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Report • �{'s ool1 3-1 8 S W Jf1(l nrlo n-1 v S tgCD I Fire & Building Products rapid response'' HOME FIRE SPRINKLER SYSTEM Technical Services:Tel: (800)381-9312/Fax:(800)791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technical Description Data Tyco Fire & Building Products (TFBP) Sizes BlazeMaster CPVC Pipe and Fittings 3/4"to 3" are designed exclusively for use in wet Maximum Working Pressure pipe automatic fire sprinkler systems. 175 psi • They are made from a specially devel- oped thermoplastic compound corn- Approvals .6_ - posed of post chlorinated polyvinyl UL, FM, CUL, NSF, Dade County, chloride(CPVC)resin and state of the LPCB,MEA,and the City of Los Ange- art additives. TFBP BlazeMaster les. (Refer to IH-1900, Rev. 0, Janu- CPVC products are easier to install ary 2005 installation Instruction & s than traditional steel pipe systems, Technical Handbook" for exact list- and at the same time,provide superior ing/approval information.) sit heat resistance and strength as corn- Manufacture Source pared to traditional CPVC and PVC U.S.A. piping materials used in the plumbing trade. Various adapters are available Material to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters Pipe:ASTM F442, SDR 13.5 have brass inserts for durability. • Fittings: ASTM F438 (Sch. 40) and Grooved adapters connect directly to ASTM F439(Sch.80),ASTM F1970 grooved end valves and metallic pipe, with flexible grooved end couplings. Color Orange WARNING Tyco Fire& Building Products(TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMastere is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 Page 2 of 6 TFP1915 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT.OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. lbs./ft. lbs./ft. PER LIFT lbs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 FIGURE 1 —PIPE DIMENSIONS Installation Care and Tyco Fire and Building Products Maintenance (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- The owner is responsible for the fin- ance with IH-1900, Rev. 0, January spection, testing, and maintenance of 2005"Installation Instruction&Techni- their fire protection system and de- - cal Handbook". vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls,permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1815 Page 3 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T/O) (lb.) TEE 80000 3/4" 5/8" 40 0.11 J•,i T/O 80001 1' 11/16" 40 0.19 L 80002 1-1/4" 7/8" 40 0.26 -ii- 80003 1-1/2" 1-1/16" 80 0.51 -EM- 1 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 I/O ■■ 170 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4"x 3/4"x 1" 3/4" 3/4" 5/8" 40 0.14 80133 1"x 3/4"x 3/4' 9/16" 9/16" 3/4" 40 0.14 80134 1"x 3/4"x1" 3/4" 11/16" 3/4" 40 0.17 80260 1"x 1"x3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4"x 1"x 3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4"x 1"x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4"x 1"x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x 1-1/4"x 1' 3/4" 3/4" 7/8" 40 0.26 Z 80138 1-1/4"x 1.1/4"x 1-1/2" 1" 1" 1" 80 0.43 /..' T/O 80140 1-1/2"x 1-1/4"x3/4" 9/16" 9/16" 1" 80 0.36 a 80141 1-112"x 1-1/4"x 1" 9/16" 9116" Ell 9116" 1-1/16" 80 0.38 80263 1-112"x 1-112'x 3/4" 9/16" 1" 80 0.36 X 111111111.1 Y 80264 1-112"x 1-1/2"x 1" 9/16" 9/16" 1-1/16" 80 0.38 I'_� 80275 1-1/2'x 1-1/2"x 1-1/4' 7/8" 718" 1" 80 0.45 311112111 T/O 80265 2'x 2"x3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2'x 2"x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2"x 2"x 1-1/4" 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2"x 2"x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-112'x 2-1/2"x 1" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2"x 2-1/2"x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2"x 2-1/2"x 1-1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 80276 2-1/2"x 2-1/2"x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3"x 3'x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3"x 3"x 2" 1-13/16" 1-13/16" 1-3/4" 80 2.25 80269 3"x 3"x 2-1/2" 1-13/16' 1-13/16" 1-13/16" 80 2.44 CROSS&REDUCING CROSS 80009 3/4" 9/16" 40 0.13 80010 1" 11/16" 40 0.23 =I� _s Tl 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2' 1-1/16" 80 0.67 .��. 80013 Y 1-5/16" 80 1.00 11111=- 80014 2-1/2" 1-9/16" 80 1.91 11 T/0 80008 3" 1-13/16' 80 2.89 T/0 ■■ T/O 80015 1"x 1"x 3/4"x 3/4" 7/8" 40 0.28 80025 3/4" 5/8" 40 0.09 90°ELBOW& REDUCING ELBOW 80026 1" 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 ME; T/0 80029 2" 1-5/16" 80 0-79 0.1.111.‘,.... 80030 2-1/2" 1-9/16' 80 1.14 VI 80031 3" 1-13/16" 80 1.82 Y •41,4,�_' X x Y X Y - -T/O 80032 1"x 3/4" 11/16" 13/16" 40 0.16 FIGURE 2-FITTING DIMENSIONS(Part!of 4) ■ Page 4 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) Sc HD. (lb.) 45°ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 �� 80052 1-1/4" 3/4" 40 0.20 ''fir 80053 1-1/2" 1/2" 80 0.31 T!O��'.��. 80054 2" 3/4" 80 0.56 ��i- 80055 2-1/2" 13/16" 80 0.89 80056 3" 1" 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING 8 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 • 80078 1-1/2" 3/16" 80 0.25 I 80079 2' 3/16" 80 0.38 80080 2-1/2" 1/4" 80 0.67 T/O 80081 3" 3/16" 80 0.91 80220 1"x 3/4' 1/8" 40 0.08 80200 1"x 3/4' 7/16" 40 0.04 80201 1-1/4"x 3/4" 1/2" 40 0.11 80202 1-1/4"x 1" 5/16" 40 0.12 80203 1-1/2"x 3/4" 5/8" 80 0.16 80204 1-1/2"x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-1/2"x 1-1/4" 3/8" 80 0.17 80206 2"x 3/4" 13/16" 80 0.27 ....,...../3 80207 2"x 1" 11/16" 80 0.26 80208 2"x 1-1/4" 9/16" 80 0.24 - ,.ir4r4y 80209 2"x 1-1/2" 7/16" 80 0.19 T/0 80215 2-112"x 1" 15/16" 80 0.42 80214 2-1/2"x 1-1/4" 13/16" 80 0.45 80213 2-1/2"x1-1/2" 11/16" 80 0.46 80211 2-1/2"x 2" 5/8" 80 0.29 80210 3"x 2" 3/4" 80 0.72 80212 3'x 2-1/2" 1/2" BO 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 1" 3/8" 40 0.06 ..�� 80102 1-1/4" 7/16" 40 0.10 -- � 80103 1-1/2" 11/16" 80 0.20 80104 2' 5/8" 80 0.31 T/O 80105 2-1/2" 7/8" 80 0.58 80106 3" 1" 80 0.88 GROOVED T/O PIPE O.D. COUPLING ADAPTER 80160 1-1/4"x 1-1/4"Groove 2-5/16" 1-1/4"(1.660") 40 0.78 I■ 80161 1-1/2"x 1-1/2"Groove 2-5116" 1-1/2'(1.900") 80 0.95 1.42 PIPE 80162 2"x 2'Groove 2-5/16" 2'(2.375") 80 • O.D. 80163 2-1/2"x 2-1/2"Groove 2-5/16" 2-1/2"(2.875") 80 2.28 wiiiJiihi 80164 3"x 3"Groove 2-1/4" 3"(3.500") 80 3.00 T/O--I 80169 2-1/2"x 76,1 mm Groove 2-5/16" 76,1 mm(3.000") 80 2.28 FIGURE 2-FITTING DIMENSIONS(Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE SCHD. (TIO) (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4"x 1/2"NPT 7/16" 80 0.20 80176E 1"x 1/2"NPT 7/16" 80 0.22 FW` 80175WL 3/4"x 1/2"NPT 7116" 40 0.16 iii 80179 1'x314"NPT 13/16" 40 0.43 T/O SPRINKLER HEAD ADAPTER "11;= 80175W 3/4"x 1/2"NPT 1/2" 40 0.19 80176W 1"x 1/2"NPT 1/2" 40 0.18 T/O SPRINKLER HEAD ADAPTER(SPIGOT) 80177L 3/4"x 1/2"NPT 1/2" 40 0.16 80178 1"x 1/2"NPT 9/16" 40 0.20 .' 80180 1"x 3/4"NPT 7/8" 40 0.40 —1 T/O FEMALE ADAPTER �\\��N 80142 3/4"x 3/4"NPT 13/16" 40 0.41 I 80146 1-1/4"x 1-1/4"NPT 171 8" 40 01.03/8" 80147 1 1/Y x 1-1/2"NPT 1-3/8" 80 1.42 �iiiJ r:".• s 80148 2"x2"NPT 1-11!16" 80 2.66 T/O MALE ADAPTER 11100 80157 80158 3/4"x 3/4"NPT 1-5/16" 40 0.33 1'x 1"NPT 1-3/8" 40 0.56 T/O—I XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4"x 3/4"x 1/2"NPT 9/16" 9/16" 1" 40 0.22 Z 80251 1"x 1"x 1/2"NPT 11/16" 11/16" 1-3/16" 40 0.29 j;�=`� T/O 80249 1"x 1"x 1"NPT 15/16" 15/16" 1-9/16" 40 0.73 `. "a1 I 80256 1-1/4"x 1"x 1/2"NPT 7/16" 9/16" 1-5/16" 40 0.30 III- 80252 1-1/4"x 1-1/4"x 1/2"NPT 7/16" 7/16" 1-5/16" 40 0.31 -M• x _ME- Y 80257 1-1/2"x 1-1/4"x 1/2"NPT 1/2" 11/16" 1-7/16" 80 0.43 ■ ��- 80254 1-1/2"x 1-1/2"x 1/2"NPT 1/2" 1/2" 1-7/16" 80 0.46 TIO •• T/O 80258 2"x 1-1/2"x 1/2"NPT 1/2" 5/8" 1-11/16" 80 0.56 80253 2"x 2"x 1/2"NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2—FITTING DIMENSIONS(Part 3 of 4) Page 6 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) SCHD. (lb.) BACK-TO-BACK TEE X x Y x Z X Y,Z X ilk, T/o Y 111111,' 111111 80459 1"x 1/2"NPT x1/2"NPT 5/8" 1-5/16" 40 0.48 •uUMaIII■uUu z 80460 1"x 1/2"NPT x 1/2"NPT 5/8" 1-3/16' 40 0 46 =-✓Iii∎L:_.. T/0 -• T/O BACK-TO-BACK CROSS X x Y x Z x W X,Y Z,W x j„i I/O IIIIII�'Iillllll IIII JM. ��1 w 80462 1"x 1"x 1/2"NPT x 1/2"NPT 5/8" 1-3/16" 40 0.46 �� 80463 1"x 1"x 1/2"NPT x 1/2"NPT 5/8" 1-5/16" 40 0.47 1111 I/O I/O SPRINKLER HEAD X x Y X Y ADAPTER 90°ELBOW Y mis, T/O 1Z= /If= 80199 3/4'x 1/2'NPT 9/16" 1' 40 0 20 X 80198 1'x 1l2'NPT 3/4" 1-114' 40 0.26 • 80196 1"x 3/4'NPT 1-1/16" 1-7/16" 40 0.26 I/O FIGURE 2—FITTING DIMENSIONS(Part 4 of 4) Limited by TFBP to be defective shall be either of merchantability and fitness for a par- repaired or replaced, at TFBP's sole ticular purpose. Warranty option. TFBP neither assumes, nor This limited warranty sets forth the ex- authorizes any person to assume for it, clusive remedy for claims based on any other obligation in connection with failure of or defect in products, materi- Products manufactured by Tyco Fire& the sale of products or parts of prod- Building or components, whether the claim Building Products (TFBP) are war- ucts.TFBP shall not be responsible for al made components, in contract, toot strict liability ranted solely to the original Buyer for sprinkler system design errors or inac or any other legal t, to ten(10)years against defects in mate- curate or incomplete information sup- y g ry. rial and workmanship when paid for plied by Buyer or Buyer's repre- This warranty will apply to the full ex- and properly installed and maintained sentatives. tent permitted by law.The invalidity,in under normal use and service. This whole or part, of any portion of this warranty will expire ten (10) years In no event shall TFBP be liable, in warranty will not affect the remainder_ from date of shipment by TFBP. No contract, tort, strict liability or under warranty is given for products or corn- any other legal theory, for incidental, ponents manufactured by companies indirect,special or consequential dam- - not affiliated by ownership with TFBP ages, including but not limited to labor or for products and components which charges, regardless of whether TFBP have been subject to misuse,improper was informed about the possibility of installation corrosion, or which have such damages, and in no event shall • not been installed, maintained, modi TFBP's liability exceed an amount fied or repaired in accordance with ap- equal to the sales price. plicable Standards of the National Fire The foregoing warranty is made in lieu Protection Association, and/or the of any and all other warranties. ex- standards of any other Authorities press or implied- including warranties Having Jurisdiction. Materials found TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale,Pennsylvania 19446 CENTRAL SHB1 /S012-S032 2-99 CPVCHangers I - i Head SetTM Mounting Bracket 1 '.____ No BlockTM Hanger Manufactured for: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ill Product Description Data 0 Roll Hot Dip G60 Galvanized The Central Model SHB1 Head Set Model: SHBI, S012, S016,S020, Steel;20 Gauge Hanger and the BlazeMaster CPVC No S024 and S032 Weight: Block Hanger offer revolutionary time Approvals: UL listed for BlazeMaster SHB1 Headset:- .2627 lb. saving installation methods for the CPVC Offset Strap: hanging of BlazeMaster CPVC pipe and for proper pre-placement of the sprinkler Complies with static load requirements of 3/4" S012 - .0850 lb. - head before the ceiling is installed. The NFPA13(1996 Edition) 1" S016 - .0914 lb. SHBI also provides vertical restraint of Material: 1 1/4" S020 - .0998 lb. the Sprinkler Head eliminating the need 1 1/2" S024 - .1196 lb. for additional hangers. By aligning the SHBI:Galvanized,Aluminum 2" S032 .1367 lb. appropriate serration on the depth tab Killed Drawing Quality Steel; with the bottom of the ceiling joist,the 20 Gauge installer is assured of the desired and uniform finish to the sprinkler head location being positioned in the ceiling. Installation Due to the unique design of the SHBI, r3I"blocking"is not required to offset the centerline of piping to accomodate the sprinkler escutcheon from the side of the joist. SHBI Headset -Solid Wood Joist The No Block BlazeMaster CPVC (Designed for use with Central's"West Coast"style CPVC Sprinkler Head Adapter) Hanger is a simple two-hole strap for hanging BlazeMaster CPVC pipe. With Step 1 - Position bracket against vertical wood surface the No Block Hangers,there is no longer Step 2-Set depth of brackets using graduated markings on bracket depth tab. the need to install "blocking"to offset piping from wall studs or the face of floor Desired Location is to be lined up with bottom of Joist. (See Matrix on page or ceiling joists. for determining appropriate mark to use.) Press firmly to hold position on face of joist. Step 3- Secure bracket to wood surface using the two hex head cap screws provided. (#10 x 1" screws) Note: Install two screws as shown below. KM! MI _airsil ,IICE 1131110 II 1 rni Ibb..ftM■1111 II1 lire■•■ •511 411.0..111 / — . ,. 1_, ., No.19-2.0 Step 4-Cut and install CPVC Step 2 - Bend Lower tabs in 90 angle. sprinkler drop making sure the face of the sprinkler head adapter is flush with inside of Head set cup. Caution: Never install sprinkler head into "' _ fitting until CPVC cement had time to cure. This will prevent possible pooling of glue into the sprinkler 440, orifice. Step 3-Position Bracket against vertical wood surface such that the desired Step 5- Insert sprinkler head location on the depth tab is lined up with the bottom of the composite through Headset cup and wood joist. (See Table 1 & Fig. 1 or Fig. 2 as appropriate) thread into CPVC Adapter. (see sprinkler head data sheet and the Central BlazeMaster CPVC Installation Instructions and Technical Manual for proper torque requirements) SHBI Headset - Composite y Wood Joist (Designed for use with Central's Step 4-Secure bracket to wood surface using the two Hex Head cap screws "West Coast"style CPVC Sprinkler Head Adapter) provided. (#10 x 1" screws) Step 5-Cut and install CPVC sprinkler drop making sure the face of the sprinkler head adapter is flush with inside of Headset cup. Caution: Step 1 - Use pliers to break off tab. Never install sprinkler head into fitting until CPVC cement has had time ' Y .e " r to cure.This will prevent possible pooling ofglueintothesprinkler orifice. Step 6-Insert sprinkler head through Headset cup and thread into CPVC ' Adapter. (see sprinkler head data sheet and the Central BlazeMaster CPVC Installation Instructions and Technical Manual for proper torque ve ' requirements) Offset Two-Hole Strap Step 1 -Snap Strap over CPVC pipe. Step 2-Squeeze Strap back around pipe. (Note: Pipe must be allowed to slide freely) Step 3-Fasten the Strap to the wood surface using the two screws provided. (#10 x 1" Hex Head Cap Screws) Typical Installation Utilizing n No Block & SHB1 Sprinkler Head Mounting Bracket Offset Hanger (No Blocking Required) 'O Offset Hanger 0 (No Boding Required) 1 � B Head Set (No&oiling Required) gyp. • • R`V Bard Cieling '111 isomm�� Head Set to) ''') No Blocking Required) Composite Wood Joist Solid Wood Joist 2 SHB1 Headset Hanger 0.175 TYP 1 1 0.750 ■ O ( - - ) O r I 41I- 3.000 1.405 1.6155 ttt I O Q. O C ) O 0 AI UM 2.079 REF 2 Hole Offset Hanger i i i i i i j 2.713-S032(2") 2.475-S024(1 1/2") !'I ! 2.355 S020(1 114") I 1.500 ! 2.183-S016(1") TYP A 2.050-S012(3/4") REF 15„ -- 30°TYP 5.000-S032 4.500-S024 3.250-S020 3.250-S016 3.250-S012 3 ' Ordering ow Information TABLE 1 When placing an order, indicate the Depth Tab Selection Guide full product name. Please specify the (also see figures 1 &2 as appropriate) quantity, model, & size. Ceiling Sprinkler SHB1 Sprinkler Head Mounting Type ROC LF GBR GBR Concealed Bracket:One size for all Applications Align bottom of (Box Qty: 100) 5/8" Gypsum TAB 7/16" TAB"E" TAB"D" 1/2 TAB"A" No Block Hanger: Box Qty: Board above bottom • SO32 3/4" Strap 100 of beam • SO24 1" Strap 100 5/8"Channel Align bottom of • S020 1 1/4" Strap 100 &5/a"Gypsum 1/2 TAB"A" TAB 13/4"below TAB"F" TAB"C" • S016 1 1/2" Strap 100 Board bottom of beam • S012 2" Strap 100 Figure 1 Figure 2 5/8" Gypsum Board Ceiling 5/8" Channel with 5/8" Gypsum Board Depth Tab Positioning Depth Tab Positioning I LF Recessed (Align with Bottom of Beam) F F GBR Recessed (Align with Bottom of Beam) E LF Recessed E �—(Align with Bottom of Beam) D GBR Recessed D ~(Align with Bottom of Beam) C C GBR Concealed f—(Align with Bottom of Beam) B B A A GBR Concealed ROC (Align with Bottom of Beam) —~(Align with Bottom of Beam) ROC N.,t -Bottom of Beam CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE(215)362-0700 ©1999 Central Sprinkler Company FAX(215)362-5385 Hangers.1 Printed in U.S.A. 1f Model: TH2C47-160 2HP Two-Stage Sprinkler Pump (65psi, 32 GPM max) �j Product Description Tuhorse's TH2C47-160 above-ground centrifugal water pumps provide excellent pressure and flow to suit a broad range sprinkler needs. Solid cast iron construction and 2-stage brass impellers powered by a 2HP motor makes the TH2C47-160 a versatile and powerful water pump. • Model: TH2C47-160 • HP: 2HP • Voltage: 230V • Cycle: 60 Hz • Operating Amperage: 8.6A • Motor RPM: 3450 RPM • Stages: 2 (2 impellers) • Maximum Flow: 32 GPM • Maximum Head: 151 ft • Maximum Suction: 25 ft • Typical Flow: • Suction Port: 1.5 inch NPT • Discharge Port: 1 inch NPT • Built-in Check-valve: n/a • Housing Material: Cast Iron • Impeller Material: brass • Motor Enclosure: TEFC (Totally Enclosed, Fan Cooled) • Duty: Continuous duty • Weight: 5llbs • Dimensions/LxWxH: 16"x9"x11.5" (40cm x 23cm x 29cm) • Shipping Dimensions: 17"x10"x12" (43cm x 25cm x 30cm) • Waranty: 1 Year factory warranty R700 Series BOB® Float Valves The R700 series is a high-capacity float valve. It has male straight NPT inlet and male NPT outlet connections and is designed for tank wall mounting installation. This model features an adjustable short arm for customizing water level. Applications include cooling towers, livestock waterers, car washes, high-pressure washes, swimming pools and many other agricultural and industrial applications. Construction: Heavy-duty cast brass with standard Nitrile seals with optional Viton® seals POI PM Numb, !!Is(�} Fr s Oiidir�Flow hit Outlet 35 PSI 65 PSI 65 PSI Vhight R700-3/8 3/8 3/8 9 GPM 1'.5 GPM 13 GPM 0.46 R700-'12 1/2 112 12 GPM 18 GPM 22 GPM 0.66 R700-3/4 3/4 3/4 2' GPM 32.5 GPM 39.9 GPM 0.87 tqcci I Fire & Building 406 Products rapid response'' HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800)381-9312/Fax:(800)791-5500 Series LFIi Residential Pendent Sprinklers 4.9 K-factor General adjustment or up to 1/2 inch(12,7 mm) of total adjustment from the flush ceil- ing position. The adjustment provided Description by the Recessed Escutcheon reduces • the accuracy to which the pipe nipples The Series LFII (TY2234) Residential to the sprinklers must be cut. Pendent Sprinklers are decorative, fast response, frangible bulb sprin The Series LFII (TY2234) has been klers designed for use in residential designed with heat sensitivity and occupancies such as homes, apart- water distribution characteristics ments, dormitories, and hotels. When proven to help in the control of residen - aesthetics and optimized flow charac teal fires and to improve the chance for teristics are the major consideration, occupants to escape or be evacuated. the Series LFII(TY2234)should be the „ first choice. WARNINGS ( The Series LFII are to be used in wet The Series LFII (TY2234) Residential ' pipe residential sprinkler systems for Pendent Sprinklers described herein one-and two-family dwellings and mo- must be installed and maintained in bile homes per NFPA 13D; wet pipe compliance with this document, as residential sprinkler systems for resi- well as with the applicable standards dential occupancies up to and includ- of the National Fire Protection Asso- *ft.ing four stories in height per NFPA ciation, in addition to the standards of 13R;or, wet pipe sprinkler systems for any other authorities having jurisdic- the residential portions of any occu- lion. Failure to do so may impair the pancy per NFPA 13. performance of these devices. The Series LFII (TY2234) has a 4.9 The owner is responsible for maintain- �/ (70,6) K-factor that provides the re- ing their fire protection system and de- _ quired residential flow rates at reduced vices in proper operating condition. pressures,enabling smaller pipe sizes The installing contractor or sprinkler and water supply requirements. manufacturer should be contacted to The recessed version of the Series with any questions. ,w + ,do.,, LFII (TY2234) is intended for use in =_ areas with finished ceilings.It employs Sprinkler/Model a two-piece Style 20 Recessed Es- cutcheon. The Recessed Escutcheon Identification provides 1/4 inch(6,4 mm)of recessed Number SIN TY2234 IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 JANUARY, 2006 TFP400 . Page 2 of 8 TFP4OO Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area(a) Ft. (Max.2 Inch Rise (Greater Than 2 Inch Rise 1 (Greater Than 4 Inch Rise Ft.x Ft. (m) for 12 Inch Run) Up To Max.4 Inch Rise for 12 Inch Run) I Up To Max.8 Inch Rise for 12 Inch Run) (m x m) 155°F/68°C or 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 175°F/79°C 12 x 12 12 13 GPM(49,2 LPM) 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) (3,7 x 3,7) (3,7) 7.0 psi(0,48 bar) 7.0 psi(0,48 bar) 12.0 psi(0,83 bar) 7.0 psi(0,48 bar) 12.0 psi(0,83 bar) 14 x 14 14 13 GPM(49,2 LPM) 13 GPM(49,2 LPM) 17 GPM(64,3 LPM)' 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) (4,3 x 4,3) (4,3) 7.0 psi(0,48 bar) 7.0 psi(0,48 bar) 12.0 psi(0,83 bar) 7.0 psi(0,48 bar) 12.0 psi(0,83 bar) 16 x 16 16 13 GPM(49,2 LPM) 13 GPM(49.2 LPM) 17 GPM(64,3 LPM) 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) (4,9 x 4,9) (4,9) 7.0 psi(0,48 bar) 7.0 psi(0,48 bar) 12.0 psi(0,83 bar) 7.0 psi(0,48 bar) 12.0 psi(0,83 bar) 18 x 18 18 17 GPM(64,3 LPM) 17 GPM(64,3 LPM) 17 GPM(64,3 LPM) 17 GPM(64,3 LPM) 17 GPM(64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi(0,83 bar) 12.0 psi(0,83 bar) 12.0 psi(0,83 bar) 12.0 psi(0,83 bar) 12.0 psi(0,83 bar) 20 x 20 20 20 GPM(75,7 LPM) 20 GPM(75,7 LPM) 20 GPM(75,7 LPM) 21 GPM(79,5 LPM) 22 GPM(83,3 LPM) (6,1 x 6,1) (6,1) 16.7 psi(1,15 bar) 16.7 psi(1,15 bar) 16.7 psi(1,15 bar) 18.4 psi(1,27 bar) 20.2 psi(1,39 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS temperature rating and the maxi- Technical Design mum allowable coverage area. Data Criteria • A minimum discharge of 0.1 gpmisq. ft. over the"design area" comprised Approvals: The Series LFII (TY2234) Residential of the four most hydraulically de- UL and C-UL Listed. NYC Approved Pendent Sprinklers are UL and C-UL manding sprinklers for the actual under MEA 44-03-E. Listed for installation in accordance coverage areas being protected by Maximum Working Pressure: with the following criteria. the four sprinklers. 175 psi (12,1 bar) NOTE Obstruction To Water Distribution. Locations of sprinklers are to be in Discharge Coefficient: When conditions exist that are outside accordance with the obstruction rules K =4.9 GPM/psi112 (70,6 LPM/bar1/2) the scope of the provided criteria,refer of NFPA 13 for residential sprinklers. Temperature Rating: to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Operational Sensitivity. 155°F/68°C or 175°F/79°C recommendations that ma y accept-be P • For"Horizontal Ceilings" (maximum Finishes: able to the local Authority having Juris- White Polyester Coated, 2 inch rise for 12 inch run),the sprin- White diction. klers are to be installed with a deflec- Chrome Plated, or Natural Brass System Type. Only wet pipe systems tor to ceiling distance of 1-3/8 to 4 Physical Characteristics: may be utilized. inches or in the recessed position Frame Brass Hydraulic Design. The minimum re- using only the Style 20 Recessed Button Bronze quired sprinkler flow rate for systems Escutcheon as shown in Figure 2. Sealing Assembly designed to NFPA 13D or NFPA 13R Beryllium Nickel w/Teflont NOTES Be rY fi are given in Table A as a function of The "Beam Ceiling Design Criteria" Bulb 3 mm dia. Glass temperature rating and the maximum section starting on Page 4 permits de- Compression Screw Bronze allowable coverage areas. The sprin- Hector to ceiling distances up to 15-3/4 Deflector Bronze kler flow rate is the minimum required inches. Ejection Spring . . . . Stainless Steel discharge from each of the total tDuPont Registered Trademark number of "design sprinklers" as So as to help avoid obstructions to specified in NFPA 13D or NFPA 13R. water distribution, a maximum 12 inch Op deflector-to-ceiling distance is permit- eration For systems designed to NFPA 13,the ted for NFPA 13D and NFPA 13Rappli- number of design sprinklers is to be cations where the sprinklers are located The glass Bulb contains a fluid that the four most hydraulically demanding in closets. expands when exposed to heat.When sprinklers. The minimum required dis- the rated temperature is reached, the charge from each of the four sprinklers • For "Sloped Ceilings" (greater than fluid expands sufficiently to shatter the is to be the greater of the following: 2 inch rise up to 8 inch rise for 12 glass Bulb allowing the sprinkler to inch run), the sprinklers are to be activate and flow water. • The flow rates given in Table A for installed with a deflector to ceiling NFPA 13D and 13R as a function of h . TFP400 Page 3 of 8 7/16"(11,1 mm) 1/2, ESCUTCHEON Components: NOMINAL NPT PLATE SEATING __ 2-7/8"DIA. _ 1 Frame MAKE-IN SURFACE (73,0 mm) . 2 - Button 3 Sealing Assembly 1 4 - Bulb MI = = S Compression 2 ,4ply t Screw • ; l'- 2-1/4" 1•�j� 6 Deflector* 3 1 _ r (57,2 mm) I ffr_ 4 111 1-5/8" ' _ 110 (41,3 mm) WRENCH t/ 1PJ S TYLE 20 FLATS RECESSED *Temperature ESCUTCHEON rating is 111 indicated on 6* "-- Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 SERIES LFII(TY2234)RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS __ 2-7/8"DIA. y...,,I1c....-.. • 7/16±1/8" (73,0 mm) 1/2"(12,7 mm) (11,1±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) WRENCH RECESS FACE OF (57,2 mm) (END"A"USED FOR TY2234) SPRINKLER MOUNTING FITTING PLATE ,� FIGURE 3 ca1ia W-TYPE 6 —, Ell i -- _ 1 SPRINKLER WRENCH ■ MOUNTING SURFACE „ 1/8" WRENCH . (3,2 mm) RECESS 1-3/8"(34,9 mm) Oil CLOSURE TY2234 1-1/8"(28,6 mm) �1 4 l FIGURE 2 .. STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII(TY2234) 1.'.' RESIDENTIAL PENDENT SPRINKLER PUSH WRENCH INTO ENSURE ENGAGEMENT WITH SPRINKLER distance of 1-3/8 to 4 inches or in WRENCHING AREA the recessed position using only the Style 20 Recessed Escutcheon as FIGURE 4 shown in Figure 2 W-TYPE 7 RECESSED Sprinkler Spacing. The minimum SPRINKLER WRENCH spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft.coverage area,or 20 feet for a 20 ft. x 20 ft. coverage area). Page 4 of 8 TFP400 • depth of the primary beams are to be Beam Ceiling a minimum of 3 ft. - 4 in. from the Design Criteria compartment wall center the A nearest beam rest beam and from center to cen Pendent S rinklers arre ULRand C-UL Se ondary beams of algcro s)sectional p depth no greater than one-quarter the Listed for installation in residential oc- cupancies with horizontal ceilings(i.e., depth of the primary beams may be slopes up to a 2 inch rise over a 12 inch placed at any compartment wall to run) with beams when installed in ac center of the nearest beam distance _ - III cordance with the following criteria: and from any center to center distance \ between beams (Fig. 6C). ��I=—;i∎�r General Information. The basic con- `�) cept of this protection scheme is to Lintels. Lintels over doorways exiting locate the sprinklers on the underside the compartment must be present.The of the beams,Ref.Figure 5, (not in the minimum height for the lintels is 8 TY2234 beam pockets); to identify the main inches or no less than the depth of the beams that principally run in one direc- Primary Beams, whichever is greater. tion as "primary beams"; and, to iden- Sprinkler Types. Series LFII B tify the beams that run principally per- (TY2234), 155F and 175F, Pendent II pendicular to the main beams, as may and Recessed Pendent Residential be present (or in some cases may be Sprinklers. -E necessary for proper sprinkler protec- E E tion), as"secondary beams". Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- 4 Primary and Secondary Beam age areas and hydraulic design criteria • a NI-Types. Solid surface, solid or hollow as presented the Table ppfor"Hori- core,combustible or non-combustible. zontal Ceilings" are to be applied. L... Ill Primary and Secondary Beam Posi- Sprinkler Position. The deflector to ` tioning. Directly attached to the un- bottom of primary beams for the Series WO derside of a combustible or non-corn- LFII (TY2234) Pendent Sprinklers or . bustible smooth ceiling at any Series LFII (TY2234) Recessed Pen- MAXIMUM a TY2234 elevation. dent Sprinklers is to be 1-1/4 to 1-3/4 ONE-HALF BEAM� inches (Fig. 5A). The vertical center- WIDTH mm) Primary Beam Cross-Section: Maxi- ( g� )� 2•(50,8 mm) mum depth of 14 inches and the maxi- line of the Series LFII (TY2234) Pen- mum width is unlimited. The cross- dent Sprinklers is to be no greater than sectional shape of the primary beam half the primary beam cross-sectional may be rectangular to circular. width plus 2 inches from the centerline of the primary beam (Fig 5B). FIGURE 5 Secondary Beam Cross-Section. SPRINKLER POSITIONING Maximum depth to be no greater than NOTES UNDER PRIMARY BEAMS the primary beam and the maximum Core drilling of beams to allow the in- (Refer to the "Beam Ceiling width is unlimited.The cross-sectional stallation of sprinkler drops requires Design Criteria"section) shape of the secondary beam may be consulting with a structural engineer. rectangular to circular. Where core drilling is not permitted, Primary Beam Spacing.The primary the previously stated sprinkler position beams(Fig.6A)are to be 3 ft.-4 in.to criteria for the Series LFII (TY2234) 6 ft.from the compartment wall to cen- Pendent Sprinklers allows for the ter of the nearest beam and from cen- sprinkler drop to be placed adjacent to NOTE ter to center between beams. the primary beam. Although the distance to the beams is Secondary Beam Spacing. The sec- Beam and Soffit Arrangements. A measured from the face of the soffit, ondary beams principally run perpen- soffit is permitted to be placed around the sprinkler coverage area is to be dicular to the primary beams. the perimeter of a compartment with measured from the compartment wall. Secondary beams of a depth equal to the beam arrangement within the sof- the primary beam must be placed so fited area (Fig.7). that the beam pockets created by the The cross-section of the soffit may be primary beams do not exceed 20 feet any size as long as it does not create in length (Fig. 6B). an obstruction to water distribution per the obstruction rules of NFPA 13 for NOTE residential sprinklers. When the beam pockets created by the primary beams exceed 20 feet in When soffits are present, the pre length, the installation will require the viously provided 3 ft. - 4 in. to 6 ft. use of secondary beams as described "compartment wall to adjacent beam" above. Otherwise, secondary beams distance for the primary and secon need not be present. dary beams is to be measured from the face of the soffit as opposed to the Secondary beams of a cross-sectional compartment wall. depth greater than one-quarter the • TFP400 Page 5 of 8 ALL GU DISTANCES ARE A--�I4 A �I� A MEASURED TO 14"(356 mm) COMPARTMENT MAXIMUM WALL FACES AND TO CENTERLINES \I I \I VIM'OF BEAMS 11 1 /T1 A=3'4"to 6'-0'(1,0 to 1,8 m) Itot FOR PRIMARY BEAMS HAV- ING A 14'(356 mm)MAXIMUM DEPTH PRIMARY BEAM 20'-0"(6,1 m) MAXIMUM a I COMPARTMENT � WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0"(6,1 m) --A I -A— I _A_ B A=3'4'to6'-0"(1,0[o1,8m) FOR PRIMARY BEAMS HAV- SE BOENA'�ARY Pillirrm1Mf ' B ING A 14"(356 mm)MAXIMUM -tl DEPTH B=20'-0'(6,1 m)MAXIMUM FOR SECONDARY BEAMS -`=,=`-II AND TARE MUST BE EQUAL PLACE PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM — POCKETS DO NOT EXCEED 20'-0"(6,1 m) COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0"(6,1 m) A I A —I--A—+{ f [ II€ f� O A=3'-4"to6'-0"(1,0to1,8m) \ FOR PRIMARY BEAMS HAV- _�,_/,_"_ ING A 14"(356 mm)MAXIMUM DEPTH SEBOENAI^ARY lir C C=3'-0"(1,0 m)MINIMUM FOR �� DEPTHS GREATER TER BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY* —� —Of BEAM _ C=ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25%OF *REFER TO A PRIMARY BEAMS FIGURE 68 COMPARTMENT 1111 FOR SPANS WALLS 1 EXCEEDING 20'-0"(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 6 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria"section) • Page 6 of 8 TFP400 SECONDARY -.�_, c BEAM ,1i ,'s Ilk PRIMARY i Illik ` *USE DISTANCES SHOWN IN BEAM E C PT ME S R M 6N, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES VIM IMM, MOIL OF SOFFITS INSTEAD OF FROM COMPARTMENT FACE OF gyp_- WALL SURFACES SOFFIT , COMPARTMENT 1■ WALLS FIGURE 7 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria"section) Step 3. Tighten the sprinkler into the Installation sprinkler fitting using only the W-Type Care and 6 Sprinkler Wrench (Ref. Figure 3). The Series LFII (TY2234) must be in- With reference to Figure 1,the W-Type Maintenance stalled in accordance with the follow- 6 Sprinkler Wrench is to be applied to ing instructions: the wrench flats. The Series LFII (TY2234) must be NOTES The Series LFII Recessed Pendent maintained and serviced in accord- Do not install any bulb type sprinkler if ance with the following instructions: the bulb is cracked or there is a loss of Sprinklers must be installed in ac liquid from the bulb. With the sprinkler cordance with the following instruc NOTES held horizontally, a small air bubble lions. Absence of an Escutcheon Plate may should be present. The diameter of the Step A. Recessed pendent sprinklers delay the sprinkler operation in a fire air bubble is approximately 1/16 inch are to be installed in the pendent posi- situation. (1,6 mm). tion with the deflector parallel to the Before closing a fire protection system ceiling. A leak tight 1/2 inch NPT sprinkler joint main control valve for maintenance should be obtained with a torque of 7 Step B. After installing the Style 20 work on the fire protection system to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- Mounting Plate over the sprinkler which it controls, permission to shut mum of 21 ft.lbs. (28,5 Nm)of torque threads and with pipe thread sealant down the affected fire protection sys- is to be used to install sprinklers. applied to the pipe threads, hand tem must be obtained from the proper Higher levels of torque may distort the tighten the sprinkler into the sprinkler authorities and all personnel who may sprinkler inlet with consequent leak- fitting. be affected by this action must be no- age or impairment of the sprinkler. tified. Step C. Tighten the sprinkler into the Do not attempt to compensate for in- sprinkler fitting using only the W-Type Sprinklers which are found to be leak- sufficient adjustment in an Escutcheon 7 Recessed Sprinkler Wrench (Ref. ing or exhibiting visible signs of corro- Plate by under- or over-tightening the Figure 4). With reference to Figure 1, sion must be replaced. Sprinkler. Readjust the position of the the W-Type 7 Recessed Sprinkler sprinkler fitting to suit. Wrench is to be applied to the sprinkler Automatic sprinklers must never be The Series LFII Pendent Sprinklers wrench flats. painted, plated, coated, or otherwise P altered after leaving the factory. Modi must be installed in accordance with Step D. After the ceiling has been in- fied sprinklers must be replaced. the following instructions. stalled or the finish coat has been ap- Sprinklers that have been exposed to Step 1. Pendent sprinklers are to be plied, slide on the Style 20 Closure corrosive products of combustion, but installed in the pendent position with over the Series LFII Sprinkler and have not operated,should be replaced the deflector parallel to the ceiling. push the Closure over the Mounting if they cannot be completely cleaned Plate until its flange comes in contact by wiping the sprinkler with a cloth or Step 2. With pipe thread sealant ap- with the ceiling. by brushing it with a soft bristle brush. plied to the pipe threads, hand tighten Care must be exercised to avoid dam- the sprinkler into the sprinkler fitting. TFP400 Page 7 of 8 and after the staff lation Sprinklers during, da - Limited Ordering and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- Warranty Procedure placed.Also,replace any sprinkler that has a cracked bulb or that has lost Products manufactured by Tyco Fire& When placing an order, indicate the liquid from its bulb. (Ref. Installation Building Products (TFBP) are war- full product name. Contact your local Section). ranted solely to the original Buyer for distributor for availability.. The owner is responsible for the in- ten(10)years against defects in mate Sprinkler Assembly: p rial and workmanship when paid for spection, testing, and maintenance of and properly installed and maintained Series LFII(TY2234),K=4.9,Residen- their fire protection system and de- under normal use and service. This tial Pendent Sprinkler with (specify) vices in compliance with this docu- warranty will expire ten (10) years temperature rating and (specify) fin- ment, as well as with the applicable from date of shipment by TFBP. No ish, P/N (specify). standards of the National Fire Protec- warranty is given for products or corn- bon Association (e.g., NFPA 25), in ponents manufactured by companies 155°F/68°C or addition to the standards of any other not affiliated by ownership with TFBP Chrome Plated P/N 51-201-9-155 authorities having jurisdiction. The in- or for roducts and com onents which 155°F/68°C stalling contractor or sprinkler manu p p White Polyester P/N 51-201-4-155 have been subject to misuse,improper 155°F/68°C facturer should be contacted relative installation corrosion, or which have White to any questions. not been installed, maintained, modi- (RAL9010)* P/N 51-201-3-155 fled or repaired in accordance with ap- 155°F/68°c NOTE licable Standards of the National Fire Natural Brass P/N 51-201-1-155 The owner must assure that the sprin- p 175°Fns° r klers are not used for hanging of Protection Association, and/or the Chrome e Plated P/N 51-201-9-175 g g any standards of any other Authorities 175°F/79°C objects and that the sprinklers are only Having Jurisdiction. Materials found White Polyester P/N 51-201-4-175 cleaned by means of gently dusting by TFBP to be defective shall be either 175°FnC with a feather duster; otherwise, non- repaired 9° aired or replaced, at TFBP's sole RAL9010)* P/N 51-201-3-175 operation in the event of a tire or inad- option. TFBP neither assumes, nor 175°F/79°C vertent operation may result. authorizes any person to assume for it, Natural Brass P/N 51-201-1-175 It is recommended that automatic any other obligation in connection with *Eastern Hemisphere sales only. . sprinkler systems be inspected, the sale of products or parts of prod- tested, and maintained by a qualified ucts.TFBP shall not be responsible for Recessed Escutcheon: Inspection Service in accordance with sprinkler system design errors or inac- local requirements and/or national curate or incomplete information sup- Specify: Style 20 Recessed Escutch- codes. plied by Buyer or Buyer's repre- eon with (specify*) finish, P/N (spec- sentatives. ify*). In no event shall TFBP be liable, in *Refer to Technical Data Sheet TFP770. contract, tort, strict liability or under any other legal theory, for incidental, Sprinkler Wrench: indirect,special or consequential dam- Specify: W-Type 6 Sprinkler Wrench, ages, including but not limited to labor P/N 56-000-6-387. charges, regardless of whether TFBP was informed about the possibility of Specify: W-Type 7 Sprinkler Wrench, such damages, and in no event shall P/N 56-850-4-001. TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied. including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law.The invalidity,in whole or part, of any portion of this warranty will not affect the remainder. Page 8 of 8 TFP400 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 Freeze Protection for CPVC Fire Sprinkler Piping Guide This guide outlines the method for installing freeze protection to fire sprinkler systems in accordance with 2007 NFPA 13D — 8.3.1 & A.8.3. 1 (Residential Type Systems) and 2007 NFPA 13R 5.3.2&A.5.3.2 (Residential Occupancies up to and Including 4 Stories). A wet pipe system shall be used where piping is installed in areas maintained above 40° F. Fire sprinkler piping shall be protected against freezing when installed in areas subject to freezing. The 2010 Oregon Fire Code(OFC)and the 2007 National Fire Protection Association(NFPA) 13 Standard for the installation of Fire Sprinkler Systems have been adopted as the authority having jurisdiction. General Requirements: • Insulation shall be foil-backed or approved paper backed,with an R-value of R11 (3.5 inches) or higher. • Insulation shall be stapled to the top of the bottom cord of the truss or rafter member over the sprinkler piping. Staples shall be placed at least every 6 inches along the edge per the manufacturer's installation manual. See Appendix 1 • There shall be a minimum of two feet of insulation on both sides of the sprinkler pipe and at least one foot past the end of the pipe. See Appendix II • All pipes shall be covered; any gaps where the insulation is not tight against the previous section of insulation,additional insulation will be required over the gap and stapled to the truss. • For piping in exterior walls the insulation shall be secured between the piping and the exterior sheeting. See Appendix III • If the sprinkler riser is in an unheated space, insulation shall be provided to protect the riser and valves from freezing. •All garages with fire sprinklers shall be fully insulated with a minimum R- 11 (3.5 inches) Batted or blown in insulation as required by the Oregon Residential& Structural Specialty Codes. Batted insulation shall be installed over the sprinkler piping as noted above prior to garage insulation installation. • Temperature in the house shall be maintained at a level to prevent freezing of the sprinkler piping. • Any time the insulation is removed or disturbed and loses its insulation value it shall be re- insulated in a manner approved by the fire code official. Insulation covering the sprinkler piping shall not be covered with sheet rock or any other material until a fire sprinkler cover inspection (rough-in) has been completed. • Appendix I I Appendix II ipr p ( - __ v , . ... ,.; ;-, ‘.-.,,, •.„ , .....: ..,, '.. 1 3.":11 - •-•‘ -4- ..4,....- -''''' Aitgly .,,,. -, , -1- A .'-11-11,-.... tr,,,iti i ' -. „;...... •. • -'i . ... :, ....,:*,4 zi..a r • - . . . i. i . i', ,I, ' • ,k, -..* „. _...,, ,..,._,,,,,- -,, • '7.-'4 1. ,,..'_•'! 'mwt,..„ . _. ..,-. I.' ,..Jo_.'•- ■4, . - '..', ...11"4•:4-- .g , ..-_-::1.--' . ',-q:1:'":".";!"'•:- 1 :t4, -.'• ...,- ' .. .4. .. .. . ',•..."::.,':-.1z,4;;;,-Atf. . •'... . -' \ '-'7'••• . 4•,,--• :'''' \\4114:14) -'-' "‘ -:-°'''' .'446,•A'''.'''' ', .. , . . . _ . ' l.r 4•• '•-• - • :. ,.-„,,,,,-., . ., , ....... . . - I ,11-, ••-'---• '-''' i ,.. ..... :1 .. _ '0.. . . ..... . , . . . . ... .;/...';'44::..fil dk ...,4*..4:: ::. .4.-.•• ,. , . 71, ::.4,i: '' _tic- * •' 1-• - .. .4. 1 .,.. - . •-, : : .. • , 4041...,.{P " ''-:' • , :,*" --" . ,''' 4#* . . 111111.111.11' - . ''' ' '• ,. '4' '--. • -....,.... , ..,, • - . - •-.'4).'il14'.--' '". ,,. III x!p tmd di v 1" 4 ® TOLCO www.tolco.com NIBCO' Revision 5/24/2001 Fig. 200 - "Trimline" Adjustable Band Hanger c U(. US LISTED • Size Range— 1/2" thru 8" pipe Material —Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping c purposes. Knurled swivel nut design permits hanger adjustment after installation. 4:4 Features— 1 • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from / abrasion. Captured design keeps adjusting nut B from separating with hanger. Hanger is easily B installed around pipe. .. .. /1"./ • (21/2" thru 8" Spring tension on nut holds it /► A securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal 1/2 THRU 2 INCH PIPE 2 1/2 THRU 8 INCH PIPE Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. rim "Maximum Temperature—650°F Finish — Mil. Galvanized. For Stainless Steel materi- _ gm als, order TOLCOTM Fig. 200WON. Order By — Figure number and pipe size ■ bAk- — .... . 1 , N i\'1\\N + ///) i‘r‘ .s. ___). • Dimensions •Weights Pipe Rod Size Max.Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 31 2% 400 11 3/4 3/8 8mm or 10mm 31/4 21 400 11 1 3/8 8mm or 10mm 3% 2% 400 12 11A 3/8 8mm or 10mm 334 21/2 400 13 11/2 3/8 8mm or 10mm 31 23 400 14 2 3/8 8mm or 10mm 41 3 400 15 - 21/2 3/8 10mm 5% 41/13 600 27 3 3/8 10mm 51 4 600 29 31/2 3/8 10mm 73 51/4 600 34 4 3/8 10mm 73 5 1000 35 5 1/2 12mm 9IA 61/4 1250 66 6 1/2 12mm 10143 6414 1250 73 8 1/2 12mm 13Y 83/4 1250 136 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA.CA 92879•PH: 951.1376599•FM: 951.737.0330 84 CUSTOMER SERVICE•800 786.5266 www.tolco.com t� FDLCcJ �,►ww.to�co.coim NIBCO• Revision 2/17/2006 • Fig. 907 - 4-Way Longitudinal Sway Brace Attachment 0 US LISTED - Size Range— 1" x 1", 1" x 11/4" and 11/4" x 11/4" bracing pipe. Component of State of California OSHPD Approved • Material — Carbon Steel, hardened cone (or cup) point engaging screw Seismic Restraints System Function — For bracing pipe against sway and seismic disturbances, Functions as as longitudinal brace connection when attached to a lateral brace pipe. Bracing connection must be positioned as close as physically possible to the braced pipe A (No more than 3" away). Must be used only with TOLCO bracing components. When used in conjunction with TOLCO Fig. 1000, this combination bracing restricts piping movement in tension and compression both laterally and longitudinally. 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 ��/ .i additional load, spacing and placement information relating to OSHPD projects, �/ ar Cup please refer to the TOLCO Seismic Restraint Systems Guidelines. A NLILII1 � Point Instructions—The Fig.907 is a transitional component of a longitu- dinal 4-way sway brace assembly. It is intended to be installed with the longitudi- B nal and lateral "bracing pipes", TOLCO structural attachment fittings, Fig. 909, 910 and 980 and the Fig. 1000 TOLCO "braced pipe"fitting, to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install —Attach the Fig. 907 over the lateral "bracing pipe"to within 3" of its position relative to the "braced pipe" connection. Adjust brace angle and tighten bolts until heads bottom out on surface. Finish — Plain 'Note—Available in Electro-Galvanized and HDG finish. Order By— Figure number, bracing pipe sizes and finish. 1 � � Tolco Fig.980 Tolco Fig.980 /& 1As �,r�n Tolco Fig. 1000 Tolco Fig.907 Tolco Fig. 1000 .."" Tolco Fig.907 rrrr��i�D Dimensions •Weights Tolco Fig.980 Max.Design Approx. Tolco Pipe Size A B Load Lbs.* Wt./100 Fig.980 1 x 1 434 434 655' 103 1 x 1144 5146 4136 655" 107 1144 x 1144 5% 514 655* 109 • Load will accommodate up to 4"pipe at maximum spacing. 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 92819•PH: 951.137.5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.786.5266 wwwtolco.com TOLCOwww.tolco.com NIBC0• Revision 2/17/2006 Fig. 909 - No-Thread Swivel Sway Brace Attachment c 0 usuSTEo Size Range— 1" bracing pipe. For brace pipe sizes larger than 1", Component of State of use TOLCO Fig. California OSHPD Approved • g Seismic Restraints System Material —Carbon Steel, hardened cone point engaging screw .� Function —The structural component of a sway and seismic bracing " system. Features—This product's design incorporates a concentric `■S'' attachment opening which is critical to the performance of structural 1� ` seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clear- ly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note —The Fig. 909 is used in conjunction with the A \ TOLCO Fig. 1000, Fig. 1001, or Fig.4 (A) pipe clamp, and joined B together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with NFPA 13 (or TOLCO State of California OSHPD Approved Seismic Restraint Manual) and the manufactur- er's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accor- dance with NFPA 13 and/or OSHPD. • 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 placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions —The Fig.909 is the structural or transi- tional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 4A, 4B or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guide- Lateral Brace lines should be followed. To Install — Place the Fig.909 onto the bracing pipe. Tighten the set bolt until head bottoms out on surface. 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. Dimensions •Weights Max. Design. Max. Design Load Approx. A H* Pipe Size Load Lbs. Lbs.w/Washer Wt./100 1 6 1543 17/32 2015 2765 91 Available with hole sizes to accommodate up to 3/4"fastener. Consult Factory. 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•13/5 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951./37.0330 CUSTOMER SERVICE•800.786.5266 1 )r) www.tolco.com P POTTER FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,ULC,CSFM Listed and NYMEA Accepted Service Pressure: Up to 300 PSI(20,7 BAR) ormaimoo Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)UL Maximum Surge: 18 FPS(5,5 m/s) Enclosure: Die-cast,red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT(Form C) 10.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Resistive 10mAmps min.at 24 VDC Conduit Entrances:Two openings provided for 1/2"conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed plastic,copper and schedule 40 iron pipe. Fits pipe sizes-I"(25mm), 1 1/4"(32mm), 1 1/2"(38mm) and 2"(50mm) Stock No. 1144440 Note:12 paddles are furnished with each unit,one for each pipe size of threaded and sweat TEE,one for 1"(25mm)CPVC, one for 1"(25mm)CPVC(Central),one for I"threaded Nibco CPVC,and one for 1 12"(38mm)threaded(Japan). 1 l 1 ! Environmental Specifications: •NEMA-4/IP54 Rated enclosure suitable for indoor or outdoor • Installation must be perfomed by qualified personnel and in use with factory installed gasket and die-cast housing when used accordance with all national and local codes and ordinances. with appropriate conduit fitting. Shock hazard. Disconnect power source before servicing. • Temperature range:40°F to 120°F,(4,5°C to 49°C)UL Serious injury or death could result. Service Use: Risk of explosion. Not for use in hazardous locations. Serious Automatic Sprinkler NFPA-13 injury or death could result. One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional:Cover Tamper Switch Kit,Stock No.0090148 (See Fig.7 for terminations) Replaceable Components:Retard/Switch Assembly,stock no. 1029030 The Model VSR-S is a vane type waterflow switch for use on wet Installation sprinkler systems that use 1"(25mm),11/4"(32mm),1W(38mm)or 2" These devices may be mounted in horizontal or vertical pipe. On (50mm)pipe size.The unit may also be used as a sectional waterflow horizontal pipe they should be installed on the top side of the pipe where detector on large systems. they will be accessible.The units should not be installed within 6"(15cm) The unit contains two single pole double throw snap action switches and of a valve,drain or fitting which changes the direction of the waterflow. an adjustable, instantly recycling pneumatic retard.The switches are Select the proper paddle for the pipe size and type of TEE used see Fig. actuated when a flow of 10 gallons per minute(38 LPM)or more occurs 1 for instructions on changing paddle.The unit has a 1"NPT bushing downstream of the device.The flow condition must exist for a period of for threading into a non-corrosive TEE.See Fig.2 for proper TEE size, time necessary to overcome the selected retard period. type and installation.Use no more than three wraps of teflon tape. Enclosure Screw the device into the TEE fitting as shown in Fig.2.Care must be The VSR-S switches and retard device are enclosed in a general purpose, taken to properly orient the device for the direction of waterflow. die-cast housing.The cover is held in place with two tamper resistant The vane must not rub the inside of the TEE or bind in any way.The screws which require a special key for removal.A field installable cover stem should move freely when operated by hand. tamper switch is available as an option which may be used to indicate The device can also be used in copper or plastic pipe installations with unauthorized removal of the cover.See bulletin number 5401103 for the proper adapters so that the specified TEE fitting may be installed installation instructions of this switch. on the pipe run. Note:Do not leave covet off for an extended period of time. 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 MFG.#5401206-REV G PAGE 1 OF 3 12/08 ., P POTTER FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW • The Symbol of Protection ALARM SWITCH WITH RETARD • Fig.1 Fig.2 - Retard Adjustment DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME u.w milm- Thetimedelayisfactory setat30±10 seconds. COVER swum "" The delay can be adjusted by rotating the retard ., � e—� adjustment knob from 0 to the max setting(60- �`..01�4� II \ O�"') II 90 seconds).The time delay should be set at the ,��i. I. minimum required to prevent false alarms. .�i40 \, . �1 Screw the device into the tee fitting as shown. rlr Care must be taken to properly orient the WATER DIRECTION OF j 0 M«,NI S, C`.:ji��`� device for the direction of waterflow.On sweat ARROW ON BUSHING PO \ / tees,no threaded bushings,inserts,or adapters IN DIRECTION OF . WATERFLOW 1` are permitted,unless they comply with the <3,eio dimensions listed in the chart below. °�'�"' o U Important-The depth to the inside bottom of A w. the tee should have the following dimensions: RUN OF TEE THREADED Appmzimete Depth RequvemenI There are 12 paddles furnished with each unit rilE I SI I oR ��\ Tee Sue Threaded Sweat CPVC SWEAT PIPE \/ One for each size of threaded,sweat or plastic r x r x 1" 2 1/16" 1 3/4" 2 7/16' DIRE-22 OF ��-i TEE as described m Fig.2.These paddles have wATERFLOw 1\\\ J 1 IM'a 1 IN'x I' 2 7/16" 2 7/16" N/A raised lettering that shows the pipe size and type �\ o�. xw 1 tn•x 1 ter-x r 2 w16' 2 1/4' N/A of TEE that they are to be used With.The proper 2"x 2"x l' 3 7/16' 2 3/4' N/A mustbeused.The mustbe - - l� Ike PmP�' Shown with optional Cover Tamper Switch Kit. attached(see drawing)and the screw that holds ,r r:1M17 the peddle must be seauely tightened. Do no1 use Inure than three wraps of teflon tape. Fig.3 Switch Terminal Connections Clamping Plate Terminal Fig.7 Cover Tamper Switch Wiring (Shown with cover in place) \*, ck- IL • o i An uninsulated section of a single conductor should not be looped • around the terminal and serve as two separate connections.The wire •ik O v �„923-1 must be severed,thereby providing supervision of the connection in as'r the event that the wire become dislodged from under the terminal. C N.O. N.C. LK Failure to sever the wire may render the device inoperable risking ( T) (RED) (B ) severe property damage and loss of life. MOP MOMS-2 Fig.4 Typical Electrical Connections Fig.5 Fig.6 To remove knockouts: Bteakoutthinsectionofcoverwhenwiring ♦ • +, A°C OR Place screwdriver at edge of both switches from one conduit entrance. o, 1 � knockouts,not in the center. —.FI°E,- 1 =, POSITIVE DC OR fill tan II •. ' __ t VIII-IR' 11 + If*/ lit r 1.+;, I� WATERFLOW ZONE ON I�� FIRE PANEI. I " ®iull _4 i�►i I. ( ;�; Notes: 1. The Model VSR-S has two switches,one can be used to operate a 1� • central station,proprietary or remote signaling unit,while the other t ® . is used to operate a local audible or visual annunciator. a 2. For supervised circuits see"Switch Terminal Connections"drawing �. and caution note(Fig.3). PRINTED IN USA MFG.#5401206-REV G PAGE 2 OF 3 12/08 c • P PYFFE.R FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Testing Removal The frequency of inspection and testing for the Model VSR-S and its • To prevent accidental water damage,all control valves should associated protective monitoring system should be in accordance with be shut tight and the system completely drained before waterflow applicable NFPA Codes and Standards and/or the authority having detectors are removed or replaced. jurisdiction(manufacturer recommends quarterly or more frequently.) • Turn off electrical power to the detector,then disconnect wiring. An inspector's test valve(usually locatedat the end ofthe mostremote branch • Use a wrench on the flats of the bushing.Turn the switch line)should always be used for test purposes.If there are no provisions for counterclockwise to disengage the pipe threads. testing the operation of the flow detection device on the system,application • Gently lift with your fingers,roll the vane so it will fit through the of the VSR-S is not recommended or advisable. hole while continuing to lift the waterflow detector. A minimum flow of 10 gpm(38 Lpm)is required to activate this device. • Lift detector clear of pipe. NOTICE Please advise the person responsible for testing of the A CAUTION fire protection system that this system must be tested in accordance with the testing instructions. Waterflow switches that are monitoring wet pipe sprinkler systems Maintenance shall not be used as the sole initiating device to discharge AFFF, Inspect detectors monthly for leaks. If leaks are found, replace the deluge,or chemical suppression systems.Waterftow switches used detector.The VSR-S waterflow switch should provide years of trouble- for this application may result in unintended discharges caused free service.The retard and switch assembly are easily field replaceable. by surges,trapped air,or short retard times. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock#1029030.There is no maintenance required,only periodic testing and inspection. Mounting Dimensions 3.50" - - 536" GROUND SCREWS (89.0 mm) (141.2 mm) A 2.00" k .0.40•1811 (50.8 mm) � Iri VIM (59.4 mm) -111 4.89" -11 -�i o 1"-111/2NPT � DWG"1206-5 • • PRINTED IN USA MFG.#5401206-REV G PAGE 3 OF 3 12/08 • BELLS POTTERPBA-AC & PBD-DC The Symbol of Protection . -- - UL Listed Sizes Available:6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC ii„,,N, .., , 120VAC 12VDC(10.2 to 15.6)Polarized ®(Y111tJi 24VDC(20.4 to 31.2)Polarized W Service Use: Fire Alarm General Signaling .,.,0 Burglar Alarm Environment: Indoor or outdoor use(See Note 1) -40°to 150°F(-40°to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox ' These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101mm)square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SUCE CURRENT TYPICAL dB MINIMUM dB INCHES VOLTAGE MODEL NO. STOCK NO. AT 10 FT. AT 10 FT. (mm) (MAX.) (3m)(2) (3m)(1) 6(150) 12VDC PBD126 1706012 12A 85 76 8(200) 12VDC PBD128 1708012 12A 90 77 10(250) 12VDC PBD1210 1710012 12A 92 78 6(150) 24VDC PBD246 1706024 06A 87 77 8(200) 24VDC P130248 1708024 .06A 91 79 10(250) 24VDC P802410 1710024 .06A 94 80 6(150) 24VAC PBA246 1806024 .17A 91 78 8(200) 24VAC PBA248 1808024 .17A 94 77 10(250) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PBA1206 1806120 05A 92 83 8(200) 120VAC PBA1208 1808120 05A 99 84 10(250) 120VAC PBA12010 1810120 .05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is-30°to 150°F(-34°to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. 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.#8850001-REV S PAGE 1 OF 2 MFG.#5400776-5/05 4, P POTTER BELLS PBA-AC & PBD-DC The Symbol of Protection DIMENSIONS INCHES(mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX 1-. BOX HAS ONE THREADED 1/2 CONDUIT ENTRANCE IIIII (250) 5 3/4' _ 8" (146J (86) (127) LiO_ (200) 6" I(150) l� V- `�T 3 3/6' _jir 3 3/8. 5. 1 5/8" (86) (41) 4 1/4- 2 11/16" pWG X776-t (108) (68) DWG. #776-2 FIG. 3 WIRING(REAR VIEW) ` D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (N) RED(our) WHITE (iN) WHITE (OUT) FROM CONTROL PANEL ri., TO NEXT BELL FROM CONTROL PANEL �/OR OR ENO-OF-LIVE OR �PRECEDNG BELL f RES5TOR PRECEDING BELL �''''BLACK (IN) _ ' BLACK (OUT) BLACK (IN) -�' BLACK (OUT) CAL fTION• CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. WHEN ELECTRICAL. SUPERVISION 5 REQUIRED USE N AND OUT LEADS AS SHOWN. NOTES: NOTES: 1. OBSERVE POLARITY TO RING D.C. BELLS, 1. WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE (+) AFTER LAST BELL. 3. BLACK WIRES NEGATIVE (-) 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS, DWG. #776-3 INSTALLATION 1. The bell shall be installed in accordance with NFPA 72 or local Ahj.The top of the device shall be no less than 90"Aff and not less than 6"below the ceiling. 2. Remove the gong. 3. Connect wiring(see Fig.3). -4. Mount bell mechanism to backbox(bell mechanism must be mounted with the striker pointing down). • 5. Reinstall the gong(be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required(bells must be heard in all areas 1 as designated by the authority having jurisdiction). PRINTED IN USA MKT.#8850001-REV S PAGE 2 OF 2 MFG.#5400776-5/05 Chapter 6 Water Supply Page 1 of 2 Chapter 6 Water Supply I 6.1 General Provisions. 6.1.1 Every automatic sprinkler system shall have at least one automatic water supply. 6.1.2 Where stored water is used as the sole source of supply,the minimum quantity shall equal the water demand rate times 10 minutes unless permitted otherwise by 6_l.3. 6.1.3 Where stored water is used as the sole source of supply,the minimum quantity shall be permitted to equal the two-sprinkler water demand rate times 7 minutes where dwelling units meet the following criteria: (1) One story in height (2) Less than 2000 ft2(186 m2) in area 6.2* Water Supply Sources. The following water supply sources shall be considered to be acceptable by this standard: (1) A connection to a reliable waterworks system with or without an automatically operated pump (2) An elevated tank (3) A pressure tank designed to American Society of Mechanical Engineers (ASME) standards for a pressure vessel with a reliable pressure source (4) A stored water source with an automatically operated pump (5) A well with a pump of sufficient capacity and pressure to meet the sprinkler system demand. The stored water requirement of 6.1.2 or 6.1.3 shall be permitted to be a combination of the water in the well (including the refill rate) plus the water in the holding tank if such tank can supply the sprinkler system. 6.2.1* Prior to system acceptance, a system utilizing a pump shall be tested by opening the drain/test connection. The pump shall sense the flow,turn on, and flow water for the required duration of 6.1.2 or 6.1,3 (as appropriate) without interruption. 6.2.2 Where a pump and tank is the source of supply for a fire sprinkler system but is not a portion of the domestic water system,the following shall be met: (1) A test connection shall be provided downstream of the pump that creates a flow of water equal to the smallest sprinkler on the system. The connection shall return water to the tank. (2) Pump motors using ac power shall be connected to a 240 V normal circuit. (3) Any disconnecting means for the pump shall be approved. (4) A method for refilling the tank shall be piped to the tank. (5) A method of seeing the water level in the tank shall be provided without having to open the tank. (6) The pump shall not be permitted to sit directly on the floor. 6.3* Multipurpose Piping System. A piping system serving both sprinkler and domestic needs shall be considered to be acceptable by this standard where the following conditions are met: (1) In common water supply connections serving more than one dwelling unit, 5 gpm(19 L/min) shall be added to the sprinkler system demand to determine the size of common piping and the size of the total water supply requirements where no provision is made to prevent flow into the domestic water system upon operation of a sprinkler. • (2) All piping in the system supplying sprinklers is listed and conforms to the piping specifications Chapter 6 Water Supply Page 2 of 2 of this standard. (3) Piping connected to the system that supplies only plumbing fixtures complies with local plumbing and health authority requirements but is not required to be listed. (4) Permitted by the local plumbing or health authority. (5) Warning Sign. A sign shall be affixed adjacent to the main shutoff valve that states in minimum 1/4 in. (6.4 mm) letters, "Warning, the water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shutoff valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign." (6) Where water treatment and filtration are installed, one of the following conditions shall be met: (a) The flow restriction and pressure loss through the water treatment equipment shall be taken into account in the hydraulic calculations. (b) An automatic bypass shall be installed around the water treatment equipment that directs all water directly to the system. 6.4 Manufacturcd Home Water Supply. For sprinklered buildings manufactured off-site, the minimum pressure needed to satisfy the system design criteria on the system side of the meter shall be specified on a data plate by the manufacturer. NEXT CHAPTER Fire Design Services 807 Sauer Road Kalama WA 98625 Date 07/30/14 Job: ASHBRKSW PROJECT INFORMATION Job_ Ashbrook (Leasing Office) Tigard, Oregon Occupancy Residential Density 0.05 gpm/sq.ft. Area per Sprinkler 16'x18' Sprinklers Tyco LFII K=4.2 HSW (TY1334) Number of Sprinklers Calculated: 2 heads Authority having Jurisdiction_ _ NFPA-13 System type_ _ Wet 65.00 psi Pump @ 32.0 gpm CALCULATION SUMMARY Demand 35.82 psi @ 38.3 gpm @ B.O.R. 35.82 psi @ 38.3 gpm @ Supply 57.65 psi available @ 38.3 gpm Below curve by 21.83 psi Notes: Calculation of the two most demanding heads for garage coverage 16'x18' PROGRAM: 'HydroCalc' by Micro Space Systems www.microspacesystems.com Ashbrook (Leasing Office) Flow Test Summary Sheet N1.85 80- 70--T 1 s r 1 1 r r 60--.---K p 4 i--- r , 50;J —" L l J J 1 L . � UI Ck w 40--T , r r 1 1 T r . 1 m a► la a 30-_•---K h 4 a 5. 20-_1 J L L J J i L 10--T 1 r r 1 1 T r 1 1 1 1 I 1 1 5 1 15 10 20 25 30 35 40 45 50 Flow (GPM) •Pump rated pressure = 65 psi while flowing 32 gpm. •Demand at BOR = 35.81 psi with 38.3 gpm flowing. •Churn pressure = 78 psi •System demand = 35.82 psi with 38.3 gpm flowing. ■Maximum pump flow = 48 gpm at 42.25 psi. Pressure available = 57.65 psi when 38.3 gpm is flowing. ' Demand is below curve by 21.83 psi (37.80%). Ashbrook (Leasing Office) Sheet 3 Fire Design Services Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow BV Butterfly valve Description of Other abbreviations Code Description BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure A.5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length ASHBRKSW 07/30/14 5:41am Sheet 4 Fire Design Services Sprinkler Systems Hydraulic Flow Calculations Ashbrook (Leasing Office) Tigard, Oregon Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.109 10.50 4.2 20.500 0.000 0.0 150 32 2 BL1 1.109 11.90 4.2 20.500 0.000 0.0 150 32 5 RI 1.080 6.00 BL1 0.000 6.000 0.0 120 32 1T,1BV, 1E 6 RI 1.080 3.00 0.000 3.000 0.0 120 32 ASHBRKSW 07/30/14 5:41am Sheet 5 Fire Design Services Sprinkler Systems Hydraulic Flow Calculations Ashbrook (Leasing Office) Tigard, Oregon .Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt ) C = 150 L 10.5 PT 20.95 1 End head 19.2=4.20(20.95)A.5 F 0.0 PE 0.00 1 19.2 1.109 T 10.5 0.06104 PF 0.64 6.4 L 11.9 PT 21.59 2 19.0=4.20(20.50)A.5 F 0.0 PE 0.00 2 38.3 1.109 T 11.9 0.21788 PF 2.59 12.7 PV= 1.09 PT 24.18 5 Top of Riser K-factor for branchline no. 1 = 38.3/(24.18)A.5 = 7.79 ASHBRKSW 07/30/14 5:41am Sheet 6 Fire Design Services Sprinkler Systems Hydraulic Flow Calculations Ashbrook (Leasing Office) Tigard, Oregon -Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 120 L 6.0 PT 24.18 5 BL1 F 11.6 PE 2.60 (EL= 6.0 ft) 5 38.3 1.080 1T 1BV T 17.6 0.37565 PF 6.61 13.4 1E L 3.0 PT 33.39 6 F 0.0 PE 1.30 (EL= 3.0 ft) 6 38.3 1.080 T 3.0 0.37565 PF 1.13 13.4 PT 35.82 7 B.O.R. Supply pressure available with 38.3 gpm flowing is 57.64 psi, thus system requirement is 21.82 psi below supply curve. (37.9%) ASHBRKSW 07/30/14 5:41am Sheet 7 Supply Analysis Node at Static Residual Available Total Required - Source Pressure Pressure Flow Pressure Demand Pressure 7 0.00 0.00 0.0 0.00 38.3 35.82 • Node Analysis Elevation Node Type Pressure Discharge Node (ft) K-Value Source (psi) (gpm) Notes 1 9.00 Orif= 4.20 20.95 19.2 2 9.00 Orif= 4.20 Pv=1.09 21.59 19.0 5 9.00 24.18 - 6 3.00 33.39 - ASHBRKSW 07/30/14 5:41am Sheet 8 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt • Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 9.00 4.20 19.2 1" L 10.5 150 Pt 20.95 1 F 0.0 6.4 Pe 0.00 2 9.00 19.2 1.109 T 10.5 0.0610 Pf 0.64 2 9.00 4.20 19.0 1" L 11.9 150 Pt 21.59 2 F 0.0 12.7 Pe 0.00 Pv=1.09 5 9.00 38.3 1.109 T 11.9 0.2179 Pf 2.59 BL1:K=7.79 5 9.00 7.79 [38.3] 1" 1T 1BV L 6.0 120 Pt 24.18 Top of Riser 5 lE F 11.6 13.4 Pe 2.60 6 3.00 38.3 1.080 11.6 T 17.6 0.3757 Pf 6.61 6 3.00 1" L 3.0 120 Pt 33.39 6 F 0.0 13.4 Pe 1.30 7 0.00 38.3 1.080 T 3.0 0.3757 Pf 1.13 Supply tqcci I Fire & Building Products rapid response HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800)381-9312/Fax:(800)791-5500 Series LFII Residential Horizontal Sidewall Sprinklers 4.2 K-factor General adjustment or up to 1/2 inch(12,7 mm) of total adjustment from the flush mounting surface position.The adjust- Description ment provided by the Recessed Es- cutcheon reduces the accuracy to The Series LFII (TY1334) Residential which the pipe nipples to the sprinklers Horizontal Sidewall Sprinklers are must be cut. decorative, fast response, frangible bulb sprinklers designed for use in The Series LFII (TY1334) has been residential occupancies such as designed with heat sensitivity and homes, apartments, dormitories, and water distribution characteristics hotels.When aesthetics and optimized proven to help in the control of residen f flow characteristics are the major teal fires and to improve the chance for lhpl con- sideration, the Series LFII (TY1334) occupants to escape or be evacuated. should be the first choice. The Series LFII are to be used in wet WARNINGS pipe residential sprinkler systems for The Series LFiI (TY1334) Residential one-and two-family dwellings and mo- Horizontal Sidewall Sprinklers de- bile homes per NFPA 13D; wet pipe scribed herein must be installed and residential sprinkler systems for resi- maintained in compliance with this dential occupancies up to and includ- document, as well as with the applica- ing four stories in height per NFPA ble standards of the National Fire Pro- 13R;or, wet pipe sprinkler systems for tection Association, in addition to the the residential portions of any occu- standards of any other authorities hav- ,)100° pancy per NFPA 13. ing jurisdiction. Failure to do so may The Series LFII (TY1334) has a 4.2 impair the performance of these de- (60,5) K-factor that provides the re- vices. quired residential flow rates at reduced The owner is responsible for maintain pressures,enabling smaller pipe sizes ing their fire protection system and de- and water supply requirements. vices in proper operating condition. The recessed version of the Series The installing contractor or sprinkler LFII (TY1334) is intended for use in manufacturer should be contacted areas with finished walls. It employs a with any questions. two-piece Style 20 Recessed Escutch- eon. The Recessed Escutcheon pro- vides 1/4 inch (6,4 mm) of recessed Sprinkler/Model Identification IMPORTANT Number Always refer to Technical Data Sheet TFP700 for the 'INSTALLER SIN TY1334 WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 JANUARY, 2006 TFP410 Page 2 of 8 TFP41O Components: 5 3 2 1 1 - Frame WRENCH I 2- Button Assembly Eti:MO FLATS 3- Sealing Assembly p nAADw∎� 4- Bulb v –∎``' �■� 5 Compression Screw _ 6* a,��►��► '�I�IIIIII�III• 6 - Deflector" TOP-OF- g 4 7/16"(11,1 mm) 7.4111 '� 2 718"DIA. DEFLECTOR �I NOMINAL A�� *Temperature rating \ I MAKE-IN I I i (73,0 mm) is indicated on top , of Deflector. II IIll �� CENTERLINE 7/16" Ij_, OF WATERWAY IPA (11,1 mm) ' 1/2"NPT RECESSED '�_ 1-5/8" ~` ESCUTCHEON END-OF- (41,3 mm) ESCUTCHEON DEFLECTOR 2-1/4" PLATE SEATING BOSS (57,2 mm) SURFACE RECESSED FIGURE 1 SERIES LFII(TY1334)RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS • y 7/1611/8" e (11,113,2 mm) MOUNTING FACE OF WRENCH RECESS SURFACE — SPRINKLER (END"A"USED FITTING FOR TY1334) TOP-OF- FIGURE 3 DEFLECTOR CLOSURE U AIIII W-TYPE 6 SPRINKLER WRENCH \ TY1334 2-7/8"DIA. n DIA.(73,0 mm) WRENCH I!l� 11111 (57 2 mm) RECESS VP 7/,m I t(11,1 mm) o�� • MOUNTING 1111) PLATE END-OF- DEFLECTOR y 1/8" PUSH WRENCH BOSS (3,2 mm) IN TO ENSURE 1-3/8"(34,9 mm) 1/2"(12,7 mm) ENGAGEMENT WITH SPRINKLER 1-1/8"(28,6 mm) 1/4"(6,4 mm) WRENCHING AREA FIGURE 4 FIGURE 2 W-TYPE 7 RECESSED STYLE 20 RECESSED ESCUTCHEON SPRINKLER WRENCH FOR USE WITH THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER TFP41O Page 3 of 8 Technical total number of"design sprinklers" as Do not attempt to compensate for in- specified in NFPA 13D or NFPA 13R. sufilcient adjustment in an Escutcheon For systems designed to NFPA 13,the Plate by under- or over-tightening the Data number of design sprinklers is to be Sprinkler. Readjust the position of the the four most hydraulically demanding sprinkler fitting to suit. Approvals: y y UL and C-UL Listed. NYC Approved sprinklers. The minimum required dis- The Series LFII Horizontal Sidewall ' under MEA 44-03-E. charge from each of the four sprinklers Sprinklers must be installed in ac- is to be the greater of the following: cordance with the following instruc- Maximum Working Pressure: tions. 175 psi (12,1 bar) • The flow rates given in Tables A, B, C, and D for NFPA 13D and 13R as Step 1. Horizontal sidewall sprinklers Discharge Coefficient: a function of temperature rating and are to be installed in the horizontal K=4.2 GPM/psi112 (60,5 LPM/bar1J2) the maximum allowable coverage position with their centerline of water- Temperature Rating: area. way perpendicular to the back wall and 155°F/68°C or 175°F/79°C A minimum discharge of 0.1 gpm/sq. parallel to the ceiling. The word"TOP" • face towards the Finishes: ft. over the"design area"comprised on the Deflector is De- White Polyester Coated, of the four most hydraulically de- ceiling with the fronnt t edge of the De Chrome Plated, or Natural Brass manding sprinklers for the actual Hector parallel to the ceiling. coverage areas being protected by Step 2. With pipe thread sealant ap- Physical Characteristics: the four sprinklers. plied to the pipe threads, hand tighten Frame Brass Obstruction To Water Distribution. the sprinkler into the sprinkler fitting. Button Bronze Locations of sprinklers are to be in Step 3. Tighten the sprinkler into the Sealing Assembly accordance with the obstruction rules sprinkler fitting using only the W-Type Beryllium Nickel w/Teflont of NFPA 13 for residential sprinklers. 6 Sprinkler Wrench (Ref. Figure 3). Bulb 3 mm dia. Glass With reference to Figure 1,the W-Type Compression Screw Bronze Operational Sensitivity. The sprin- 6 Sprinkler Wrench is to be applied to Deflector Copper klers are to be installed with an end-of- the wrench flats. deflector-boss to wall distance of 1- tDupont Registered Trademark 3/8 to 6 inches or in the recessed po- The Series LFII Recessed Horizontal sition using only the Style 20 Re- Sidewall Sprinklers must be installed cessed Escutcheon as shown in in accordance with the following in- Operation Figure 2. structions. The glass Bulb contains a fluid that In addition the top-of-deflector-to-ceil- Step A. Recessed horizontal sidewall expands when exposed to heat.When ing distance is to be within the range sprinklers are to be installed in the the rated temperature is reached, the (Ref. Table A, B, C, or D) being hy- horizontal position with their centerline fluid expands sufficiently to shatter the draulically calculated. of waterway perpendicular to the back glass Bulb allowing the sprinkler to Sprinkler Spacing. The minimum wall and parallel to the ceiling. The activate and flow water. spacing between sprinklers is 8 feet word"TOP"on the Deflector is to face (2,4 m). The maximum spacing be- towards the ceiling. Design tween sprinklers cannot exceed the Step B. After installing the Style 20 width of the coverage area(Ref.Table Mounting Plate over the sprinkler Criteria A)being hydraulically calculated (e.g., threads and with pipe thread sealant maximum 12 feet for a 12 ft. x 12 ft. applied to the pipe threads, hand The Series LFII (TY1334) Residential coverage area,or 16 feet for a 16 ft. x tighten the sprinkler into the sprinkler Horizontal Sidewall Sprinklers are UL 20 ft. coverage area). fitting. and C-UL Listed for installation in ac- Step C. Tighten the sprinkler into the cordance with the following criteria. Installation sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. NOTE The Series LFII (TY1334) must be in- Figure 4). With reference to Figure 1, When conditions exist that are outside stalled in accordance with the follow- the W-Type 7 Recessed Sprinkler the scope of the provided criteria,refer ing instructions: Wrench is to be applied to the sprinkler to the Residential Sprinkler Design NOTES wrench flats. Guide TFP490 for the manufacturer's Do not install any bulb type sprinkler if Step C. After the wall has been in- recommendations that may be accept- the bulb is cracked or there is a loss of stalled or the finish coat has been ap- able to the local Authority Having Ju- liquid from the bulb. With the sprinkler plied, slide on the Style 20 Closure risdiction. held horizontally, a small air bubble over the Series LFII Sprinkler and System Type. Only wet pipe systems should be present. The diameter of the push the Closure over the Mounting may be utilized. air bubble is approximately 1/16 inch Plate until its flange comes in contact (1,6 mm). with the wall. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems A leak tight 1/2 inch NPT sprinkler joint designed to NFPA 13D or NFPA 13R should be obtained with a torque of 7 are given in Table A, B, C,and D as a to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- function of temperature rating and the mum of 21 ft.lbs. (28,5 Nm)of torque maximum allowable coverage areas. is to be used to install sprinklers. The sprinkler flow rate is the minimum Higher levels of torque may distort the required discharge from each of the sprinkler inlet with consequent leak- age or impairment of the sprinkler. (Continued on Page 8) Page 4 of 8 TFP41O • ELEVATION Maximum Maximum Coverage Spacing Minimum Flow(C)and Residual Pressure Area(a) Ft. - Width x Length ibl (m) Top-Of-Deflector-To-Ceiling: Top-Of-Deflector-To-Ceiling: Ft.x Ft. 4 to 6 Inches(100 to 150 mm) 6 to 12 Inches(150 to 300 mm) (mxm) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 12 GPM(45,4 LPM) 12 GPM(45,4 LPM) 13 GPM(49,2 LPM) 13 GPM(49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi(0,57 bar) 8.2 psi(0,57 bar) 9.6 psi(0,66 bar) 9.6 psi(0,66 bar) 14 x 14 14 14 GPM(53,0 LPM) 16 GPM(60,6 LPM) 17 GPM(64,3 LPM) 18 GPM(68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi(0,77 bar) 14.5 psi(1,00 bar) 16.4 psi(1,13 bar) 18.4 psi(1,27 bar) 16 x 16 16 16 GPM(60,6 LPM) 16 GPM(60,6 LPM) 18 GPM(68,1 LPM) 18 GPM(68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 18 16 19 GPM(71,9 LPM) 19 GPM(71,9 LPM) 21 GPM(79,5 LPM) 21 GPM(79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi(1,41 bar) _ 20.5 psi(1,41 bar) 25.0 psi(1,72 bar) 25.0 psi(1,72 bar) 16 x 20 16 23 GPM(87,1 LPM) 23 GPM(87,1 LPM) 26 GPM(98,4 LPM) 26 GPM(98,4 LPM) (4,9 x 6,1) (4,9) 30.0 psi(2,07 bar) 30.0 psi(2,07 bar) 38.3 psi(2,64 bar) 38.3 psi(2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. (d)Sidewall sprinklers,where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run,must be located per one of the following: - Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. • Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR HORIZONTAL CEILING(Maximum 2 Inch Rise for 12 Inch Run) TFP41O Page 5 of 8 • 12" 8" MAXIMUM • ELEVATION Minimum Flow Cc)and Residual Pressure (I)Two sprinkler design with the sprinklers at the high point of the slope and positioned to discharge down the slope. Maximum Maximum Coverage Spacing Area(a) Ft. Width x Length(b) (m) Ft.x Ft. Top-Of-Deflector-To-Ceiling: Top-Of-Deflector-To-Ceiling: (m x m) 4 to 6 Inches(100 to 150 mm) 6 to 12 Inches(150 to 300 mm) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 1 12 GPM(45,4 LPM) I 12 GPM(45,4 LPM) I 13 GPM(49,2 LPM) I 13 GPM(49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi(0,57 bar) 8.2 psi(0,57 bar) 9.6 psi(0,66 bar) 9.6 psi(0,66 bar) 14 x 14 14 I 14 GPM(53,0 LPM) I 14 GPM(53,0 LPM) I 17 GPM(64.3 LPM) I 17 GPM(64.3 LPM) (4,3 x 4,3) (4,3) 11.1 psi(0,77 bar) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 16.4 psi(1,13 bar) 16 x 16 16 I 16 GPM(60,6 LPM) 1 16 GPM(60,6 LPM) I 18 GPM(68,1 LPM) I 18 GPM(68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 18 16 1 19 GPM(71,9 LPM) 119 GPM(71,9 LPM) I 21 GPM(79,5 LPM) I 21 GPM(79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi(1,41 bar) 20.5 psi(1,41 bar) 25.0 psi(1,72 bar) 25.0 psi(1,72 bar) 16 x 20 16 I 24 GPM(90,8 LPM) I 24 GPM(90,8 LPM) I 26 GPM(98,4 LPM) 1 26 GPM(98,4 LPM) (4,9 x 6,1) (4,9) 32.7 psi(2,25 bar) 32.7 psi(2,25 bar) 38.3 psi(2,64 bar) 38.3 psi(2,64 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE B NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS AT THE HIGH POINT OF THE SLOPE AND DISCHARGING DOWN THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) Page 6 of 8 TFP41O 12" 4" MAXIMUM • ELEVATION Minimum Flow(c)and Residual Pressure (II)Two sprinkler design with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum (III)Three sprinkler design when there are more than two sprinklers in a compartment and Coverage Spacing with the sprinklers located along the slope and positioned to discharge across the slope. Area(a) Ft. Width x Length(b) (m) Ft.x Ft. Top-Of-Deflector-To-Ceiling: Top-Of-Deflector-To-Ceiling: (m x m) 4 to 6 Inches(100 to 150 mm) 6 to 12 Inches(150 to 300 mm) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 II 16 GPM(60,6 LPM) 11 16 GPM(60,6 LPM) II 18 GPM(68,1 LPM) II 18 GPM(68,1 LPM) (3,7 x 3,7) (3,7) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 14 x 14 14 II 16 GPM(60,6 LPM) II 16 GPM(60,6 LPM) II 18 GPM(68,1 LPM) II 18 GPM(68,1 LPM) (4,3 x 4,3) (4,3) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 16 16 II 16 GPM(60,6 LPM) II 16 GPM(60,6 LPM) II 18 GPM(68,1 LPM) II 18 GPM(68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 18 16 I1 22 GPM(83,3 LPM) II 22 GPM(83,3 LPM) II 22 GPM(83,3 LPM) II 22 GPM(83,3 LPM) (4,9 x 5,5) (4,9) 27.4 psi(1,89 bar) 27.4 psi(1,89 bar) 27.4 psi(1,89 bar) 27.4 psi(1,89 bar) 16 x 20 16 III 23 GPM(87,1 LPM) Ill 23 GPM(87,1 LPM) Ill 26 GPM(98,4 LPM) Ill 26 GPM(98,4 LPM) (4,9 x 6,1) (4,9) 30.0 psi(2,07 bar) 30.0 psi(2,07 bar) 38.3 psi(2,64 bar) 38.3 psi(2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE C NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 4 Inch Rise for 12 Inch Run) TFP41O Page 7 of 8 12" 8" MAXIMUM • ELEVATION Minimum Flow(c)and Residual Pressure (III)Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum Coverage Spacing Area(a) Ft. Width x Length(b) (m) Ft.x Ft. Top-Of-Deflector-To-Ceiling: (mxm) 4 to 6 Inches(100 to 150 mm) 155°F/68°C 175°F/79°C 12 x 12 12 III 16 GPM(60,6 LPM) III 16 GPM(60,6 LPM) (3,7 x 3,7) (3,7) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 14 x 14 14 III 16 GPM(60,6 LPM) III 16 GPM(60,6 LPM) (4,3 x 4,3) (4,3) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 16 x 16 16 III 16 GPM(60,6 LPM) Ill 16 GPM(60,6 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 16 x 18 16 N/A N/A (4,9 x 5,5) (4,9) 16 x 20 16 N/A N/A (4,9 x 6,1) (4,9) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE D NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 4 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) Page 8 of 8 TFP47O Care and Limited Ordering Maintenance Warranty Procedure The Series LFII (TY1334) must be Products manufactured by Tyco Fire& When placing an order, indicate the maintained and serviced in accord- Building Products (TFBP) are war- full product name. Contact your local ance with the following instructions: ranted solely to the original Buyer for distributor for availability.. NOTES ten(10)years against defects in mate Sprinkler Assembly: Absence of an Escutcheon Plate may rial and workmanship when paid for delay the sprinkler operation in a fire and properly installed and maintained Series LFII(TY1334),K=4.2,Residen- situation. under normal use and service. This tial Horizontal Sidewall Sprinkler with warranty will expire ten (10) years (specify) temperature rating and Before closing a fire protection system from date of shipment by TFBP. No (specify)finish, P/N (specify). main control valve for maintenance warranty is given for products or corn- work on the fire protection system ponents manufactured by companies 155°F/68°C or which it controls, permission to shut not affiliated by ownership with TFBP Chrome Plated P/N 51-211-9-155 down the affected fire protection sys- 155°F/6a°C or for products and components which White Polyester P/N 51-211-4-155 tern must be obtained from the proper have been subject to misuse,improper 155°F/68°C authorities and all personnel who may installation corrosion, or which have White be affected by this action must be no- not been installed, maintained, modi- (RAL9010)' P/N 51-211-3-155 tified. fied or repaired in accordance with ap- 155°F/saac Sprinklers which are found to be leak- plicable Standards of the National Fire Natural Brass P/N 51-211-1-155 P P 175°F/79°C or ing or exhibiting visible signs of corro- Protection Association, and/or the Chrome Plated P/N 51-211-9-175 sion must be replaced. standards of any other Authorities 175°F/79°C Automatic sprinklers must never be Having Jurisdiction. Materials found White Polyester P/N 51-211-4-175 painted, p p b TFBP to be defective shall be either 175°White lated, coated, or otherwise by white altered after leaving the factory. Modi- repaired or replaced, at TFBP's sole (RAL9010)' P/N 51-211-3-175 fied sprinklers must be replaced. option. TFBP neither assumes, nor 175°F/79°C Sprinklers that have been exposed to authorizes any person to assume for it, Natural Brass P/N 51-211-1-175 corrosive products of combustion, but any other obligation in connection with -Eastern Hemisphere sales only. . have not operated,should be replaced the sale of products or parts of prod- if they cannot be completely cleaned ucts.TFBP shall not be responsible for Recessed Escutcheon: by wiping the sprinkler with a cloth or sprinkler system design errors or inac- by brushing it with a soft bristle brush. curate or incomplete information sup- Specify: Style 20 Recessed Escutch- Care must be exercised to avoid dam- plied by Buyer or Buyer's repre- eon with (specify*) finish, P/N (spec- age to the sprinklers - before, during, sentatives. ity'). and after installation. Sprinklers dam- In no event shall TFBP be liable, in *Refer to Technical Data Sheet TFP770. aged by dropping, striking, wrench contract, tort, strict liability or under twist/slippage, or the like, must be re- any other legal theory, for incidental, Sprinkler Wrench:P laced.Also,replace an sprinkler that indirect,special or consequential dam- Specify: W-Type 6 Sprinkler Wrench, has a cracked bulb or that has lost ages, including but not limited to labor P/N 56-000-6-387. liquid from its bulb. (Ref. Installation charges, regardless of whether TFBP Section). was informed about the possibility of Specify: W-Type 7 Sprinkler Wrench, The owner is responsible for the in- such damages, and in no event shall P/N 56-850-4-001. spection, testing, and maintenance of TFBP's liability exceed an amount their fire protection system and de- equal to the sales price. vices in compliance with this docu- The foregoing warranty is made in lieu ment, as well as with the applicable of any and all other warranties. ex- standards of the National Fire Protec- press or implied. including warranties lion Association (e.g., NFPA 25), in of merchantability and fitness fora par- addition to the standards of any other ticular purpose. authorities having jurisdiction. The in- stalling contractor or sprinkler manu- This limited warranty sets forth the ex- facturer should be contacted relative clusive remedy for claims based on to any questions. failure of or defect in products, materi- NOTE als or components, whether the claim The owner must assure that the sprin- is made in contract, tort, strict liability klers are not used for hanging of any or any other legal theory. objects and that the sprinklers are only This warranty will apply to the full ex- cleaned by means of gently dusting tent permitted by law.The invalidity, in with a feather duster; otherwise, non- whole or part, of any portion of this operation in the event of a fire or inad- warranty will not affect the remainder. vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale, Pennsylvania 19446 l Fire Design Services 807 Sauer Road Kalama WA 98625 Date 07/29/14 Job: ASHBRK PROJECT INFORMATION . Job_ Ashbrook (Leasing Office) Tigard, Oregon Occupancy Residential Density 0.05 gpm/sq.ft. Area per Sprinkler 20'x20' Sprinklers Tyco LFII K=4.9 (TY2234) Number of Sprinklers Calculated: 2 heads Authority having Jurisdiction_ _ NFPA-13 System type_ _ Wet 65.00 psi Pump @ 32.0 gpm CALCULATION SUMMARY Demand 43.17 psi @ 40.1 gpm @ B.O.R. 43.17 psi @ 40.1 gpm @ Supply 55.17 psi available @ 40.1 gpm Below curve by 12.00 psi Notes: Calculation of two most remote heads PROGRAM: 'HydroCalc' by Micro Space Systems www.microspacesystems.com Ashbrook (Leasing Office) Flow Test Summary Sheet N1.85 80- 1 70--T 1 r r 1 T r - 1 1 1 50'J L L J J 1 I.r G] Ck1 W 40 -T 1 a +�Ja--•---i r - 4 ---" • s- 20""1 J L L J J 1 L 10--T--'1------r---- r 1 1 1 f 1 1 / 1 1 1 1 5 10 1.5 20 25 30 35 40 45 50 Flow (GPM) •Pump rated pressure = 65 psi while flowing 32 gpm. -!Demand at BOR = 43.17 psi with 40.1 gpm flowing. •Churn pressure = 78 psi System demand = 43.17 psi with 40.1 gpm flowing. •Maximum pump flow = 48 gpm at 42.25 psi. Pressure available = 55.17 psi when 40.1 gpm is flowing. Demand is below curve by 12.00 psi (21.80%). . Ashbrook (Leasing Office) Sheet 3 Fire Design Services Description of Fitting abbreviations Code Description . PT Plastic Tee PE Plastic 90 degree Elbow PTR Plastic Tee flow thru run Description of Other abbreviations Code Description BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure A.5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length ASHBRK 07/29/14 12:39pm Sheet 4 Fire Design Services Sprinkler Systems Hydraulic Flow Calculations . Ashbrook (Leasing Office) Tigard, Oregon . Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.109 10.50 4.9 16.700 0.000 0.0 150 32 1PE 2 BL1 1.109 11.90 4.9 16.700 0.000 0.0 150 32 1PTR 3 BL1 1.109 18.50 0.000 0.000 0.0 150 32 3PTR,1PT 4 RI 1.080 9.90 BL1 0.000 9.900 0.0 120 32 5 RI 1.080 6.00 0.000 6.000 0.0 120 32 6 RI 1.080 3.00 0.000 3.000 0.0 120 32 J ASHBRK 07/29/14 12:39pm Sheet 5 Fire Design Services Sprinkler Systems Hydraulic Flow Calculations Ashbrook (Leasing Office) Tigard, Oregon . Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt ) C = 150 L 10.5 PT 16.74 1 End head 20.1=4.90(16.74)A.5 F 7.0 PE 0.00 1 20.1 1.109 1PE T 17.5 0.06598 PF 1.15 6.7 L 11.9 PT 17.90 2 20.0=4.90(16.70)A.5 F 1.0 PE 0.00 2 40.1 1.109 1PTR T 12.9 0.23762 PF 3.07 13.3 PV= 1.19 L 18.5 PT 20.96 3 F 8.0 PE 0.00 3 40.1 1.109 3PTR 1PT T 26.5 0.23762 PF 6.30 13.3 PT 27.26 4 Top of Riser K-factor for branchline no. 1 = 40.1/(27.26)'.5 = 7.68 • ASHBRK 07/29/14 12:39pm Sheet 6 Fire Design Services Sprinkler Systems Hydraulic Flow Calculations • Ashbrook (Leasing Office) Tigard, Oregon • Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 120 L 9.9 PT 27.26 4 BL1 F 0.0 PE 4.29 (EL= 9.9 ft) 4 40.1 1.080 T 9.9 0.40900 PF 4.05 14.0 L 6.0 PT 35.60 5 F 0.0 PE 2.60 (EL= 6.0 ft) 5 40.1 1.080 T 6.0 0.40900 PF 2.45 14.0 L 3.0 PT 40.65 6 F 0.0 PE 1.30 (EL= 3.0 ft) 6 40.1 1.080 T 3.0 0.40900 PF 1.23 14.0 PT 43.17 7 B.O.R. Supply pressure available with 40.1 gpm flowing is 55.17 psi, • thus system requirement is 12.00 psi below supply curve. (21.8%) ASHBRK 07/29/14 12:39pm Sheet 7 Supply Analysis Node at Static Residual Available Total Required • Source Pressure Pressure Flow Pressure Demand Pressure • • 7 0.00 0.00 0.0 0.00 40.1 43.17 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K-Value Source (psi) (gpm) Notes 1 18.90 Orif= 4.90 16.74 20.1 2 18.90 Orif= 4.90 Pv=1.19 17.90 20.0 3 18.90 20.96 - 4 18.90 27.26 - 5 9.00 35.60 - 6 3.00 40.65 - 7 0.00 Supply 43.17 - • ASHBRK 07/29/14 12:39pm Sheet 8 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe • Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes s 1 18.90 4.90 20.1 1" 1PE L 10.5 150 Pt 16.74 1 F 7.0 6.7 Pe 0.00 2 18.90 20.1 1.109 7.0 T 17.5 0.0660 Pf 1.15 2 18.90 4.90 20.0 1" 1PTR L 11.9 150 Pt 17.90 2 F 1.0 13.3 Pe 0.00 Pv=1.19 3 18.90 40.1 1.109 1.0 T 12.9 0.2376 Pf 3.07 3 18.90 1" 3PTR 1PT L 18.5 150 Pt 20.96 3 F 8.0 13.3 Pe 0.00 4 18.90 40.1 1.109 8.0 T 26.5 0.2376 Pf 6.30 BL1:K=7.68 4 18.90 7.68 [40.1] 1" L 9.9 120 Pt 27.26 Top of Riser 4 F 0.0 14.0 Pe 4.29 5 9.00 40.1 1.080 T 9.9 0.4090 Pf 4.05 5 9.00 1" L 6.0 120 Pt 35.60 5 F 0.0 14.0 Pe 2.60 6 3.00 40.1 1.080 T 6.0 0.4090 Pf 2.45 6 3.00 1" L 3.0 120 Pt 40.65 6 F 0.0 14.0 Pe 1.30 7 0.00 40.1 1.080 T 3.0 0.4090 Pf 1.23 Supply