4.7 120 FTG 6ET PE 0.0 R-2 -2.0 0.0 82.4 0.0 0.011 TL 245.00 PV Pipe: 18 • -214.7 4.328 PL 25.00 PF 0.6 R -2 -2.0 0.0 82.4 0.0 4.7 120 FTG 2EB PE 0.0 R -1 -2.0 0.0 83.0 0.0 0.011 TL 59.00 PV Pipe: 19 -214.7 4.328 PL 0.50 PF 0.0 R -1 -2.0 0.0 83.0 0.0 4.7 120 FTG - - -- PE 0.0 • BF1 -2.0 0.0 83.0 0.0 0.011 TL 0.50 PV Pipe: 20 FIXED PRESSURE LOSS DEVICE BF2 -2.0 0.0 88.0 0.0 5.0 psi, 214.7 gpm BF1 -2.0 0.0 83.0 0.0 Pipe: 21 -214.7 4.328 PL 2.00 P.F 0.2 BF2 -2.0 0.0 88.0 0.0 4.7 120 FTG 2E PE 0.4 RB -3.0 0.0 88.6 0.0 .. 0.011 TL 20.00 PV Pipe: 22 -214.7 4.220 PL 10.00 PF 0.1 RB -3.0 0.0 88.6 0.0 4.9 140 FTG - - -- PE 0.0 A -3.0 0.0 88.7 0.0 0.009 TL 10.00 PV Pipe: 23 FIXED PRESSURE LOSS DEVICE B -3.0 0.0 103.7 0.0 15.0 psi, 2.14.7 gpm A -3.0 0.0 88.7 0.0 Pipe: 24 -214.7 4.220 PL 75.00 PF 1.2 B -3.0 0.0 103.7 0.0 4.9 140 FTG ETG PE 0.0 C -3.0 H.S. 104.9 100.0 0.009 TL 129.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8 /30/201; TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \3RD FLOOR.SDF ° JOB TITLE: Triangle Pointe - 3rd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) • Pipe: 25 - 314.8 6.280 PL 300.00 PF 1.0 C -3.0 H.S. 104.9 100.0 3.3 140 FTG ETG PE -2.2 SRC 2.0 SRCE 103.7 (N /A) 0.003 TL 374.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.1 computer program under license no. 3808132120 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659 -9760 • (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.143 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.9 ft /sec at pipe 6. (4) PIPE FITTINGS TABLE Pipe Table Name: PATRIOT.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter . Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.089 2.40 6.00 2.40 6.00 7.20 1.20 12.00 12.00 6.00 PAGE: F MATERIAL: FireF3. HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e11 E11 Tee ChkVa BFV GateVa AlmVa DPV 1.508 1.00 4.00 _ 9.00 0.00 0.00 0.00 0.00 2.723 3.00 6.00 19.00 19.00 10.00 1.00 10.00 18.00 4.328 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 c SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/30/2010 TRIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \3RD FLOOR.SDF JOB TITLE: Triangle Pointe - 3rd Floor PAGE: U MATERIAL: D• -iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.00 0.00 0.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11,00 0.00 0.00 r/ ' ' • • . 1 • •1 ■ .. 4 t7 O tri WATER SUPPLY ANALYSIS - 120.0 _ y Static; 110.00 psi Resid: 80.00 psi F� ^ *r ?i19.5 gpm y LEGEND t . I 1 MI Available pressure by w 1 109.:12 psi 8 314.8 gpm • 2 2 a .Required pressure f3 11 CD G.60.0 103.71 psi 8, 314.8 gpm A A. Source Supply Curve 5), o B. System Demand Curve HZ G • m H ,', E b z 80.0 _ p o i • I--I t L. R m b >A . E ��.�� I F, m s ,` z� 5 6 0. 0 `� [�_+ n U w m "7 o H R � Lo trj O c ;7 E o 11 Cl r 40.0 0 • cj • 1-.1 i ', n 0 • )20.0 i W L � K 1.1.< U M H Ui 0.0 B t' Iti o -14.7 600 900 1200 1500 1800 2100 2400 2700 3000 0 FLOW (GPM) • • a m , n o m fti • PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS FOR TRIANGLE POINTE FILE NUMBER: 9690 4TH FL 3 DATE: AUG 30, 2010 DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GRP I DENSITY: .15 gpm /sq. ft. AREA OF APPLICATION: 1051 sq. ft. COVERAGE PER SPRINKLER: 110 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 11 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 174.6 gpm TOTAL WATER REQUIRED (including hose) : 424.6" gpm FLOW AND PRESSURE (@ 3 -RH): 174.6 gpm @ 51.4 psi SPRINKLER ORIFICE SIZE: 1/2 inch /5.6K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION INC. • DESIGN /LAYOUT BY: DARREN ENGLERT AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 380: 0) HRS SYSTEMS, INC. f �� ED PROP, co PETERSBURG, TN 37144 4\ \„\C,INEF & PETERSBURG, TN 37144 <i 'Q y Items listed in bold print are automatically transfere. m lL $' glc , tic •I.' • •:•y • l� J G E- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8 /30 /2010RIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \4TH FLOOR B.SDF T. JOB TITLE: Triangle Pointe - 4th Floor WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 110.0 80.0 2119.5 108.5 424.6 94.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 424.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 174.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 4 -1 58.7 K= 5.60 7.5 15.4 4 -2 58.7 K= 5.60 7.7 15.5 4 -3 58.7 - - - - - 8.3 - - - 4 -4 58.7 K= 5.60 8.1 15.9 4 -5 58.7 K= 5.60 7.6 15.5 4 -6 58.7 K= 5.60 7.8 15.7 4 -7 58.7 - - - - 8.5 - - - 4 -8 58.7 K= 5.60 8.2 16.1 4 -9 58.7 K= 5.60 8.0 15.9 4 -10 58.7 K= 5.60 8.2 16.0 4 -10B 58.7 K= 5.60 8.7 16.5 4 -11 58.7 - - - - 8.9 - - - 4-11B 58.7 - - - - 8.9 - - - 4 -12 58.7 K= 5.60 8.3 16.2 4 -13 58.7 K= 5.60 8.2 16.1 4 -14 58.7 - - - - 23.4 - - - 4 -15 58.7 - - - - 34.0 - - - 4 -16 58.7 - - - - 41.5 - - - 4-RH 43.0 - - - - 51.4 - - - R-3 12.0 - - - - 65.6 - - - R-2 12.0 - - - - 67.3 - - - r R -1 -2.0 - - - - 73.8 - - - BF1 -2.0 - - - - 73.8 - - - BF2 -2.0 - - - - 78.8 - - - RB -3.0 - - - - 79.4 - - - A -3.0 - - - - 79.5 - - - B -3.0 - - - - 94.5 - - - L''''' • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8 /30 /2010RIANGLE PCINTE \9690 CALCULATIONS \HYDRAULIC \4TH FLOOR B.SDF JOB TITLE: Triangle Pointe - 4th Floor NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) C -3.0 HOSE STREAM 95.3 250.0 SRC 2.0 SOURCE 94.8 424.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8 /30 /2010RIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \4TH FLOOR B.SDF JOB TITLE: Triangle Pointe - 4th Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -15.4 1.508 PL 13.00 PF 0.2 4 -1 58.7 5.6 7.5 15.4 2.8 120 FTG - - -- PE 0.0 4 -2 58.7 5.6 7.7 15.5 0.014 TL 13.00 PV Pipe: 2 -30.9 1.508 PL 5.33 PF 0.6 4 -2 58.7 5.6 7.7 15.5 5.5 120 FTG T PE 0.0 4 -3 58.7 0.0 8.3 0.0 0.050 TL 12.33 PV Pipe: 3 15.9 1.508 PL 8.75 PF 0.2 4 -3 58.7 0.0 8.3 0.0 2.9 120 FTG T PE 0.0 4 -4 58.7 5.6 8.1 15.9 0.015 TL 15.75 PV Pipe: 4 -15.5 1.508 PL 13.00 PF 0.2 4 -5 58.7 5.6 7.6 15.5 2.8 120 FTG - - -- PE 0.0 . 4 -6 58.7 5.6 7.8 15.7 0.014 TL 13.00 PV a Pipe: 5 -31.2 1.508 PL 5.33 PF 0.6 4 -6 58.7 5.6 7.8 15.7 5.6 120 FTG T PE 0.0 4 -7 58.7 0.0 8.5 0.0 0.050 TL 12.33 PV ' D 1 Pipe: 5A 16.1 1.508 PL 8.83 PF 0.2 4 -7 58.7 0.0 8.5 0.0 2.9 120 FTG T PE 0.0 4 -8 58.7 5.6 8.2 16.1 0.015.TL 15.83 PV Pipe: 6 -15.9 1.508 PL 11.00 PF 0.2 4 -9 58.7 5.6 8.0 15.9 2.8 120 FTG - - -- PE 0.0 4 -10 58.7 5.6 8.2 16.0 0.014 TL 11.00 PV Pipe: 7 -31.9 1.508 PL 7.25 PF, 0.7 4 -10 58.7 5.6 8.2 16.0 5.7 120 FTG T PE 0.0 4 -11 58.7 0.0 8.9 0.0 0.053 TL 14.25 PV Pipe: 8 32.2 1.508 PL 3.83 PF 0.6 4 -11 58.7 0.0 8.9 0.0 5.8 120 FTG T PE 0.0 4 -12 58.7 5.6 8.3 16.2 0.054 TL 10.83 PV Pipe: 9 16.1 1.508 PL 8.33 PF 0.1 4 -12 58.7 5.6 8.3 16.2 2.9 120 FTG - - -- PE 0.0 4 -13 58.7 5.6 8.2 16.1 0.015 TL 8.33 PV Pipe: 10 -16.5 1.508 PL 7.25 PF 0.2 4 -108 58.7 5.6 8.7 16.5 3.0 120 FTG T PE 0.0 4 -118 58.7 0.0 8.9 0.0 0.016 TL 14.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8 /30 /2010RIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \4TH FLOOR B.SDF • JOB TITLE: Triangle Pointe - 4th Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 9A -46.8 2.223 PL 9.00 PF 0.1 4 -3 58.7 0.0 8.3 0.0 3.9 120 FTG - - -- PE 0.0 4 -7 58.7 0.0 8.5 0.0 0.016 TL 9.00 PV Pipe: 9B -94.0 2.223 PL 8.00 PF 0.5 4 -7 58.7 0.0 8.5 0.0 7.8 120 FTG - - -- PE 0.0 4 -11 58.7 0.0 8.9 0.0 0.059 TL 8.00 PV Pipe: 9B1 16.5 2.223 PL 7.58 PF 0.0 4 -11 58.7 0.0 8.9 0.0 1.4 120 FTG - - -- PE 0.0 4 -11B 58.7 0.0 8.9 0.0 0.002 TL 7.58 PV Pipe: 9C -174.6 2.223 PL 58.17 PF 14.4 4 -11 58.7 0.0 8.9 0.0 14.4 120 FTG FET PE 0.0 4 -14 58.7 0.0 23.4 0.0 0.185 TL 78.17 PV Pipe: 9D -174.6 2.223 PL 45.42 PF 10.6 4 -14 58.7 0.0 23.4 0.0 14.4 120 FTG T PE 0.0 4 -15 58.7 0.0 34.0 0.0 0.185 TL 57.42 PV Pipe: 9E -174.6 2.723 PL 88.50 PF 7.5 4 -15 58.7 0.0 34.0 0.0 9.6 120 FTG F3E PE 0.0 . 4 -16 58.7 0.0 41.5 0.0 0.069 TL 109.50 PV Pipe: 9F -174.6 2.723 PL 16.67 PF 3.1 4 -16 58.7 0.0 41.5 0.0 9.6 120 FTG CB PE 6.8 4 -RH 43.0 0.0 51.4 0.0 0.069 TL 45.67 PV Pipe: 11 -174.6 4.328 PL 69.17 PF 0.7 4 -RH 43.0 0.0 51.4 0.0 3.8 120 FTG 3E PE 13.4 R -3 12.0 0.0 65.6 0.0 0.007 TL 96.17 PV 5 Pipe: 12 -174.6 4.328 PL 160.00 PF 1.8 R -3 12.0 0.0 65.6 0.0 3.8 120 FTG 6ET PE 0.0 R -2 12.0 0.0 67.3 0.0 0.007 TL 245.00 PV Pipe: 13 -174.6 4.328 PL 25.00 PF 0.4 R -2 12.0 0.0 67.3 0.0 3.8 120 FTG 2EB PE 6.1 R -1 -2.0 0.0 73.8 0.0 0.007 TL 59.00 PV Pipe: 14 -174.6 4.328 PL 0.50 PF 0.0 R -1 -2.0 0.0 73.8 0.0 3.8 120 FTG - - -- PE 0.0 BF1 -2.0 0.0 73.8 0.0 0.007 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8 /30 /2010RIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \4TH FLOOR B.SDF JOB TITLE: Triangle Pointe - 4th Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV, NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 15 FIXED PRESSURE LOSS DEVICE BF2 -2.0 0.0 78.8 0.0 5.0 psi, 174.6 gpm BF1 -2.0 0.0 73.8 0.0 Pipe: 16 -174.6 4.328 PL 2.00 PF 0.1 BF2 -2.0 0.0 78.8 0.0 3.8 120 FTG 2E PE 0.4 RB -3.0 0.0 79.4 0.0 0.007 TL 20.00 PV Pipe: 17 -174.6 4.220 PL 10.00 PF 0.1 RB -3.0 0.0 79.4 0.0 4.0 140 FTG - - -- PE 0.0 A -3.0 0.0 79.5 0.0 0.006 TL 10.00 PV Pipe: 18 FIXED PRESSURE LOSS DEVICE B -3.0 0.0 94.5 0.0 15.0 psi, 174.6 gpm A -3.0 0.0 79.5 0.0 Pipe: 19 -174.6 4.220 PL 75.00 PF 0.8 B -3.0 0.0 94.5 0.0 4.0 140 FTG ETG PE 0.0 C -3.0 H.S. 95.3 250.0 0.006 TL 129.00 PV Pipe: 20 -424.6 6.280'PL 300.00 PF 1.7 C -3.0 H.S. 95.3 250.0 4.4 140 FTG ETG PE -2.2 SRC 2.0 SRCE 94.8 (N /A) 0.005 TL 374.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.1 computer program under license no. 3808132120 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659 -9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.123 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.4 ft /sec at pipe 9C. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8 /30 /2010RIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \4TH FLOOR B.SDF JOB TITLE: Triangle Pointe - 4th Floor (4) PIPE FITTINGS TABLE Pipe Table Name: PATRIOT.PIP PAGE: F MATERIAL: FireFl HWC: 120 - Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e11 Ell Tee ChkVa BFV GateVa AlmVa DPV 1.508 1.00 4.00 7.00 9.00 0.00 0.00 0.00 0.00 2.223 2.00 6.00 12.00 14.00 7.00 1.00 0.00 10.00 2.723 3.00 6.00 19.00 19.00 10.00 1.00 10.00 18.00 4.328 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.00 0.00 0.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 0.00 0.00 0, 1 O to H WATER SUPPLY ANALYSIS 120.0 _ H •• Static: 110.00 psi Resid: 80.00 psi % gpm- y co LEGEND y r, 1 am Available pressure Lry w 1 .. 108.47 psi @ 424.6 gpm •' 2 M Required pressure H r' II 0 x' .00.0 94.80 psi @ 424.6 gpm A A. Source Supply Curve W o 2 B. System Demand Curve 0 H U H G z E b r m o ro 80.0 N . p o ro rtOZ R m H N z r E H m mzi S a �°U' 5 60.0 r+ m K U w m "z] o H R o n X E o H r 40.0 C d P H H r s O H i z n to ) 20 . o x z d • r to • H ✓ tn 0.0 B _ .P -14.7 r 0 • 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) . W `Ti t 7 (D ' CO • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8 /30 /2010RIANGLE POINTE \9690 CALCULATIONS \HYDRAULIC \4TH FLOOR B.SDF JOB TITLE: Triangle Pointe - 4th Floor WATER SUPPLY CURVE 120+ 110 *\ 10 \\ I \ 1 \\ 100+ \\ i \ IX \\ \\ 90+ \ \\ \\ I \ P 80+ * < -80.0 psi @ 2120 gpm R I Flow Test Point E I S I S 70+ U I • R I E I 60+ ( 1 P S I I 50+ 1 40+ I 1 30+ IT 20+ LEGEND IT • 1 X = Required Water Supply IT 94.80 psi @ 424.6 gpm • 10+ V• 1 0 = Available Water Supply " 108.47 psi @ 424.6 gpm