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Home My WebLink AboutPermit Fire 2019-08-29Eugene Office 1320 Willamette St. Eugene, Oregon 9740'l (541\ 682-5411 (s41 ) 682-6882 FAX Springfield Office 225 Fifth Street Springfield, OR 97477 (541) 726-3737 (s41)741-2214 FAd, FIRE Fire Marshal's Office DATE:August 29,2019 PROJECT: Rosen Sunvisor T.l. - Sprinklers LOCATED AT: 4884 Franklin Blvd. APPLICANT: Harvey & Price The following is a description of the proposed project: Sprinkler systems for the tenant improvement, including the cooler, oven, and 2 paint booths. The following lettered items are conditions of approval: The following NFPA 13 (2013) requirements apply to the sprinkler system for the paint booths A. Section 22.4.1 .5 - The sprinkler system shall be controlled by a separate, listed indicating valve(s), operable from the floor level. B. Section 22.4.2.1 - Sprinkler systems protecting stacks or ducts shall meet all of the following requirements: (1) Sprinklers shall be spaced no more than 3.7 m (12 ft) apart. (2) lf exhaust ducts are manifolded, a sprinkler shall be located in the manifold at the junction of each exhaust duct with the manifold. (3) Sprinklers shall provide a minimum flow of 114 Umin (30 gpm) per head at a minimum of 1 bar (15 psi) pressure. (4) Sprinklers shall be ordinary temperature rated, unless required to be higher due to operating temperatures measured in the ducts, in which case the operating temperature shall be at least 28'C (50'F) above the inside temperature of the duct. @irux JOB NO: 19-01967-FIRE A shared service oI the cities of Eusene and Sorine_field. Oreeon EUGENE SPRINGTIEI.,D Fire Department Plans Review Comments Plans submitted for the proposed construction at the above project address have been reviewed for conformance with the City of Springfield fire code. C. Section 24.2.2.1 - Sprinklers shall be permitted to be covered only by cellophane bags having a thickness of 0.08 mm (0.003 in.) or less or by thin paper bags. These coverings shall be replaced frequently so that heavy deposits of residue do not accumulate. This permit was reviewed under the 2014 Oregon Structural specialty code and the 2014 Springfield Fire Code. ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF THE FIRE AND BUILDING SAFEW CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. ANY CHANGES OR ALTERATIONS made after the date of this review must be approved by the Building Official and Fire Marshal. PLANS REVIEWED BY: Eric Phillips-Meadow Deputy Fire Marshal Eugene Springfield Fire (541) 780-4048 @wn A shared service ofthe cities of Eueene and sorinefield. Oreson I:,ARVEY&.'P-RIGEMDCHANIGl'I G€l'IIBAC,!clRs ROSEN SUNVISOR SYSTEMS 4884 FRANKLIN BOULEVARD EUGENE OREGON 97403 SPRINKLER MODIFICATION T.I. FOR FIRE PROTECTION AREA-PHASE 2 FIRE SPRINKLER CONTRACTOR HARVEY & PRICE CO. 2015 NUGGET WAY EUGENE, OR 97403 541-746-1621 PRIMARY CONTACT: JUSTIN ROBERTS j r o b e rt s@lt arv ey an dp r i c e. c o ur 0- o Fc, oil fLOco: \ q,E oo U) e 9"otr (r: oo -'3.:o E E3 1 .2Eo a0)6 E @ qro o- .!q 3'n 3 G oF E a O.:-ou.9i-t E al o oIo o!^o:i .o!: Gv =I E 6 o <q,cE6io iu ]9o O u.lOtL6 zi t9 .zN <q N: IJJ 'Eaa Eo !t! ou LIJ)o d) 2a' 3E a- !sfiEoJ]6 u.l.*; (! (-) t ==fozo tr Jf,oJ o o(5o .9ooo ulF U'' (D to z: z Lll od Ed co HYDRAULIC CALCULATIONS for Job lnformation Project Name : ROSEN SUNVTSOR SYSTEMS Contract No. : Project Location: 4884 FRANKLIN BOULEVARD City: EUGENE, OREGON 97403 Dale 41312019 Contractor lnformation Name of Contractor: HARVEY AND PRICE CO Address: 2015 NUGGET WAY Phone Number: 541-746-1621 Name of Designer: T.O. Authority Having Jurisdiction: City: EUGENE, OREGON 97403 E-mail: TOCONNOR@HARVEYANDPRICE.COM Design Remote Area Name Remote Area Location Occupancy Classifi cation Density (gprn/fl,) Area ofApplication (tt ) Coverage per Sprinkler (ft') Number of Calculated Sprinklers ln-Rack Demand (gpm) Special Heads Hose Streams (gpm) TotalWater Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) MEZZ OHG2 0.2 1200 120 10 0 250 503.4 44.9 Wet 468.9 gal Water Supply lnformation Date Location Source 0410312019 4884 FRANKLIN BLVD N otes File: SIROSEN 2019\1 Active Drawings\RosEN OFFICE CALC.dwg Copyrighl O 2002-2012 Tyco Fhe Protection ProductsDate 8/16/2019 Page 2 o- I9 O ol4[!9(JP I oo-0aE 'ri ENoE -@ - .9t c! at uJ- ot a i; i! a oo 9! 2o- (o.9 6QOE<atro tigOE l.)OI .EEO(EN ots(E 'r=xo"o U) L.LlFa doa zl z Lll ot r-e- Job : ROSEN SUNVISOR SYSTEI/S Hydraulic Analysis for : 6 Calculation lnfo Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lblft3) Fluid Dynamic Viscosity, (lb.s/ftr) Demand Hazen-Williams water @ 60F ( 15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Water Supply Parameters Supply1:Wl Supply Analysis Flow (gpm)Pressure (psi) 0 69 2500 62 Node at Source Stalic Pressure (psi) Residual Paessure (psi) Flow (spm) Available Pressure (psi) Total Demand (spm) 69 62 2 500 68.9 503.4 44.9 Hoses lnside Hose Flow/ Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Sprinklers Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) 253.4 0 0 Total Sprinkler Flow (gpm)253.4 Other Required Margin of Safety (psi) Wl - Pressure (psi) W1 - Flow (gpm) Demand o System Pump(s) 0 44.9 253.4 N/A File: S1ROSEN 2019\1 Active Drawings\ROSEN OFFICE CALC.dwg Cop[ight @ 2002-20'12 T]rco Fire Protection ProductsDate 8/16/2019 Page 4 Required Pressure (Psi) I 3!oJ (.) llJ g tr9oo-z3 @6o6di =sol\ .zx <3 z>L!d ot o) g tL E g) oi39ctr lr o U) s o (!) oI )o d t IJ 6 E C)o E a F i @t o o - -l- --l- i-+-- o o Eo o a).a o cd rsd'arnssajd (o o .9o.>(g .9 (! I LIJF to tzlaz ul ot Job : ROSEN SUNVISOR SYSTEMS Hydraulic Analysis for : 6 Graph Labels Label Description Values Flow (9pm)Pressure (psi) S1 Supply point #1 - Static 0 69 S2 Supply point #2 - Residual 2500 62 D1 Elevation PressLrre 0 1.3 D2 System Demand 253.4 44.9 D3 44.9 Curve lntersections & Safety Margins Open Heads Head Ref Coverage K-Factor Required Calculated Density Pressure Density Pressure (ft,)(gpm/psiYr)(spm/ft'?)(spm)(gpm/ft,)(9pm)(psi) s601 720 5.6 0.2 24 18.4 2/6 24.2 Overhead sprinkler 124 5.6 o.2 24 18.4 0.216 26 21.5 s603 Overhead sprinkler 120 5.6 0.2 24 18.4 0.208 19.9 s604 Overhead Sprinkler 120 5.6 0.2 24 18.4 0.206 24.7 19.5 s605 Overhead Sprinkler 120 5.6 0.2 24 18.4 a.2 24 18.4 Overhead Sprinkler 120 5.6 24 18.4 o.202 24.3 18.8 s607 5.6 a.2 24 18.4 4.21 25.2 20.2 s608 Overhead sprinkler 120 5.6 24 18.4 o.223 26.8 22.8 s609 overhead Sprinkler 720 5.6 o.2 24 18.4 o -207 24.9 t9.1 s610 Overhead sprinkler 120 5.6 0.2 24 18.4 0.209 25.1 File: SIROSEN 2019\1 Actve Drawings\ROSEN OFFICE CALC.dwg Copynghl @ 2U)2-2012lyco Fire Proteclion Products Curve Name lntersection Safety Marqin Pressure (psi)Flow (9pm)Pressure (psi)@ Flow (gpm) Supply 68.8 321 503.4 Dale 8h612019 Page 6 Syslem Demand + Add.Out-Hose 503.4 Head Type (psi) overhead Sprinkler 0.23 s602 25 4.2s606 Overhead Sprinkler 120 o.2 20.1 Node# Elev Type Hg roup K-Fact. open/Closed Coverage Density Tot. Pres. Elev. Pres. Req. Pres. Req. Dlscharqe gpm/ psiv2 gpm gpm ft2 gom/ft2 pst psi psr gpm s605 0 Overhead Sprinkler HEAD 24 0 720 o.2 18.4 18.4 24 s506 0 Overhead Sprinkler HEAD 5.6 Open 24.3 0.3 120 o.202 18. B - 1.3 18.4 24 s604 0 Overhead Sprinkler HEAD 5.6 Open 24.7 o.7 120 0.206 19.5 18.4 24 s609 0 Overhead Sprinkler HEAD 5.6 Open 24.9 0.9 120 o.207 19.7 -1.3 18.4 24 s603 0 overhead Sprinkler HEAD 25 1 120 0.208 19.9 -1. ' 18.4 24 s610 0 Overhead Sprinkler HEAD 5.6 Open 25.1 1.1 120 0.209 20.1 -1.J 18.4 24 s607 0 Overhead Sprinkler HEAD 5.6 Open )q ) 1.2 t20 o.2t 20.2 - 1.3 18.4 24 s602 0 Overhead Sprinkler HEAD 5.6 Open 26 2 120 0.216 27.5 - 1.3 s608 0 Overhead Sprinkler HEAD 5.6 Open 26.4 120 0.223 22.8 - 1.3 s601 0 Overhead Sprinkler HEAD 5.6 Open 27 .6 3.6 120 0.23 24.2 120 70.92 N ode NODE 16.5 -6 119 10.92 N ode NODE 77 6 001 10.92 Node NODE L7 .A -6 115 10.92 N ode NODE 18 6 003 10.92 Node NODE 18.3 -6 114 10.9 2 Node NODE 18.5 -6 Node NODE la.7 -6 004 10.92 Node NODE 20.1 -6 722 70.92 Node NODE 21.6 -6 07l 10.92 Node NODE 22.1 -6 070 10.92 Node NODE -6 123 10.9 2 Node NODE 23.2 -6 005 1o.92 Node NODE 24 -6 006 10.92 Node NODE -6 2 o24 -3 Node NODE 42.5 0 Job : ROSEN SUNVISOR SYSTEMS Node Data File: S:\ROSEN 2019\1 Active Drawings\RosEN OFFICE CALC.dwg Copyighl@ 2002-2012 fyco Fire Proteclion Products Hydraulic Calculations / Fluid Delivery Time Analysis Dale B/'16/20'19 Page 7 Discharge Overdischarge ft 5.6 Open 5.6 Open 18.4 24 18.4 24 18.4 24 118 10.92 Node# Elev Type Hg rou p K-Fact. Open/Closed Discharge overdischarge Coverage Density Tot. Pres, Elev. Pres. Req. Pres. Req. Discharge ft gpm/psilh 9pm 9pm ft2 gpm/ft2 PSI psi psi gpm 025-I -3 Node NODE 0 025-O -3 Node NODE 44.5 0 -3 Supply SUPPLY 44.9 0 Job : ROSEN SUNVISOR SYSTEMS Node Data File: S:\ROSEN 2019\1 Active Drawings\RosEN OFFICE CALC.dwg Copynghl@ 2Co2-2012 fyco Fare Protection Products Hydraulic Calculations / Fluid Delivery Time Analysis Oate 8/16/2019 Page B Node 1 Node 2 Elev 1 Elev 2 K-Factor K-Factor 1 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name; - 1sng16 C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (rr)(gpm/psiv2\(spm)(in)(ft)(ft)(psi)(psi) Job : ROSEN SUNVISOR SYSTEMS Path No: 1 Path No: 2 Hydraulic Calculations PIPE INFORMATION File: S:\ROSEN 2019\1 Active Drawings\RosEN OFFICE CALC.dwg CopltightO 2002-2012 Tyco Fire Prolection Producls s605 120 0 10.92 5.6 24 24 1 1.O49 1x(us.Tee-Br)=5 10.92 5 120 0.1817 14.4 120 119 10.92 70.92 0 24 1.25 1.442 l2 0 12 120 0.0386 16.5 0 0.5 119 118 10.92 10.92 24.3 48.3 1.25 7.442 t2 0 l2 720 0.t407 17 0 1.7 118 070 70.92 10.92 25.2 73.5 1.25 7.442 1x(us.Tee-Br)=7.43 4.54 7 .43 71.97 120 0.3064 18.7 0 3.7 070 005 ro.92 70.92 76.7 150.2 2 2.157 10 0 10 120 0.1621 22.3 0 00s 006 10.92 10.92 103.2 253.4 2 2.r57 6. 15 9. B6 120 o.4272 24 0 4.2 o06 024 70.92 -3 0 253.4 4 4.26 16x(us.90)=210.57 2x(us.Tee-Br)= 52.67 271.39 263.34 534.73 120 0.0155 24.2 6 8.3 024 02s-I 3 -3 0 253.4 6 6.357 1x(coupling)= 1.26 0.91 7.26 2.17 1_20 0.oo22 42.5 0 0 025-I 025-O -3 0 253.4 4 0 1.83 0 1.83 0 1.103 42.5 0 2 Ames3000SS 025-O w1 0 253.4 6 6.357 1x(us.90)= 17.6 150.74 77 .6 168.34 r20 o.oo22 44.5 0 0.4 w1 44.9 10.92 15.92 1 1.049 1x(us.Tee-Br)= 5s606 119 0 10.92 5.6 24.3 24.3 17119 Date 8/16/2019 L F T r2ol 0.18s4 | 18.81 "il 1x(us.90)=6.15 Page I Node 1 Node 2 Elev 1 Elev 2 K-Factor 1 K-Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L T C Factor Pf per ft NOTES (gptn/ psit/,)(spm)(in)(ft)(ft)(psi)(psi) Path No: 3 Path No: 4 Path No: 5 Path No: 6 Hydraulic Calculalions s604 001 0 t0.92 5.6 24.7 24.7 1 7.049 1x(us.Tee-Br)=5 70.92 5 15.92 120 0.1921 19.5 -4.7 3.1 001 003 10.92 70.92 0 24.7 t.2s 1.442 t2 0 120 0.0408 17 .8 0 0.5 003 004 10.92 10.92 25 49.7 t2 0 12 720 o.1487 18.3 0 1.8 oo4 00s 10.92 10.92 26 7 5.7 1.25 1.442 1x(us.Tee-Br)=7.43 4.54 7.43 7t.97 t20 o.3237 20.1 0 3.9 o05 24 File: STROSEN 2019\'1 Active Drawings\RosEN OFFICE CALC.dwg Copynghl @ 2002-2012 Tyco Fire Proleclion Producls s609 115 0 10.9 2 5.6 24.9 24.9 1 1.049 1x(us.Tee-Br)= 5 10.92 5 75.92 r20 0.1939 19.7 -4.7 3-1 115 174 L0.92 10.92 0 24.9 7.25 1.442 12 0 12 120 o.o4\2 1B 0 0.5 114 077 10.9 2 10.92 25.7 50 7.25 1.442 1x(us.Tee-Br)=7.43 15.54 7 .43 23.97 720 0.1501 18.5 0 3.6 07t 070 10.92 10.92 0 50 2 2.757 10 0 10 120 0.0211 0 0.2 o70 22.3 s603 003 0 70.92 5.6 1 t.o49 1x(us.Tee-Br)= 5 10.92 L5.92 120 0.196 19.9 -4.-1 3.1 o03 1a.3 s610 114 0 70.92 5.6 25.1 2 5.1 1 1.049 1x(us.Tee-Br)= 5 10.92 5 75.92 Lt4 18.5 s607 118 0 L0.92 5.6 25.2 25.2 1 1.O49 1x(us.Tee-Br)=5 10.92 15.92 120 0.1989 114 18.7 Date 8/'16/2019 Page 10 total (Pt) elev (Pe) frict (Pf) (ft) Job : ROSEN SUNVISOR SYSIEMS PIPE INFORMATION 2sl,tl .,1;31 lZ;l Path No: 7 1::i1 7.25 1.442 Node 1 Node 2 Elev 1 Elev 2 K-Factor 1 K-Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L T C Factor Pf pe. ft total (Pt) elev (Pe) frict (Pf) NOTES (ft)(gpml psiv2\(spm)(in)(ft)(ft)(psi)(psi) s602 004 0 r0.92 5.6 2t.5 -4.7 o04 20.1 Job r ROSEN SUNVISOR SYSTEMS Hydraulic Calculations PIPE INFORMATION Path No: 8 Path No: 9 Path No: 10 Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding Maximum Velocity of 22.25 flls occurs in the following pipe(s): (006-005) s608 122 0 1o.92 5.6 1 1.049 1x(us.Tee-Br)= 5 10.9 2 5 15.92 120 o.2224 22.4 -4.7 3.5 r22 070 t0.92 to.92 !.25 1.442 1x(us.Tee-Br)=7.43 7 .46 7 .43 t4.89 120 o.o472 0 o.7 070 22-3 s601 t23 0 LO.92 5.6 1 7.O49 1x(us.Tee-Br)= 5 t0.92 5 15.92 120 0.2344 24.2 -4.7 3.7 123 005 L0.92 10.92 1.25 1.442 7 .46 7 .43 14.89 120 0.0499 23.2 0 0.7 005 24 )t,** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear beiow. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/qain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an lndividual item whose loss/gain is based solely on the curve data. Dale B/'16/2019 Page 11 26.a| ,6 Bl 0l ,6 Bl ,:l ,*il 1x(us.Tee-Br)=5 10.921 12olsl o.zrorl1s.e2l I 2'1 .61 D'61 ol 2?.61 1x(us.Tee-8r)=7.43 Fite: S:\ROSEN 2019\'1 Aclive Drawangs\RosEN OFFICE CALC.dwg Copydght O 2002-2012 Tyco Fire Prolection Producls Job I ROSEN SUNVISOR SYSTEMS Device Graphs 6 Pressure vs. Flow Function Design Area: 6; Supply Ref.: W1; Supply Name:Wl Flow, gpm Pressure Loss Function Design Area: 6; BFP Ref.: 197 (Ames3000SS, Size = 4); lnlet Node: 025-l; Outlet Node: 025-0 Flow, gpm File: S:\ROSEN 2019\1 Active Drawings\RosEN OFFICE CALC.dwg Coplrighl O 2002-2012 Tyco Fire Proteclion Products o. l5 ! 9 j ?.4 '6o d IL I I I i l 2 psi @ 253.4 gpm Date 8/16/2019 Page 12 1 I c Fo 'E,3 r!o ,6 6i (,E od, ti E 9^o! d0) oU ;;.:o:. rL E o ia EE o. .fE!1 a0)o E a @l Eg oo A 0) o B i oF E O.: s.E<d l! o- o I tu!^o; 2. '.E.o!Eov(J =I E o oq, <ocEoro'i.2 c)o 9) 9 IFoo @ f-za*I!5 qt by 0aq6.e .Eo89,EFo! <6 :6 Nq od (1) g o ot u.l lo @ 2a<zE3 ap{O E. =2!q uJ6(, J]t LrJ'o' >[ (.) o (Eo .9)o(,o TIJf-a E.oq zl <Dzt! ot Ec; .!l 3 oo u. ===U)zo F JloJ o HYDRAULIC CALCULATIONS for Job lnformation Project Name : ROSEN SUNVISOR SYSTEMS Contract No. : Project Locationi 4884 FRANKLIN BOULEVARD City: EUGENE, OREGON 97403 Oale: 41312019 Contractor lnformation Name of Contractor HARVEY AND PRICE CO Address: 20'15 NUGGET WAY Phone Number: 541-746-1621 Name of Designer: T.O. Authority Having Jurisdiction: City: EUGENE, OREGON 97403 E-mail: TOCONNOR@HARVEYANDPRICE.COIvI Design Remote Area Name Remote Area Location Occupancy Classilication Density (gpm/ft'z) Area of Application (fl':) Coverage per Sprinkle. (ft':) Numt er of Calculated Sprinklers ln-Rack Demand (gpm) SpecialHeads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type ot System Volume - Entire System (gal) 3 EH 0.4 630 90 7 0 527.9 56.1 492.9 gal Water Supply lnformation Date Location Source 0410312019 4BB4 FRANKLIN BLVD Notes File: S:\ROSEN 2019\1 Active Drawings\RosEN LIST PAINT BOOTHS.dwg Copynght @ 2OO2-2O12 ryco Fire Protection ProductsDate 8/13/2019 Page 2 (! 3caIFooa9 zpdtF,9a6-9 =pLI -*@vor!Ze '58Eqo8 ,::<5 6h z uJ ot atii o cr.9 (Eoo)F<atro '-a =ol:Oor-)OI _rEEo(sN o)E =o oo o, o, zL LlJf-a xo zl 4)z ul oE Job: ROSEN SUNVISOR SYSTEMS Hydraulic Analysis for : 3 Calculation lnfo Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lblft3) Fluid Dynamic Viscosity,( lb.s/ft'z) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : Wl Flow (gpm)Pressure (psi) 0 69 2500 62 Supply Analysis Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (spm) Available Pressure (psi) Total Demand (spm) Required Pressure {psi) 6-o 62 2500 68.9 527.9 56.1 Hoses lnside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom delined) Hose Flow (gpm) Total Hose Flow (gpm) Sprinklers Ovehead Sp.inkler Flow (gpm) lnRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) 277.9 0 0 277.9 Other Required Margin of Safety (psi) Wl - Pressure (psi) Wl - Flow (spm) Demand do System Pump(s) 0 56.1 277.9 Date 8/'13120'19 Page 4 Total Sprinkler Flow (gpm) File: SIROSEN 2019\'l Active Drawings\RosEN LIST PAINT BooTHS.dwg Copyrighl @ 2002-2012 Tyco Fire Proleclion Producls o N I! IFoo co z6 <! @iJ6z9l!9 o9n,r 9g 31, 6E it in<@ 5p5a Ll.l ot ai i! E o)to ILN o </)t s a o () I o ii! i ! (o E 0)o E o) a F> o- I o _l I I-f- I o o E o) F.N @ oq !sd'aJnssaJd (f) o .9o ->(o tr e (!t- T ulF voq z) z LIJ oE Job i ROSEN SUNV,SOR SYSTEMS Hydraulic Analysis for : 3 Description Values Flow (gpm)Pressure (psi) S1 Supply point #1 - Static 0 69 S2 Supply point #2 - Residual 2500 62 D1 Elevation Pressure 0 9.1 System Demand 277.9 56.1 D3 System Demand + Add.Out.Hose 527.9 Curve lntersections & Safety Margins Intersection Safety lvlargin Pressure (psi)Flow (gpm)Pressure (psi)@ Flow (gpm) Supply 68.8 12.5 521.9 Head Type Coverage K-Factor Required Calculated Density Pressure Density Flow Pressure (ft,)(spm/psi%)bprn/ft,)(spm)(psi)(9pm/ft'z)(spm)(psi) s301 Overhead Sprinkler 90 11.2 o.4 36 10.3 o_444 39.9 12_7 s302 Overhead Sprinkler 90 t1-2 o.4 36 10.3 0.448 40.3 72.9 s303 Overhead Sprinkler 90 11.2 0.4 36 10.3 o.449 40.4 13 s304 Overhead Sprinkler 90 71.2 0.4 36 10.3 0.445 40.1 12.8 s305 Overhead Sprinkler 90 71.2 4.4 36 10.3 o-449 44.4 13 s306 Overhead Sprinkler 90 t1-2 0.4 36 10.3 0.453 40.8 13.2 s307 Overhead Sprinkler 90 4.4 36 10.3 36 10.3 File: S:\ROSEN 2019\1 Aclive Drawings\ROSEN LIST PAINT BOOTHS.dwg Copyright @ 2002-2012 Tyco Fire Prolection ProductsDate B/13/20'19 Page 6 Label D2 Graph Labels Open Heads Curve Name Head Ref. 17.2 o.4 Node# Elev Type Hgroup K-Fact. Open/Closed Discharge Overdischarge Tot. Pres. Elev. Pres. Req. Pres. Req. Discharge 9pm/ psil/2 9pm qpm ft2 9pm/fIz pst psi psi gpm s307 1B Overhead Sprinkler HEAD 11.2 O pen 36 0 90 0.4 10.3 -9.1 10.3 36 s301 0 Overhead Sprinkler HEAD lL.2 Open 39.9 90 o.444 12.7 - 1.3 10.3 36 s304 0 Overhead Sprinkler HEAD 71.2 Open 40.1 4.7 90 0.445 12.B - 1.3 10.3 36 s302 0 Overhead Sprinkler HEAD 11.2 Open 40.3 4.3 90 0.448 12.9 - 1.3 10.3 36 s303 0 Overhead Sprinkler HEAD 1L.2 O pen 40.4 4,4 90 0.449 13 - 1.3 10.3 36 s305 0 Overhead Sprinkler HEAD 77.2 Open 40.4 4.4 90 0.449 13 -1.3 10.3 36 s3 06 0 Overhead Sprinkler HEAD 7t.2 Open 40.8 4.4 90 0.453 - 1.3 10.3 36 014 9.3 3 Node NODE 18.1 -5.3 021 9.3 3 Node NODE t8.2 -5.3 013 9.33 Node NODE 18.5 -5.3 020 9.3 3 Node NODE 18.6 - 5.3 369 9.33 Node NODE 18.6 - 5.3 368 9.3 3 Node NODE 19 -5.3 oo2 Node NODE 20.2 -5.3 011 9.3 3 Node NODE 20.2 -5.3 010 9.3 3 Node NODE 20.4 003 9.33 Node NODE Node NODE 20.8 009 9.33 Node NODE 2t.7 032 15.17 Node NODE 38.3 -7 .9 062 -3 Node NODE 5 5.6 0 3 Su pply SU PPLY -277 .9 56.1 0 Job: ROSEN SUNVISOR SYSTEN,lS Node Data File: S:\ROSEN 2019\'1 Active Drawings\ROSEN LIST PAINT BOOTHS.dwg Copydghl @ 2OO2-2U2 fyco Fire Proieclion ProductsDate 8/13/2019 Page 7 Coveraqe Density 20. B - 5.3 008 9.33 = t___.1 H Li Hydraulic Calculations / Fluid Delivery Time Analysis Node 1 Node 2 EI EI ev1 ev2 K-Factor 1 K-Factor 2 FIow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name; = 1sn916 L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft)(gpml psiv2\(qpm)(in)(ft)(ft)(psi)(psl) Job: ROSEN SUNVISOR SYSTEN,IS Path No: 1 Path No: 2 Hydraulic Calculalions PIPE INFORMATION File: S:\ROSEN 2019\1 Active Drawings\ROSEN LIST PAINT BOOTHS.dwg Coprighl O 2002-2012 Tyco Fire Proteclion Producls s307 002 18 9.33 11.2 36 36 1 1.049 1x(us.Tee-Br)=5 1x(us.90)= 2 8-93 7 15.93 t20 0.38s1 10.3 3.8 6.1 oo2 003 9.3 3 o 36 1.68 1x(us.Tee-Br)=9.84 4.46 9.84 L4.3 120 0.0389 20.2 0 0.6 003 008 9.3 3 0 36 2.635 0 2.24 720 0.0043 20.8 0 0 008 009 9.3 3 9.33 81.2 lt7 .2 2.5 2.63s 1x(us.Tee-Br)= 16.47 6.5 L6.47 22.97 120 0.0386 20.8 0 0.9 009 o32 9.3 3 15.17 760.7 277 .9 2.635 6x(us.90)=49.42 50.B5 49.42 too.27 L20 0.1911 21.7 19.2 o32 062 15.t7 -3 0 277.9 4 4.26 11x(us.90)- 144.84 3x(us.Tee-8r)=79 288.28 223.a4 572.72 120 0.0184 38.3 7.9 9.4 o62 3 3 0 277.9 5 6.357 1x(us.90)=17.6 153.48 r? 7.o9 t20 0.0026 55.6 0 0.4 w1 56.1 s301 014 0 9.33 71.2 39.9 39.9 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 LI.L7 9 20.17 120 o.4667 12.7 -4 9.4 014 013 9.33 9.33 0 39.9 1.5 1.68 8 0 B 720 0.o471 18.1 0 o.4 9.33 9.33 40.3 80.2 1.5 1.68 0.46 9. B4 10.3 720 o.7774 18.5 0 1.8 011 010 9.3 3 9.3 3 0 80.2 2.635 7 0 7 720 0.0191 20.2 0 0.1 010 009 9.3 3 9.3 3 80.5 160.7 2.5 2.635 1x(us.Tee-Br)= 16.47 2.5 16.47 18.97 720 0.0693 20.4 0 1.3 oo9 2r.7 Date B/13/2019 013 011 1x(us.Tee-Br)=9.84 Page 8 Node 1 Node 2 Elev 1 Elev 2 K-Factor 1 K-Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) (ft)@ptn/psiva)(spm)(in)(ft)(ft)(psi)(psi) Job : ROSEN SUNVISOR SYSTEMS Path No: 3 Path No: 4 Path No: 5 Path No: 6 Path No: 7 s304 o27 0 9.33 1 1.2 1 1.049 1x(us.Tee-Br)= 5 2x(us.90)=4 71.17 9 20.17 L20 o.4692 12.8 -4 9.5 021 020 9.33 9.33 0 40.1 B 0 8 1.20 0.o473 18.2 0 0.4 020 010 9.3 3 9.33 40.4 80.5 1.5 1.68 1x(us.Tee-Br)=9.84 o.46 9.84 10.3 120 o.!723 18.6 0 1.8 o10 20,4 PIPE INFORMATION File: S:\ROSEN 2019\1 Active Drawings\ROSEN LIST PAINT BOOTHS.dwg Copfighl O 2002-201 2 Tyco Fire Prolection Producls s302 013 0 9.33 tL.2 40.3 40.3 1 t.o49 1x(us.Tee-Br)=5 2x(us.90)=4 r1.17 9 20.77 L20 0.47 43 12.9 -4 9.6 o13 14.5 s3 03 020 0 9.3 3 7r.2 40.4 40.4 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 11.17 9 20.77 120 0.47 68 o20 14.6 s3 05 369 0 tt.2 1 7 -O4g 1x(us.Tee-Br)= 5 2x(us.90)=4 L7.L7 9 20.1't 120 o.4777 369 368 9.3 3 9.3 3 0 40.4 1.5 1.68 8 0 B 120 0.0481 18.6 0 0.4 368 008 9.3 3 9.33 1.5 1.68 1x(us.Tee-Br)=9.84 0.46 9.44 10.3 120 0.r752 oo8 20.4 s306 368 0 9.33 t7.2 1 1.049 1x(us.Tee-Br)= 5 2x(us.90)=4 71.L'7 9 20.17 t20 0.4848 t3.2 -4 9.8 368 19 Date B/13/2019 Page g NOTES Hydraulic Calculations ;:l ao.al 40.41 i:l ao.al si.zl 1sl ol 1.81 lssl 40.7 40.1 1.5 1.68 Job : ROSEN SUNVISOR SYSTEMS Hydraulic Calculations PIPE INFORMATION * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.35 rys occurs in the following pipe(s): (032-009) Node 1 Node 2 Elev 1 Elev 2 K-Factor 1 K-Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittinqs quantity x (name) = length L T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft)(spm/psi%)(epm)( in)(ft)(ft)(psi)(psi) File: S:\ROSEN 2019\1 Active Drawinss\RosEN LIST PAINT BooTHS.dwg Copyrighl O 2002-201 2 Tyco Fire Prolection ProduclsDate B/13/2019 Page 10 Job : ROSEN SUNVISOR SYSTEMS Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 1 Device Graphs 5'6 o- a) :, t! 7 : Flow, qpm File: S:\ROSEN 2019\1 Active Drawings\RosEN LIST PAINT BOOTHS dwg Copynghl @ 2002-2012 l yco Fire Protection Products J I I I Date 8/13/2019 Page 11 L I oFor LO G(, E ,6 OE €e o E .9"G! r'l o, r!l, -'3.=o E q, =o ,6 .,] Ea o @) E8 oo o. s+ 0, t! =E oF E E o! 3.8 &E EoA5 o 0,,P^9Az. 'o.o ovu o <0, EEoro'62 ruo =PaIFooo FzAPd= 9i-E ul 9 .Eo6lo: <F Nq tr3 ot 3 a ox UJ lo.o zQ 2a !tsc 5"i *fi5(,-Jl6ul$;co tr E Elozo tr JloJ (J a IEo c .g',ooo a uJF Eo tzf z u.l ot Eci oo BI E o HYDRAULIC CALCULATIONS for Job lnformation Project Name : ROSEN SUNVISOR SYSTEMS Contract No. : Project Location: 4884 FRANKLIN BOULEVARD City: EUGENE, OREGON 97403 Oale: 41312019 Contractor lnformation Name of Contractor: HARVEY AND PRICE CO Address: 2015 NUGGET WAY Phone Number: 541-746-1621 Name of Designer: T.O. Authority Having Jurisdiction: Cityr EUGENE, OREGON 97403 E-mail: TOCONNOR@HARVEYANDPRICE.COM Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft') Area of Applicalion (ft'z) Coverage per Sprinkler (fF) Number of Calculated Sprinklers ln-Rack Demand (gpm) Special Heads Hose Streams (gpm) Tota, Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 4 EH 0.4 630 90 7 0 250 505.4 41.8 450.8 9al Water Supply lnformation Date Location Source 04t0312019 4884 FRANKLIN BLVD N otes File: S:\ROSEN 20'19\1 Active Drawings\RosEN LIST PAINT BooTHS.dwg Copyright O 2002'2012 Tyco Fire Prclection ProductsDale 8/13/2019 Page 2 (! 3! IFoo F3z9 t-.- .9(D6_i9 _lrl ; oL 'tEg! -2: <a o, 6: z uJao u. a i!i! o oo $.9 (!ootr<oco'6= ol:OEL>OI .EE0)(5N g)E(!..=iio UF Eo zl @z uJaoE Job : RoSEN SUNVISOR SYSTEMS Hydraulic Analysis for : 4 Calculation Info Calculation N,lode l'tydraulic Model Fluid Name Fluid Weight, (lblft3) Fluid Dynamic Viscosity,(lb.s/ft,) Demand Hazen-Williams Water @ 60F ( 1s.6C) N,/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation, Water Supply Parameters Supply 1 : W'1 Supply Analysis Flow (gpm)Pressure (psi) 0 69 2500 62 Node at Source Static Pressure (psi) Residual Ptessure (psi)(sPm) Available Pressure (psi) Total Demand (spm) Required Pressure (psi) 69 62 2500 68.9 505.4 41.8 Hoses lnside Hose Flow/ Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Sprinklers Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom derlned) Sprinkler Flow (gpm) 255.4 0 0 Total Sprinkler Flow (gpm) Other Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 41.8 255.4 File: SIROSEN 2019\1 Active Drawings\ROSEN LIST PAINT BOOTHS.dwg Cop!,righl @ 2002-201 2 Tyco Fjre Proteclion ProductsDate B/13/2019 Page 4 I PD ! IFoo @ z6<!IIg he..,j 6zPuJe Oqryt 9C !:. E: ii<@ LIJaod ii i! o N o -t- I -__L o o E t a).a oq E o)t -9t! oo c{ N :J (t) s o oI o <i! i !c E o,o E at) 19 a -at !sd'oJnss€Jd sf o .9o.>o ! (U l.- - ulF toq zf z uJ ox Job : ROSEN SUNVISOR SYSTEMS Hydraulic Analysis for : 4 Graph Labels Label Values Flow (gpm)Pressure (psi) Supply point #1 - Static 0 69 S2 Supply point #2 - Residual 2500 D1 Elevalion Pressure 0 1.3 D2 System Demand 255.4 41.8 D3 System Demand + Add.Out.Hose 505.4 41.8 Curve lntersections & Safety Margins lntersection Safety f4argin Pressure (psi)Flow (gpm)Pressure (psi)@ Flow (qpm) Supply 68.8 26.8 50s.4 Open Heads Head Ref Head Type Coverage K-Factor Required Calculated Density Flow PTessure Density Flow Pressure (ft,)(gpm/ gsil/2)Gpr lftz)(9pm)(psi)(9pm/ftr)(9pm)(psi) s401 Overhead Sprinkler 90 77.2 0.4 36 10.3 37.5 11.2 s402 Overhead Sprinkler 11.2 0.4 36 10.3 o_404 36.4 10.5 s403 Overhead Sprinkler 90 11-2 0.4 36 10.3 0.408 36_7 10.'/ s404 Overhead Sprinkler 90 17.2 o.4 36 10.3 0.401 36.1 10.4 s405 Overhead Sprinkler 90 17.2 0.4 36 10.3 0.405 36.4 r0.6 s406 Overhead Sprinkler 90 11.2 0.4 36 10.3 a_4 36 10.3 s407 Overhead Sprinkler 90 71.2 o.4 36 10.3 o.404 36.3 10.5 File: STROSEN 2019\1 Active Drawings\RosEN LIST PAINT BOOTHS.dwg Copyrighl O2002-2012 Tyco Fire Proteclion ProduclsDale 8/13/20'19 Page 6 Description S1 Curve Name 0.416 90 I Node# Elev K-Fact. Open/Closed Discharge Overdischarge Coverage Density Tot. Pres. Elev. Pres. Req. Pres. Req. Discharge ft 9pm/ ?silh 9pm qpm ft2 gpm/ftz ps ps i psi 9pm s406 0 Overhead Sprinkler HEAD 1,1.2 Open 36 0 90 o.4 10.3 - 1.3 10.3 36 s404 0 Overhead Sprinkler HEAD 77.2 Open 0.1 90 0.401 70.4 - 1.3 10.3 36 s407 0 Overhead Sprinkler HEAD 7L.2 Open 3 6.3 0.3 90 o.404 10.5 -1.3 10.3 36 s402 0 Overhead Sprinkler HEAD 7t.2 Open 36.4 0.4 90 0.404 10.5 - 1.3 s405 0 Overhead Sprinkler HEAD 17.2 Open 36.4 o.4 90 0.405 10.6 - 1.3 10.3 36 s403 0 11.2 Open 36.7 o.7 90 0.408 10.7 - 1.3 10.3 36 s401 0 Overhead Sprinkler HEAD 1-7.2 Open 37 .5 90 o.476 1_1.2 10.3 36 005 9.3 3 Node NODE -5.3 Node NODE 14.2 - 5.3 oo7 9.3 3 Node NODE 14.4 -5.3 031 9.3 3 Node NODE 74.4 -5.3 365 9.33 Node NODE 14.5 - 5.3 030 Node NODE 74.? 012 9.33 Node NODE 15.8 016 9.33 Node NODE 15.9 -5.3 022 9.33 Node NODE 16.2 - 5.3 018 9.3 3 Node NODE 1.6.2 -5.3 o1.7 9.3 3 Nod e NODE 77 -5.3 042 15.17 Node NODE 26.1. -f .9 138 20 Node NODE 27 .6 -10 136 t5.1.7 Node NODE 24.3 -7 .9 o62 -3 Node NODE 41.5 0 3 255.4 Node Data File: STROSEN 20'19\1 Active Drawings\ROSEN LIST PAINT BOOTHS.dwg Copyrighl O 2002-201 2 Tlco Fke Proteclaon Products Hydraulic Calculations / Fluid Delivery Time Analysis DeIe Ah3l2O19 Page 7 Type Hg roup 10.3 36 overhead Sprinkler HEAD 366 9.3 3 41.8 0 Supply SU PPLY = tltl H I Job : ROSEN SI.INVISOR SYSTEMS Node 1 Node 2 Elev 1 Elev 2 K-Factor 1 K-Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual iD Fittings quantity x (name) = length L F T total (Pt) elev (Pe) frict (Pf) NOTES (ft)(gpml psit/a)(in )(ft)(ft)(psi)(psi) Job : ROSEN SUNVISOR SYSTEMS Path No: 2 Hydraulic Calculations s404 366 0 9.33 1t.2 36.1 36.1 1 1.049 1x(us.Tee-Br)= 5 2x(us.90)=4 t20 o.3472 366 365 9.33 0 36.1 1.5 1.68 t20 0.0391 36s 016 36.4 72.5 1.5 1.68 1x(us.Tee-Br)=9.84 120 0.7422 o16 15.9 s407 o07 0 9.3 3 11.2 36.3 36.3 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 17.17 9 20.t7 t20 0.3914 10.5 -4 7.9 14.4 File: S:\ROSEN 2019\1 Active Draw,ngs\RoSEN LIST PAINT BOOTHS.dwg Cop),rightO 2002"2012 Tyco Fte Proteclion Producls s406 00s 0 9.33 tl_2 36 36 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 77.t7 9 20.77 120 0.3851 005 007 9.33 9.33 0 36 I 0 B 720 0.0389 74.1 0 0.3 oo7 012 9.3 3 1.5 1.68 1x(us.Tee-Br)=9.84 o.46 9.44 10.3 120 o.14t4 74.4 0 1.5 o12 016 9.33 9.33 0 2.5 2.63s 7 0 7 720 0.0158 15.8 0 0.1 016 017 9.33 9.3 3 72.5 744.8 2.5 2.635 1x(us.Tee-Br)= 16.47 2.5 L6.47 14.97 120 0.0572 15.9 0 1.1 o17 o42 9.3 3 15. 17 110.5 255.4 2.5 2.635 1x(us.Tee-Br)= 16.47 4x(us.90)=32.95 2L.7 5 49.42 71.!a 120 0.163 5 t7 -2.5 11.6 o42 136 15.17 15.77 0 255.4 2x(us.90)= 18.82 19 18.82 37.81 720 0.058 26.1 0 2.2 136 t5.t7 20 0 255.4 4 4.026 2x(us.Tee-Br)=40 26.22 40 66.22 120 0.0207 24.3 -2.1. r.4 138 062 20 0 255.4 4 4.26 3x(us.90)=39.5 207.79 3 9.5 247 .29 120 0.0158 27 .6 10 o62 W1 0 255.4 6 6.357 1x(us.90)= 17.6 153.48 17 .6 171.09 120 o.oo22 4t.5 0 o.4 41,4 Date 8/13/2019 Page I C Factor Pf per ft (spm) Path No: 1 Path No: 3 PIPE INFORMATION 10.3 -4 7.8 1.5 1.68 36.3 72.3 3.26 w1 'r'ort11) 10.4 | ,.ll it 1,4.21 ol o.3l 9.33 9.33 o.461 s.s+l 10.3 | 14.s1 ol 1.sl oo7 Node 1 Node 2 Elev 1 Elev 2 K-Factor 1 K-Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name1 = 1q6g1h L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft)(gpm/psiv2)(9pm)(in )(ft)(ft)(psi)(psi) s402 031 o 9.33 11.2 36.4 36.4 1 1.o49 t1.).7 9 20.L7 1.20 0.3925 10.5 -4 031 030 9.33 9.33 0 36.4 1.5 1.68 8 0 8 120 0.0396 t4.4 0 0.3 030 018 9.33 36.7 73.7 .1.5 1.68 1x(us.Tee-Br)=9.84 0.46 9.84 10.3 t20 0.7442 t4.7 o 1.5 018 oL7 9.3 3 37 .5 110.5 2.5 2.63 5 1x(us.Tee-Br)= 16.47 6.5 16.47 22.97 t20 0.0347 16.2 0 0.8 o1-7 r7 Job : ROSEN SUNVISOR SYSTEMS Hydraulic Calculations Path No: 4 Path No: 5 Path No: 6 s403 030 0 9.33 7t.2 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 11.17 9 20.17 120 0.399 1 0.7 -4 8 o30 14.7 Path No: 7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding * Maximum Velocity of 15.03 ft/s occurs in the following pipe(s): (042-017) s405 365 o 9.3 3 11.2 36.4 36.4 1x(us.Tee-Br)=5 2x(us.90)=4 1t.!7 9 20.17 365 s401 022 0 9.3 3 17.2 1 t.o49 t20 o.4747 tL.2 -4 9.1 022 018 9.33 9.33 2.5 2.635 7ZO o.oo47 16.2 0 0.0 o1a L6.2 File: S:\ROSEN 2019\1 Active Drawings\RosEN LIST PAINT BOoTHS.dwg Copyrjghl O2002-2012 Tyco Fke Protection ProduclsDate B/13/20'19 Page I PIPE INFORMATION 3?il li:Jl 1x(us.Tee-Br)=5 2x(us.90)=4 D.eql , r.r?l ,, !l , r;l :.zsl 1x(us.Tee-Br)=5 2x(us.90)=4 ,.rai I 12ol 1o.Glo.:s:sl ,.il 74.5 Job : ROSEN SUNVISOR SYSTEMS Pressure vs. Flow Function Design Area: 4; Supply Ref.: W1; Supply Name:W1 Device Graphs o- oi = tl, (L -6 =Flow, gpm File: S:\ROSEN 2019\1 Active Drawings\ROSEN LiST PAINT BOOTHS.dwg Copyrighl O 2002-2012 Tyco Fire Prcteclion Products 1 I --l -t I l Date 8/13/2019 Page 10 t-l .-r-i- ; IIL tt1eo.Worldwide Contacts www.tyco-fire.com Model CC3-4,2 and 5,6 K.factor Combustible Concealed $pace Sprinklers Specilic Application, Upright General Description The Model CC3 Combustible Con- cealed Sprinklers are quick response, upright, specific application sprinklers designed to provide protection of spe- cific lighl hazard combustible, as well as non-combustible, concealed spaces requiring sprinkler protection. The Model CC3 Sprinklers comply with the criteria ,or the protection of combus- tible concealed spaces as described in NFPA 13. The Model CC3 Sprinklers are designed for installation on BLAZE- I/IASTER CPVC wet pipe systems, other UL Listed CPVC pipe products, and steel wet pipe or dry pipe sprinkler systems (see the respective Design Cri- reria sections). The Model CC3 Sprin- klers are desjgned to be installed in the following arrangements for both wel CPVC and steel: . 4.2K 14 ,t (4,3 m) maximum between sprinklers 196 ft, (18,2 mz) maximum cover- age area . 5.6K 16 ft (4,9 m) maximum between sprinklers 256 It, (23,8 m2) maximum cover- age area . 6 in. ('152,4 mm) minimum height for joist with steel pipe or CPVC when insulation tilled. 12 in. (305 mm) min- imum height for all other arrange- ments and sizes . 60 in. (1524 mm) maximum height from joist to ioist and 84 in. (2134 mm) from floor to ceiling . 60 in. ('1524 mm) maximum height for truss and barjoist . The 4.2K and 5.6K sprinklers are UL Listed for use with LFP@ Antifreeze. For information about antilreeze compatibility and approved con- figurations, see the Technical Data section. EEE@ The Model CC3 Combustible Con- cealed Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOC/AIION (NFPA), in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance ot these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questiors. Sprinkler ldentitication Number TY2199 - Upright, 4.2K TY3199 - Uprisht, 5.6K Technical Data Approvals UL Listed (Listings and approvals only apply to lhe service condrtions indicated in the Design Criteria sections.) Antifreeze Compatibility Model CC3 TY2199 4.2K and TY3'199 5.6K Sprinklers are UL Listed for use with LFP@ Antifreeze within 1000 tt, (93 mr) draft cunain areas in all construction types described in this document. N4odel CC3 TY3199 5.6K Sprinkler is also UL Listed for use with LFP'D Antilreeze within 2000 ft, (186 m,) draft curtain areas in solid wood open truss construction on edge or on face. The use of LFP@ Antitreeze should be rn accordance with LFP@ Antifreeze Agency Listed Solution for Fire Sprinkler Systems (Technical Data Sheet TFP1680). There is no system volume limit for this applicatign. Maximum working Pressure 175 psi (12,1 bar) Pipe Thread Connection /z in. NPT Discharge coefficient K = 4.2 GPM/psiY" {60,5 LPM/barb) K = 5.6 cPM/psi% (80,6 LP[,4/barr) Temperature Rating 200"F (93'C) Finish Natural Brass Physical Characteristics Frame,..,.............,-.....-....Brass Button.....-...... .......,.....-.Bronze Sealing Assembly - .Eeryllium NickelwfiEFLON Bulb.-.--....................G|ass(3mm) Compression Screw.. -............. -.Brass Deileclor......... -.. ... -. ... . . .. . -Bronze IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP7O1 for the "INSTALLEB WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. lmproper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in afire situation or cause it to operate prematurely. Page I of 8 APRIL 2019 TFP633 -i--- 1-11/16" (42,9 mm) 6 Components: 1 - Frame 2 - Sealing Assembly 3 - Button 4 - Bulb 5 - Compression Screw 6 - Dellector 7 - Ejection Spring 5 SPRINKI FR FRAME ARMS 4 7 2-1l4', {57,2 mm)3 2 WRENCH FLATS 1 1/2'NPT 7/16" (11,1 mm) NOMINAL MAKE-IN FIGURE 1 MODEL CC3 SPRINKLER TFP633 Page 2 of I Operation The glass bulb contains a tluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb allowing the sprinklerlo acti- vate and flow water. Design Criteria Design criteria is provided as rollows: . 200"F (93'C), ModelCC3 Combusti- ble Concealed Sprinklers with CPVC pipe and horizontal slope above sprinklers not exceeding 2:12. See Page 2. . 200"F (93'C), Model Cc3 Combus- tible Concealed Sprinklers with sleel pipe and horizontal slope above sprinklers not exceeding 2:12 See Page 4- . For the installation of Model CC3 Combustible Concealed Sprinklers installed with baffles at 2000 ft'? (186 m,), the design of the system should be 6 sprinklers or '1000 sq. ft., whichever is greater. Design Criteria, CPVC Pipe Area of Use (CPVC Pipe) Horizontal (slope not exceeding 2:'12) combustible concealed spaces of: . Unobstructed wood truss conslruc- tion or unobstrucled bar joist con- struction- See Figure 2- . Non-combustible, insulation-Iilled solid wood or composi'te wood joist conslruclion. See Figure 3. NOTE: ln order to be considered "non-combustible insulation-filled solid wood or composite wood joist construction," the insulation (includ- ing insulation provided with a combus- tible vapor barrier), must completely fill the pockets between the joists to the bottom ol the joists, and the insulation musl be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the Model CC3 Sprinklers in the event of a fire. Concealed Space Area (CPVc Pipe) The area of the concealed space is not limited; however, for bolh Figure 2 and Figure 3, where CPVC pipe is being uti- lized, draft curtains or full height walls must be provided at 1000 ft'? (93 m'2) areas. In addition, the 5.6K sprinkler is UL Listed lot a 2OOO ft'z (186 m'?) draft curtain area for solid wood open truss construclion on edge or on face. This draft curtain shall be at least 1/3 the depth of the concealed space or B in. (200 mm), whichever is greater, and be consiructed using a material that will not allow heat to escape through or above the draft curtain. For informa'tion about antifreeze com- patibility and approved configuralions, see the Technical Data section. concealed Space Size (cPvc Pipe) The depth of the concealed space is 60 in. (1524 mm) maximum to 6 in. (152 mm) minimum. System Type (CPVC Pipe) Lighl hazard, wet pipe syslem Maximum Distance Between Model CC3 Sprinklers (CPVC Pipe) TY2199 4.2K. .. . 14 ft (4,3 m) TY3199 5.6K.. . 16 ft {4,9 m) Maximum coverage Area (CPVC Pipe) TY2'199 4.2K. 196 ft' (18,2 m'?) TY319S 5.6K...........256ft'{23,8m'z) Minimum Distance Between Model CC3 Sprinklers (CPVC Pipe) Minimum sprinkler spacing is 7 ft (2,1 m) NOTE: Minimum spacing does not apply to any additional sprinklers required for protection of CPVC pipe that is offset over an obstruction. Deflector Position (CPVC Pipe). 1-1 /2 in. lo 4 in. (40 to 100 mm) below upper deck for wood truss construc- tion or bar joist construction- See Figure 2. . 1-1/2 in. to 4 in. (40 to 100 mm) below solid wood or composite wood joists. See Figure 3. Minimum Distance Away From Trusses (CPVC Pipe) 4-1l2 in. (114 mm) Remote Area (CPVC Pipe) The remote area is 1000 ft, (93 m,) NOTE: The remote area does not include any addilional sprinklers required for protection of CPVC pipe that is offset over an obsttuction. Required Minimum Density (cPVc Pipe) 0.10 gpm/ft, (4,1 mm/min) Minimum Operating Pressure (CPVC Pipe) 7 psi (0,48 bar) obstructions (CPVC Pipe) See Figure 8 in this data sheet for obstructions rules. Use of UL Listed BLAZEMASTER CPVC Pipe with Model CC3 Sprinklers BLAZEMASTER CPVC product may be used in concealed spaces requir- ing automatic sprinklers, when used in conjunction with Model CC3 Sprin- klers. ln order lo use the BLAZEMAS- TER CPVC product for wood truss or bar joist construction, the horizon- lal run of pipe must be a maximum of 6 in. (150 mm) above the ceiling or noncombustible ceiling insulation, or 1/3 the depth of concealed space (as measured from the top surface of the ceiling to the bottom of the deck above), whichever is smaller, see Figure 2. For insulation-filled solid wood or composite wood joist construction, the horizontal run of pipe must be a maximum of 6 in. (150 mm) above ceiling or non-combustible ceiling insulation, or 1/3 the depth of con- cealed space (as measured from the top surface of the ceiling to the bottom surface of the joist insulation above), whichever is smaller, see Figure 3. The CPVC pipe can then be used to supply the Model CC3 Sprinklers, as well as the sprinklers below the ceiling. Unless modified by this technical data sheet, TFP633 Page 3 of 8 UPPER DECK 6" (152 mm) I\IAXIMUM FOB CPVC PIPE MODEL CC3 SPR'NKLER WHEN OFFSETTING CPVC PIPE OVER AN OBSIRUCTION, A I\4ODEL CC3 SPRINKLER MUST BE INSTALLED DIRECILY ON THE CPVC PIPE OVER THE OBSTRUCTION 4 1/2" (114 mm) MlNlN4Ul\l FROM FACE OF WOOD IRUSS OR TOP CHORD OF BAB JOIST 6" (152 mm) N/AXlMUl.,l ABOVE CEILING TO BOTTOM OF PIPE OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 THE DEPTH OF CONCEALED SPACE (AS IVlEASURED FROI\,4 TOP SURFACE OF CEILING TO BOTTOM OF DECK ABOVE), WHICHEVER IS SMALLER 4" (102 mm) MAXII\IUM 1-1/2" (40 mm) MJNIMUM 6'(152 mm) 60" (1524 mm)MINIMUI\4 I,4AXIMUM BOTTOM OF PIPE ltOBSTRUCTION CEILING TOP CHORD 4' (102 mm) OR LESS FBA[,4E ARI\,4S OF SPRINKLER MUST BE INSTALLED IN-LINE WTH PIPE RUN TOP OF CHORD UPPER DECK COMPOSITE WOOD JOISTS SOLID WOOD JOISTS NON COI\IBUSTIBLE INSULATION 4" (102 mm) MAXIMUM 1-1/2" 1{40 m.y].) MINIMUM 6" (152 mm) MAXII\IUM FOR CPVC PIPE NIODEL CC3 SPRINKLER I I I I I I I 72" (1829 mm) MAXIN4UM 60" (1524 mm) I\'AXIMUM OBSTRUCTION 6" (152 mm) MININ/UIVl CEILING 6" (152 mm) MAXIMUM ABOVE CEILING TO BOTTOM OF PIPE OR NON-COlr,{BUSTIBLE CEILING INSULATION, OB 1/3 THE DEPTH OF CONCEALED SPACE {AS MEASURED FBOM TOP SURFACE OF CFILING TO BOTTOM SUBFACE OF JOIST INSULATION ABOVO, WHICHEVER IS SMALLER TOP OF CHORD WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION, A MODEL CC3 SPRINKLER I\4UST BE INSTALLED DIRECTLY ON IHE CPVC PIPE OVER THE OBSTRUCTION FIGURE 3 NON.CO MBUSTIBLE I NSU LATIO N-FI LLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JO'ST CONSTRUCI'ON CFOSS SECT/OAJ ELEVATION VIEW CPVC PIPE FIGURE 2 U NO BSTB U CTE D WOO D T RU SS CO NST RU CTI ON OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECT'ON ELEVATION VIEW CPVC PIPE FBAN/E ABMS OF SPRINKLEB I\,lUST BE INSTALLED lN.LINE WTH PIPE RUN BOTTOM OF PIPE TFP633 Page 4 of 8 all other guidelines of the "BLAZEMAS- TER - lnstallation lnstructions &Tech- nical Manual" must be met. When using'1 in. (DN25) or larger pipe, a hanger must be located at the truss nearest a sprig for purposes of restraint. lf using 3/4 in. (DN19) piping, all sprigs over 12 inches (305 mm) must be laierally braced using methods described in the NFPA standards. Where the CPVC must be oftset up and over an obstruction and the pipe exceeds the allowed horizontal posi- tioning requirements specified above as well as shown in Figure 2 and 3, additional Model CC3 Sprinklers are to be installed as shown in Fiqures 2 and 3 to protect the BLAZEMASTEH CPVC product. A minimum lateral distance of '18 in. (460 mm) must be maintained between the CPVC pipe and heat pumps, fan motors, and heat lamps. Design Criteria, Steel Pipe Area of Use (Steel Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: . Unobstructed wood truss construc- tion or unobstructed bar joist con- struction. See Figure 4. . Solid wood joist construction (see Figure 5) where the upper deck and ceiling joists may have a maximum depth of '12 inches (300 mm) and typical on center joist spacing of minimum 16 inches (400 mm). . Non-combustible insulation-filled solid wood joist or wood composite joist construction. See Figure 6. . Obstructed wood truss construction. See Figure 7. NOTE: ln order to be considered "non- combustible insulation-filled solid wood joist or composite wood joist construction", the insulation (includ- ing insulation provided with a combus- tible vapor barrier), must completely fill the pockets between the joists to the bottom at the joists, and the insulation must be secured in place with metal wire netling. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the Model CC3 Sprinklers in the event of a fire. Concealed Space Area (Steel Pipe) The area oflhe concealed space is not limited; however, . For unobstructed wood truss con- struction or concealed spaces of non-combustible, unobslructed bar joist construction (see Figure 4) draft curtains or Jull height walls must be provided at 1000 ft, (93 m2) areas. ln addition, the 5.6K sprinkler is UL Listed for a 2000 fl, (186 mr) draft curlain area for solid wood open truss construction on edge or on face. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 in. (200 mm), whichever is greate( and be construcled using a mate- rial that will not allow heat to escape through or above the draft curtain. . For solid wood joist construction (see Figure 5) and obstructed wood truss construction (see Figure 7): Blocking must be provided in each upper deck and ceiling joist channel at a maximum 32 ft (9,75 m) inter- vals. This blocking shall be installed to the full depth of the joists and be installed so as to not allow heat to escape through or above the block- ing. The blocking must be con- structed using a non-combustible material or the joist construction material. Draft curtains must protrude below the mm joist a minimum ot 6 inches (150 ) or 1/3 the depth o, the con- cealed space, whichever is greater, and run parallel with lhe joist spaced at 3.1 ft (9,4 m) wldth maximum to limit the area to a maximum of ',OOO i1z (93 m2). For information about antifreeze compatibility and approved constructions, see the Technical Data seclion. The draJt curtains are to be con- structed using a material lhat will not allow heat to escape through or above the dralt curtain. . For non-combustible, insulation-rilled solid wood joist or composite wood joist construction (see Figure 6), the requirement lor draft curtains and blocking does not apply. . For information about antifreeze compatibility and approved con- figuralions, see the Technical Data section. Concealed Space Size (Steel Pipe) The minimum and maximum concealed space depth is as Iollows: For unobstructed wood truss construc- lion or concealed spaces of unob- structed bar joist construction (see Figure 4) the maximum depth of the concealed space is 60 in. (1524 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 in. (152 mm) from the bottom of the upper chords to the top of lhe lower chords. For solid wood joist construction (see Figure 5) and solid wood or com- posile wood joist construction the maximum depth oJ the concealed space is 84 in. (2'134 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 in. (152 mm) from the bottom of the upper deck joists to the top of the ceiling joists. lfjoist con- struction is filled wilh non-combustible insulation the maximum height of the space is 84 in. (2134 mm). See Figure 6. For obstructed wood truss conslruc- tion (see Figure 7), the maximum depth of the concealed space is 84 in. (2134 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 in. (.152 mm)from the bottom of the upper chord to the top of the lower chord. System Type (Steel Pipe) Light hazard, wet or dry pipe system /VOIES; Use of the 4.2K sprinklers in dry p9e systems is permitted by section 8.3.4.4 of NFPA 13 (2013 edition) where piping is corrosion resistant or internally galvanized. Maximum Distance Between Model CC3 Sprinklers (Steel Pipe) TY2199 4.2K. . 14 ft (4,3 m) TY3'199 5.6K. . 16 ft (4,9 m) Maximum Coverage Area (Steel Pipe) TY2199 4.2K. . . . . . . . 196 fl' (18,2 m') Ty31995.6K...........256ft,(23,8 m,) Minimum Distance Between Model CCs Sprinklers (Steel Pipe) Minimum sprinkler spacing is 7 ft (2,1 m) Deflector Position (Steel Pipe) 1-1/2 in. lo 4 in. (40 mm to 100 mm) below upper deck for wood truss con- struction or concealed spaces of non- combustible bar joist construction. See Figure 4. 1-1/2 in. 10 2 in. (40 to 50 mm) below solid wood joist (see Figure 5) or top chord oI a wood truss that has a depth greater than 4 in. See Figure 7. 1-1/2 in.lo 4 in. (40 to 100 mm) below non-combustible insulation-rilled solid wood joisls or composite wood joists. See Figure 6. Remote Area (Steel Pipe) The remote area for wood truss con- slruction or bar joist construction (see Figure 4), solid wood joist con- struction (see Figure 5), or obstructed wood truss construction (see Figure 7) is 1000 ft2 (93 m'?) {or wet pipe or dry pipe systems. The remote area for non-combusti- ble insulation-filled solid wood ioist or wood composile joist construction (see Figure 6) without drall curtains is to be calculated per the requirements of NFPA 13. TFP633 Page 5 of 8 UPPER DECK MODEL CC3 SPRINKLER 4-'ll2" (114 mm) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST 4' (102 mm) MAXIMUM 1-1l2" (40 mm) MINII\,,IUM 60' (1524 mm) MAXIMUI\,4 6" {152 mm) M INIMUN4 CEILING FIGURE 4 U N O B STR U CTED WO O D TRU SS CO NSTRU CTIO N OR UNOBSTRUCTED B,AR JO'ST CONSTRUCTION CROSS SECT'ON ELEUATION VIEW STEEL PIPE TOP CHORD 4" (102 mm) OR LESS >< FRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN \ X FRAIVE ARMS OF SPBINKLER MUST BE INSTALLED IN.LINE WITH PIPE RUN UPPER DECK 2x FLOOR SOLID WOOD JOISTS i MODEL CC3 SPRINKLER I 60' (1524 mm) MAXIMUIVI 2" (51 mm) MAXIMUM 6" ('152 mm) MINIMUM 1-1l2" (38 mm) MINIMUM I I CEILING CEILING FRAMING FIGUBE 5 SOLID WOOD JOIST CONSTRUCI'ON CROSS SECI'ON ELEVATION V'EW STEEL PIPE I I 84" (2134 mm) MAXII\,1UM FRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN UPPER DECK NON.COMBUSTIBLE INSULATION I 84" (2134 mm) MAXIMUM COMPOSITE WOOD JOISTS MODEL CCs SPRINKLER 2x FLOOB SOLID WOOD JOISTS 60" (1524 mm) MAXIMUM 4" (102 mm) MAXIMUM 6" (152 mm) MINIMUIV 1-1l2' (38 mm) M INIMUN/I CEILING CEILING FRAMING FIGURE 6 N O N - C O M BU STI B LE I N S U LATIO N - FI LLE D U P PE R DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION cFloss sEcrro/v ELEvATtoN vtEw STEEL PIPE MODEL CC3 SPRIN KLER FBAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE W|TH PIPE RUN UPPER DECK TOP CHORD GREATER THAN 4" {102 mm) lN DEPTH 84" (2134 mm) MAXIMUM 2" (51 mm) t\tAxtMUt/ 60'(1524 mm) MAXIMUM 1-1l2' (38 mm) N4IN IM UM 6" (152 mm) I\NINII\4UM I CEILING CEILING FRAMING FIGURE 7 OB ST R U CTE D WOO D T RU SS C O N STRU CTIO N CFOSS SECI'ON ELEVATION VIEW STEEL PIPE TFP633 Page 6 of 8 I I I I I I I I I I UPPER DECK OB BOTTOM OF NON-COMUSTIBLE INSULATION Distance from Centerline of Spdnkler to Sid€ of Obstruction (A) Maximum Allowable Distance ol Defleclor Obslruction (s) <12', <(304,8 mm) 0' (0 mm) 12' to <18' (304,8 mm to <457,2 mm)(63,5 mm) 18'to <24' (457,2 mm to <609,6 mm) 3-1/2' (88,9 mm) 24'to <30' (609,6 mm io <762,0 mm) 5-1l2', (139,7 mm) 062,0 mm ro <914,4 mm) 7-1/2' (190,s mm) (914,4 mm to <1066,8 mm) 9-112' (241,3 mm) 42 lo <48' (1066,8 mm to <1219,2 mm) 12', {304,8 mm) 48' to <54' (1219,2 mm to <1371,6 mm) 14' (355,6 mm) 54" to <60" (1371,6 mm to <1524,0 mm) 16--t/2', (419.1 mm) B gF- N4ODEL CC3 SPRINKLER OBSTRUCTION NOTE: WEB MEMBERS AND GUSSETS SHALL NOT BE CONSIDERED OBSTRUCTIONS PROVIDED THE MINIMUM 4.1/2 INCH LATERAL DISTANCE (FIG- 2) REQUIRED BY THE SPECIFIC APPLICATION LISTING IS MAINTAINED. rc A>3C or 3D A<24' (609.6 mm) (Use dimension C or D, whichever is greater)UPPER DECK OBSTRUCTION C MODEL CC3 SPRINKLEB D LOWEB DECK / ELEVATION VIEW PL-AN VIEW FIGURE A NFPA 13 OBSTRUCTION TO WATER DISTRIBUTION CRITERIA (REFERENCE) TFP633 Page 7 of 8 WRENCH RECESS (USE END "A' ONLY) Required Minimum Density (Steel Pipe) 0.10 gpm/ft, (4,'1 mm/min) Minimum Operating Pressure (Steel Pipe) 7 psi (0,48 bar) Obstructions (Steel Pipe) See Figure 8 in this data sheet for obstructions rules- lnstallation The Model CC3 Sprinklers must be installed in accordance with this section. General lnstructions The Model CC3 Sprinklers are to be installed upright and with their frame arms (see Figure 1) in-line with the pipe run. See Figures 2 through Z as applicable. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter ofthe air bubble is approximately 1/16 in. (1,6 mm) for the 200"F (93'C) tempera- ture rating. A leak-light 1/2 in. NPT sprinkler joint should be obtained wilh a torque of 7 to 14 lbjt (9,5 to 19,0 N.m). Higher levels of torque may distort ihe sprinkler inlet with consequent leakage or impairment of the sprinkler. The Model CC3 Sprinklers must only be installed in the upright position with the deflector parallel to the upper deck. With pipe thread sealanl applied to lhe pipe threads, use only the W-Type 6 (End A) Sprinkler Wrench (see Figure 9) for installation of the Model CC3 Sprin- klers by applying the wrench to the sprinkler wrench flats only. OBSTRUCTION\ MODEL CC3, \ sPRrNKr ER l-], [^*] a FIGURE 9 W-TYPE 6 SPRINKLER WRENCH TFP633 Page 8 of 8 Care and Maintenanc,e The Model CC3 Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected tire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers thal are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers thal have been exposed to corrosive products ol combustion, but have not operated, should be replaced il they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it wilh a sort bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. See the lnstallation section. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION, for example, NFPA 25, in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected , tested, and maintained by a qualilied lnspec- tion Service in accordance with local.equirements and/or national codes. Limited Warranty Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: SIN (specify), KJactor (specify), Model CC3 Combustible Concealed Space Sprinkler, Specific Application, Upright, 200"F (93"C), P/N (specify): TY2199,4.2K..............._. 51-311-1-200TY3199,5.6K................. 51,301-1-200 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 For warranty terms and conditions, visit www.tyco-fire.com. 1400 Pehnbrook Parkway, Lansdale, PA 19446 llelephone +1-215-362-0700 d !r. tubj.cr ro.h!.q. wnhour.ok.,Johnson Uk nihru@.qr6 Controls tt1co.Worldwide Contacts www.tyco-fire.com Series TY-FRB - 2,8, 4,2, 5,6, and 8.O K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB 2.8, 4.2, 5-6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described in herein are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers. They are designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, and shopping malls. The TY-FBB Recessed Pendent Sprin- kler, where applicable, is intended for use in areas with a finished ceiling- This recessed pendent sprinkler uses one ol the following Recessed Escutcheons: . A two-piece Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) Recessed Escutcheon with 1/2 in. (12,7 mm) of recessed adjustment or up to 3/4 in. (19,1 mm) of total adjuslment from the tlush pendent position. . A two-piece Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) Recessed Escutcheon with 1/4 in. (6,4 mm) of recessed adjustment or up to 1/2 in. (12,7 mm) of total adjustment Irom the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the lixed pipe drops to the sprinklers must be cut. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond what would be obtained when exposed IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. 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. lmproper handling and installation 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. 10 corrosive atmospheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agen- cies, the testing is not representative of all possible corrosive atmospheres. Consequenlly, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects oi ambient temperature, con- centration of chemicals, and gas/ chemical velocity, should be consid- ered, as a minimum, along with the cor- rosive nature of lhe chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356. Sprinkler Guards are detailed in Technical Data Sheet TFP780. [EIi@Ihe Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the slandards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manutacturer should be contacted with any questions. NFPA 13 prohibits installation of 1/2 in. NPT sprinklers with K-factors greater than 5.6 in new construction. They are intended for retrofit in existing sprinkler systems only. Sprinkler Identification Number (SrlU, TY1131 . . . Upright 2.8K, 1/2 in. NPT TY.l231 . . Pendent 2.8K,.1/2 in. NPT TY2131 . . . Upright 4.2K, 1/2 in. NPT fY2231 - . Pendent 4.2K, 1/2 in. NPT TY3131 . . . Upright 5.6K, 1/2 in. NPT TY3231 .. Pendent 5.6K, 1/2 in. NPT TY4131 . .. Upright 8.0K,3/4 in. NPT TY4231 . . Pendent 8.0K,3/4 in. NPT TY4831 . . . Upright 8.0K,.1/2 in. NPT TY493'l .. Pendent 8.0K, 1/2 in. NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Referto Table A and B lor comptete approval iniormation including corrosion-resistant status. Maximum Working Pressure Refer to Table C t -.=:: , - Page { of tO JULY 20.lA TFPITI : TFP171 Page 2 of '10 '1 - Frame 2 - Button ** Pipe thread connections per ISO 7-1 can be provided on specialrequest. ESCUTCHEON PLATE SEATING SUBFACE 7/16', (11,1 mm) NOMINAL MAKE-IN 2-1/4" (57,2 mm) 2-3/16', (55,6 mm)1-9/16', (3S,7 mm) 1/2',NPT** UPBIGHT STYLE 10 or 20 RECESSED ESCT,TCHEON 7 ,1 3 2 4 5 2-718" (73,0 mm) DlA. -.....- RECESSED PENDENTPENDENI CROSS SECTION FIGURE 1 QUICK RESPONSE SER'ES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPFI'VKLEBS 2.8 K-FACTOR, 1/2 IN. NPT * Temperature rating is indicated on Deflector *r Pipe thread connections per ISO 7-1 can be provided on special request. 7/16', (11,1 mm) NOMINAL MAKE-IN ESCUTCHEON PLATE SEATING SURFACE 1 - Frame 2 - Button 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* ,1 3 2 4 5 6* 2-3/16" (55,6 mm)1-1/2' (38,1 mm) WRENCH FLATS SryLE 10 or 20 RECESSED 1/2',NPT** UPBIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 QU'CK BESPONSE SERIES TY.FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4,2 K-FACTOR, 112 IN. NPT 2-718" (73,0 mm) DlA. .......* Discharge Coefficient K=2.8 cPM/psi% (40,3 LPM/bar'z) K=4.2 GPM/psiY. (60,5 LPM/bar*) K=5.6 GPM/psi% (80,6 LPM/bar%) K= 8.0 c P M/psi'/. (1 1 5 ,2 LPM lba/,) Temperature Rating Reler to Table A and B Finishes Sprinkler: Refer to Table D Poly-Stainless Physical Characteristics Frame ......--..,,.,..--,,......-.Bronze Button........ .. . . . . . . L316 Stainless Steel' 8u1b...............................Glass Compression Screw..... 1316 SlainlessSteel' Dellector............. -. -...Coppe/Eronze Sealing Assembly- Gold Plated Seryllium Nickel w/TEFLON 'Typ6 L316 slainless sleel (UNS 31603)perASIM 4479l.479M or BS EN 1008WN1.4404. Operation The glass bulb contains a fluid that expands when exposed to heal. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-Iactor Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance wilh the stan- dard installation rules recognized by lhe applicable Listing or Approval agency, such as UL Listing based on the requirements of NFPA 13 and FM Approval based on lhe requirements of the FM Global Loss Prevention Data Sheets. Use only the style .10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, for recessed pendent installations. Recessed Escutcheon: Si Grey Aluminum, Jet Blac or Natural Brass nalorPureWhite, , Chrome Plated, s k Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Button.. - - -.................Brass/Copper Sealing Assembiy. .Beryllium Nickel dTEFLON 8u1b. . . . . . - . . . . . . . . . . . . . . . . . . . . . . . .Glass CompressionScrew... -........... -.Bronze Defleclor . . . . . . . . . . . . . . . . . . .Coppe/Bronze Bushins (K=2.8) . . . . . . . . . . . . . . . . . . . . Bronze * Temperature rating is indicated on Deflector. 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing WRENCH FLATS 2-3/16' (55,6 mm) lnstallation The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General lnstructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameterol the air bubble is approximately 1/16 in. (1,6 mm) for the 135"F (57'C) and 3/32 in- (2,4 mm) for the 286'F ('141"C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to '19,0 N.m). A leak tight 3/4 in. NPT sprinkler ioint should be obtained with a torque of '10 to 20 lbjt (13,4 to 26,8 N.m). Higher Ievels oI torque can distort lhe sprinkler inlet and cause leakage or impairment ofthe sprinkler. Do not attempl to com- pensate for insu{ficient adjustmenl in the escutcheon plale by under- or over- tiqhtening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent Sprinklers must be installedin accordance with the Jollowing instructions: Step 1. lnstall pendent sprinklers in the pendent position. lnstall upright sprin- klers in the upright position. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 14). With reference to Figure '1 to Figure 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench Ilats. TFP171 Page 3 of 10 Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the followjng instructions: Step l. After installing theStyle 10,20, 30, or 40 l\4ounling Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using oniy the W-Type 7 Recessed Sprinkler Wrench (Ref. Fjgure 15)- With reference to Figure '1 to 4, apply the W-Type 7 Recessed Sprin- kler Wrench to the sprinkler wrench flats. Step 3. After the ceiling is installed or the finish coat is applied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Becessed Pendent Sprinkler and push the Closure overthe Mounting Plate unlil its flange comes in conlact with the ceiling. * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. 1 - Frame 2 - ButtonESCUTCHEON PLATE SEATING SURFACE 7/16' (11,1 mm) NOMINAL MAKE.IN 1/2', NPT* UPRIGHT WRENCH FLATS WRENCH FLATS (55,6 mm)1-1/2" {38,1 mm) 2-3/16' (55,6 mm) SryLE 10 or 20 RECESSEDpENoENT ESCUTCHEON 2-718" (73,0 mm) DlA. - RECESSED PENDENT CROSS SECIION 1 3 2 4 5 6* 1 4 5 ALL F I N I SH ES E XC E PT PO LY-STAI N LESS 1/2' ESCUTCHEON 1- Frame 3-SealingNPT PLATE SEATING 2 - Button Assembly SURFACE 4 - Bulb 5 - Compression Screw 6 - Deflector* 7/16', (11,1 mm) NOMINAL IVAKE.IN 2-3/16', (55,6 mm) (55,6 mm) 1:t /2' (38,'1 mm) UPRIGHT PEN DENT STYLE 1O RECESSED ESCUTCHEON 2-718" (73,0 mm) DlA. ._ RECESSED PENDENT CROSS SECTION POLY.STA'NLESS F I N I S H O N LY FIGURE 3 QU'CK BESPO'VS E SERIES TY.FRB UPRIGHT (TY3131) AND PENDENT StY3231) SPRINKLERS 5.6 K.FACTOR, 112 IN. NPT i\: 3 Sealing 5 _ CompressjonAssembly Screw 4 - Bulb 6 - Detlector* *Temperature rating indicated on Deflector 'Temperature rating is indicated on Deflector. ** Pipe lhread connections per ISO 7-1 can be provided on specialrequest. 1 Frame 2 - Button 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* ('12,7 mm) NOMINAL MAKE-IN 2-1/4" (57,2 mm) 3/4',NPT"* UPRIGHT WRENCH FLATS WRENCH FLATS 2-5/16', (58,7 mm) ,| 3 2 4 5 6* 3 2 5 1-9/16', {39,7 mm) SryLE 30 or 40 RECESSED PENDENT ESCUTCHEON 2-718" (73,0 mm) DIA - RECESSED PENDENT ALL FI N ISH ES EXCEPT POLY-STAIA/LESS 3/4" ESCUTCHEON 1- Frame 3-SealingNPT PLATE SEATING 2 - Button Assembly SURFACE 4 - Bulb 5 _ Compression Screw 6 - Deflector* *Temperature rating indicated on Deflectot 1t2', (12,7 mm) NOMINAL MAKE-IN 2-5/16', (58,7 mm) 2-114' (57,2 mm) 1-9l16', (39,7 mm) SryLE 10 RECESSED 2-718" (73,0 mm) DlA. -.....- UPRIGHT PENDENT EScUTcHEoN RECESSED PENDENT CROSS SECTION POLY-STA'NLESS FINISH ONLY FIGURE 4 QUICK AESPONSE SER'ES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS A.O K-FACTOR, 3/4 IN. NPT CEILING PLATE SEATING SURFACE 2-114' (57,2 mm) 1 _ Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * T 3 (55,6 mm) 1-9/16', (39,7 mm) 1/2', NPT ** UPRIGHT WRENCH FLATS PENDENT 2 * Temperature ratinq is 4 indicated on Dellector 5 ** Pipe thread connections per ISO 7-1 can be 6 * provided on special request. 7 /16', (11,1 mm) NOMINAL MAKE-IN CROSS SECTION FIGURE 5 QU'CK RESPONSE SER'ES TY.FRB UPRIGHT (TY4B31) AND PENDENT (TY4931) SPRINKLERS 8.O K-FACTOR, 1/2 IN. NPT TFP171 Page 4 of 10 ESCUTCHEON PLATE SEATING SURFACE CROSS SECTION 5/8!1/4" 2-7/8'DtA. (73,0 mm)3/4" (19,1 mm) (15,9a6,4 mm )2-1/4',OtA. 157 ,2 mm) 1/4" (6,4 mm) FACE OF SPRINKLER FITTING MOUNTING PLATE 1/a" (3,2 mm) MOUNIING SUBFACE SERIES 1-5/16' (33,3 mm) TY-FRB 13/16" (20,6 mm) FIGURE 6 SERIES TY.FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 IN. NPT 5/A!114" (15,916,4 mm) 2-7l&',DlA. (73,0 mm)3./4" ('19,1 mm) 2-1/4" DtA. (57,2 mm) 1/4" i6.4 mm) MOUNTING PLATE 1/A' (3,2 mm) MOUNTING SURFACE I I CLOSURE SERIES TY.FRB 1-'ll4" (31,8 mm) 3/4'(19,1 mm) FIGURE 8 SERIES TY-FRB BECESSED PENDENT WITH TWO.PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 IN. NPT TFPITI Page 5 of 10 2-7/8" DtA. (73,0 mm)1/2' 112,7 mm)112!1/8 112,7L3,2 .rlml 2-1/4' OtA (57,2 mmj 1/4'(6,4 mm) [IOUNTING PLATE 1/4" {3,2 mm) MOUNTING SUBFACE CLOSURE SEBIES 1-5l16'(33,3 mm) TY-FRB 1-1116" (27,0 mm) FIGURE 7 SERIES TY.FRB RECESSED PENDENT WITH TWO.PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 IN- NPT 2'7/8', OtA (73,0 mm)1/2" 112,7 rr],m)1/b.1/a" (12,713,2 m m)2-1/4" DtA (57,2 mm) 1/4'(6,4 mm) FACE OF SPRINKLER FITTING J\,lOIJNTING PLATE 1/8' (3,2 mm) MOUNTING SURFACE t CLOSURE SERIES 1-114" (31,8 mm) TY-FBB 1' (25,4 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO.PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K.FACTOR, 1/2 IN. NPT Z CLOSURE FACE OF SPRINKLER FITTING ( FACE OF SPRINKLER FITTING TFP171 Page 6 of 10 5/U.1/4 ('15,916,4 mm) 2-7tq', DtA (73,0 mm) 2-1/4' DtA. /57,2 m.r].) 1/4" (6,4 mm) FACE OF SPRINKLER FIfiING MOUNTING PLATE 1/A" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1l4" (31,8 mm) ry.FRB 3/4" (19,1 mm) FIGURE 1O SERIES TY.FRB RECESSED PENDENT WITH TWO.PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 70 FECESSED ESCUTCHEON 5.6 K.FACTOR, 1/2 IN. NPT 5/811/4" (15,916,4 mm) 2-7/B' DlA (73,0 mm) 2-1t4', DtA {57,2 mm) 3/4" (19,1 mm) 1/4" (6,4 mm) FACE OF SPBINKLER FITTING MOUNTING PLAIE 118" (3,2 mm) MOUNTING SUBFACE CLOSURE SERIES 1-5l16'. (33,3 TY-FRB 13./16, (20,6 mm) FIGURE 12 SERIES TY.FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUS'IMENT STYLE 40 RECESSED ESCUTCHEON 8.O K-FACTOR, 3/4 IN, NPT WRENCH RECESS (END 'A" USED FOR 1/2' NPT MODELS) FIGURE 14 W.TYPE 6 SPRINKLER WRENCH 1/2" \12,7 m.r,) (1 1/2!1/8" 2,7).3,2 m m)2-1/4', DtA (57,2 mm) 1/4'(6,4 mm) I\4OUNIING PLATE 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4'(31,8 mm) ry-FBB 1" (25,4 mm) FIGURE 11 SERIES TY.FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K.FACTOR, 1/2 IN. NPT WRENCH RECESS E PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH 'I l2r1/A" (12,713,2 mm) 2-7la',D|A. (73,0 mm) 2-1/4" OlA. (s7,2 mm) 1/2" \12,7 m,rl,l 1/4'(6,4 mm) FACE OF SPRINKLER FITTING MOUNTING PLATE 1l8', (3,2 mm) I MOUNIING SURFACE CLOSURE SERIES '1-5/16', (33,3 mm TY-FRB 1-1/16" (27,0 mm) FIGURE 13 SER'ES TY-FRB BECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.O K.FACTOR, 314 IN. NPT 3/4'(19,1 mm) w-.\ 2-7/8', OlA. (73,0 mm) FACE OF SPRINKLER FITTING (, w-\ (. WRENCH RECESS (END'B" USED FOR 3/4' NPT MODELS) TFPI TI Page 7 of 10 Sprinkler Finish5 K. Factor Type Temperature Bulb Liquid Color Natural Brass Chrome Plated Polyester. 2.4'il2 in. NPT Pendent (TY1231) and Upright (TY1131) 13s'.F (57'C)Orange 1,2.3,4 1s5"F (68.C)Red 17s'F (79"C) 200"F (93"C)Green 286'F (141'C)BLue Recessed Pendent (TYr231)" Figure 6 135'F (s7'C)Orange 1,2,4 155"F (68'C)Red 175'F (79"C)Yellow 200"F (e3"c)Green Recessed Pendent (TY12sl)b Figure 7 135'F (57"C)Orange 155'F (68'C)Bed 175.F (79"C)Yellow 200'F (93"C)Green 4-2 1/2 in. NPT Pendent lTY2231l and Uprisht (TY213'l) 13s'F {57'C)Orange 1,2 155'F (68'C)Red 175'F (7S"C)Yellow 200"F (93"C)Green 286"F 041'C)Blue Recessed Pendent (TY223r). Figure 8 135'F (s7"C)Orange 155"F (68'C)Red 17s"F (7S"C)Yellow 200"F (93"C)Green Recessed Pendent (TY2231)b Figure I 1s5"F (57'C) 155"F (68"C)Red '175"F (79'C)Yellow 200'F (93'C)Green NOTES a. lnsralled wnh Slyle 1011/2 in. NPT) orSiyle40 (3/a in. NPT) 3/4 in. Total Adjustm6nl Recessed €scutcheon, as aPplicable. b. tnslalled wilh Style 20 (1/2 in. NPT) or Styl€ 30 (3/4 in. NPT) l/2 in. Tolal Adjustmenl Recessed Escuicheon, as applicable c. F.ame dd Dellector only. t. Listed by Undeturne6 Laboraroies, 1.c., (UI) as Ouick Fesponse Spnnklers. 2. Usted by Underw,iters Laboalories. hc,. lo. use in Canada (C-UL) as Ouick Besponse Spti.klers. 3. Appoved byFactory MutualResearch corporalion (FlOasOuick Response SPranklers. 4. Approved by lhe City ol N6w Yo& und€i MEA 354-01-E. 5, Wherc Polyester Coaled Sprinklers are noled to be UL and C -UL Lisred. lhe sprinklers are UL and C- UL Listed. lhe sPrinkle6 are UL and C -UL Listed as co osion resistant sprlnkleB. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.A AND 4.2 K-FACTOR SPB,,VKLERS Yellow Orange TFP171 Page 8 of 10 K. Factor Type Temperature Bulb Liquid Color Natural Brass Chrome Plated Polyesterc Poly-Stainless.Lead Coated 5.6 /2in. NPT ,1 Pendent (TY3231) and Upright {TY3131) 135'F (57"C)Orange 1,2,3,4,5,6,7 1,2 1,2,3,5 1s5"F (68.C)Red 17s"F (7s.C) 200"F (93'C)Green 286"F 041'C)Blue 1s5"F {s7'C)Orange 1,2,4,5 1,2 15s'F (68'C)Red 175'F (79'C)Yellow 200'F (93'C)G reen 286"F (141'C)Blue Recessed Pendent (TY32sl)b Figure'll 135'F (57'C)Orange 1, 2,3, 4, 5 N/A N,/A 155.F (68"C)Red 17s.F {79"C)Yellow 200'F (93"C)Green 286'F 041"C)Blue 8.0 314 in NPT Pendent (TY4231) and Upright (TY4131) 135"F (57'C)Orange 1,2,3,4,5,6,7 1,2 1,2,5 lss'F (68"C) 175"F (79.C)Yellow 200'F (93'C)Green 286'F 041'C)Blue Recessed Pendent (TY423r). Figure 12 135"F (57"C)Orange 1,2,5 1,2 N/A 1ss'F (68"C)Red 175'F (79'C)Yellow 200"F (93"C)Green 286'F 041'C) Recessed Pendent (TY4231)b Figure 13 135"F (57"C)Orange 1, 2.3, 5 N/A N/A 155"F (68'C)Red 175.F {79"C)Yellow 200'F (93'C)Green 286"F {141"C)Blue 8.0 112in. NPT Pendent {TY4931) and Upriglrt (TY4831) 135"F (57"C)Orange N/A 1s5'F (68'C)Red 175'F (79"C)Yellow 200.F (93.C)Green 286"F 041',C)Blue NOTES a. lnslalled wirhsryle l0(1/2 in. NPT) or Sryle 40 (3/4 in- NPT) 3/4|n. TotalAdisstmonl Recessed Escllch.on, asappllcable- b. lnslalled wiih Style 20 (1/2 in. NPT) or Siyle 30 (3/4 in. NPT) 1/2 in. Tolal Adiustmenl A€cessed Escutcheoo, as applicable. c. Frame and Oefleclo, only. d. Nol Av.ilable {N/A) 1. Listedby Underwriiers Labo.atories. hc., (Ut)as Ouick Besponso sprinkleG. 2. Lisled by Undetuilers Laboratories. lnc., for use in Canada (C-UL) as Ouick Response Sprinklers. 3. Approved by Factory Muiual Fesearch Co,poralion (FM) as Quick R.sponse Spri l€rs. 4. Approved by the Loss Prevenrion cerliticaiion aoard (LPCB Be,. No. 007k/04) as alick Respons6 SprinhleE. Howovor. LPca does nol rate the lh€rmal sensiiivily ol .ecessBd 5. Approved by th6 Cily of N* Yort< under MEA 354-01-€. 6- vds Apprryed (fo/ del6ils, conlad Johnson Cont.ols, Enschede, Nehenands. Tel.31-53-428-4441/Far 3i-53-4?8-3377) 7, Apprcved by lhe Loss Prevention Cedif,cation Board (LPCB Re,. No. 094a/06) as Ouick Fesponse Sprinklers. L Where Potyester Coated and Lead,Coated Sprinkr€rs are noted to b. U L and C-UL LisIed, lhe sprinller3 a.e UL and C-UL Lisled as Corosion-Besislaht Sprinklers. Where Lead. Coaled Sprinklers are nol6d lo bs FM App.oved. ihe sprinkleE are FM Appoved as a Conoslon-Resistanl Sprinklers, Sprinkler Finish3 Yellow Recessed Pendenl (TY32sr). Figure 1o Red Blue 1,2,4,5,6 1,2, 5 TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8-O K-FACTOR SPRINKLERS Sprinkler Finish K. Factor Type Chrome Plated Polyester Lead Coated 'l12 in NPT Pendent (TY1231) and Upright (TY1131) 175 psi (12,1 bar)N/A' Recessed Pendent (TY1231) 112in NPT Pendent {TY2231) and Up.isht (TY2131) 175 psi (12,1 ba4 N/A Pendent (TY2231) 5.6 112 in. NPT 250 psi (122 bai or'175 psi (12,1 bar)1 Recessed Pendent (TY323l) 8.0 314 in NPT Pendent (TY423l) and Upright {TY4131) 175 psi (12,1 bar) 175 (12,1 pst bar) Recessed Pendent(TY4231)N/A 8.0 112in, NPT Pendent (TY4931) and Uprisht (TY4831) 175 psi (12,1 bao NOTES 1. The maximumworki.g pressLneof250 psi(lZ2 ba.) only appliestolhe Lisring by Undeeril€rs Laboralora6s l.c. (UL); the Lislinq byUnder w.iteE Laboratories, lnc. lor use in Canada (C-UL): and.lhe App,ovalby the Cily ol New York. 2. Notapplicable(N/A). TABLE C MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be mainlained and serviced in accordance with this section. Before closing a fire protection system main conlrol valve for maintenance work on the fire pro- tection system that it controls, obtain permission to shut down the affected lire protection systems lrom the proper authorities and notify all personnel who may be alfecled by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered arter leaving the factory. lvlodified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced il they cannot be complelely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be taken to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, orthe like, musl be replaced. Also, replace any sprinkler that has a cracked bulb orthat has lost liquid from its bulb. (Rel. lnstallation Section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.9., NFPA 25), in addition to the standards of any other authorities having iurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and mainlained by a qualified lnspec- tion Service in accordance with local TFP17I Page 9 of 10 requirements and/or national codes. Care must be exercised io avoid damage to the sprinklers before, during. and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- klerthat has a cracked bulb orthat has lost liquid from its bulb. (Ref, lnstalla- tion Section). lnitial and frequent visual inspections of random samples are recommended jor corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suf fice.lnspections of corrosion-resis- tant sprinklers are recommended al close range, instead of from the floor level per NFPA. lnspection at close range can better determine the exact sprinkler condition and the long-term integrity of the corrosion-resistant material, which can be afiected by the corrosive conditions present. Natural Brass Pendent (TY3231) and Upright (TY3l31) 175 psi (12,1 bar) TEMPEBATURE RATINGS 135 13s'F (s7'C) 155 1s5"F (68.C) 175 175"F {79"C) 200 200"F (93"C) 286 286'F (141'C) SPRIN KLER FIN ISH 1 NAIURAL BBASS 2 POLY.STAINLESS GREY ALUMTNUM (RAL9O07)1 POLYESTER 3 PURE WHITE POLYESTER (RAL9O1OF 1 5 JET BLACK POLYESTER (8A19005)3 7 LEAD COATED s CHROME PLATED SIN 2.8K UPRIGHT (1/2 in. NPT)TY1131 2.8K PENDENI (1/2 in. NPI)rY1231 340 4.2K UPRIGHT (1/2 in. NPT)TY2131 34'1 rY2231 370 5.6K UPRIGHT (1/2 in. NPT)TY3131 371 5.6K PENDENT (1/2 in. NPT)TYs231 390 8.0K UPRIGHT (3/4 in. NPT)TY4131 B.oK PENDENT (3/4 in. NPT)TY4231 360 B.oK UPRIGHT (1/2 in. NPI)TY4831 361 B.0K PENDENT (1/2 in. NPI)TY4931 P/N57_XXX-X_XXX NOTES 1, Avallable only on TY313l. TY3231, TY4i3r. and TY423l 2. Easlern Hemisph6re sales o.ly. 3. Avallableinonly 2.8K.4.2K, and 8.0K, 155't (68oC)and 200oF (93'C); requnesbng.rlead tiDe TABLE D SERIES TY.FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION TFP171 Page l0 of 10 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicale the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) temperature rating, (specify) linish or coating, P/N (specafy from Table D) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify.) finish, P/N (specify') ' Reter to Technicaloara She€rTFP770 Sprinkler Wrench Specify: W-Type 6 Sprlnkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 1400 PennbrookParkway,Lansdale,PA19446lTelephone+l-215-362-0700 d.,.3!bl..r r..han!.wlrhournoric..Johnson UIt Controls SIGNAL WHITE POLYESTER (RAL9OO3) 330 4.2K PENDENT {1/2 in. NPT) Schedule 10 - Hydraulic Tables FM Approved and UL Listed Sprinkler Pipe Schedule 10 Pi 1 1 1t4 1 1t2 2 21t2 4 1 .315 '1.660 1.900 2.375 2.875 3.500 4.500 1.097 1.442 1.682 2_157 2.635 3.260 4.260 1.41 1.81 2.09 2.64 J.5J 4.34 5.62 91 6'l 61 30 19 19 Any questions or comments should be addressed to Bull Liloose Tube's Technical Support Departmenl at888-227- 5430, or via e-mail at techsupoort@bullmoosetube.com. Please request our cutsheet for more information on Schedule 10. Friction loss calculations are based on the Hazen-Williams formula p = ( 4.s2 x e"5 1/ 1g1.as x 6r'az ), where P is the frictional resistance in pounds pressure per square inch per foot of pipe, Q is the gallons per minute flowing, d is the inside diameter of pipe in inches, and C is the friction loss coefficienl. C=100 (for dry systems), C= 120 (for wet systems). l.D.'s used for the calculations are given in parenthesis. EIULL Mc]CISE TLIBE C:OMPANY 18'19 Clarkson Road Chesterfield, Mo 63017 (800) 325-4467 FAX: (636) 537-2645 For additional iniormation, contact your salesperson today at (800) 325-4467 or (636) 537'2600 in the IJSA, or from Canada call (800)882-4666 @G ^.*{]r llsTt0 \\,ww.bullnroosotube.conrn@.orp"ny "*rt,-.salcs@buXtnaasg FM 0s108 1.097 1-1t4" .4421 (1.682 1-112" (3.260 7 8 10 11 12 13 14 '15 't6 17 18 1S 20 21 22 24 25 26 27 2A 29 30 31 36 37 39 40 4'l 42 44 45 46 47 48 49 50 51 52 53 54 56 57 59 60 6'l 62 63 64 65 66 67 68 69 70 0.011 0.016 0.o21 0.027 0.033 0.041 0.049 0.057 0.066 0.076 0.086 0.097 0.109 0.121 0.133 0.147 0.'160 0.175 0.190 0.205 0.222 0.238 0.255 0.273 0.292 0.310 0.330 0.350 0.370 0.391 0.413 0.435 0.458 0.481 0.504 0.529 0.553 0.579 0.604 0.631 0.657 0.685 0.712 0.741 0.769 0.829 0.859 0.B90 o.921 0.953 0.985 '1.018 1.051 1.085 1.119 '1.154 1.189 1.225 1.298 '1.373 1 .411 1.449 1.489 0.003 0.004 0.006 0.007 0.009 0.011 0.013 0.015 o.o'17 0.020 0.023 0.026 0.029 0.032 0.035 0.039 0.042 0.046 0.050 0.054 0.059 0.063 0.067 0.072 o.077 0.082 0.087 0.092 0.098 0.103 0.109 0.1 15 0.121 o.127 0.133 0.140 0.146 0.153 0.'160 0.166 0.174 0.181 0.188 0.196 0.203 0.211 0.219 0.227 0.235 0.243 0.252 0.260 0.269 0.274 0.286 0.295 0.305 0.314 0.323 0.343 0.352 0.362 0.372 0.383 0.393 0.001 0.002 0.003 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.011 0.012 0.014 0.015 0.017 0.018 0.020 0.022 0.024 0.026 0.028 0.030 0.032 0.034 0.036 0.039 0.041 0.044 0.046 0.049 0.052 0.054 0.057 0.060 0.063 0.066 0.069 0.072 0.075 0.079 0.082 0.085 0.089 0.092 0.096 0.'100 0.'103 0.107 0.'11 '1 0.115 0.119 0.123 0.127 0.131 0.'135 0.140 0.144 0.148 0.'153 0.157 0.162 0.167 0.171 0.176 0.181 0.186 0.001 0.002 0.002 0.002 o.oo2 0.003 0.003 0.004 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.008 0.008 0.009 0.009 0.010 0.0'11 0.012 0.012 0.013 0.014 0.015 0.015 0.016 o.017 0.018 0.019 0.020 0.021 o.o2'l 0.022 0.023 o.o24 0.025 0.026 0.028 0.029 0.030 0.031 o_032 0.033 0.034 0.035 0.037 0.038 0.039 0.040 0.042 0.043 0.044 0.046 0.047 0.048 0.050 0.051 0.052 0.054 0.055 0.001 0.002 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.007 0.007 0.007 0.008 0.008 0.008 0.009 0.009 0.010 0.010 0.0'10 0.011 0.011 0.012 0.o12 0.012 0.013 0.013 0.014 0.014 0.0'15 0.015 0.016 0.016 0.017 0.017 0.018 0.018 0.019 0.0'19 0.020 0.020 0.021 0.001 0.002 0.002 0.002 o.oo2 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.001 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 2Hydraulic Tables BMT SCHEDULE 1O 08/08 Hydraulic Tables For Wet Systems (1.09 1-112" 1.682 (2.157].63s 3.260 0.001 0.002 0.002 0.003 0.004 0.004 0.005 0.006 0.007 0.008 0.009 0.010 0.011 o.o'12 0.013 0.014 0.016 0.017 0.018 0.020 0.021 0.023 0.024 0.026 0.028 0.029 0.031 0.033 0.035 0-037 0.039 0.041 0.043 0.045 0.047 0.049 0.052 0.054 0.056 0-059 0.061 0.063 0.066 0.069 0.071 0.074 0.076 0.079 0.0B2 0.085 0.08B 0.091 0.094 0.097 0.100 0.103 0.106 0.109 0.112 0.1 16 0.'1 19 0.122 0.126 0.129 0.133 0.001 0.002 0.002 o.oo2 0.002 0.003 0.003 0.003 0.004 0.004 0.004 0.005 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.008 0.009 0.009 0.010 0.010 0.0'11 0.012 0.012 0.013 0.013 0.o14 0.015 0.015 0.016 0.017 0.017 0.018 0.019 0.020 0.020 0.021 0.022 0.023 0.024 0.024 0.025 0.026 0.o27 0.028 0.029 0.030 0.031 0.032 0.032 0.033 0.034 0.035 0.036 0.037 0.038 0.039 0.001 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.005 0.005 6 7 8 t0 1,1 12 13 14 15 16 18 19 20 24 25 26 27 28 29 30 31 34 36 39 40 41 42 43 44 45 46 47 48 49 50 51 52 54 56 5B 59 60 61 63 54 65 66 67 68 69 70 0.008 0.011 0.015 0.019 0.024 0.029 0.035 0.041 0.o47 0.054 0.06'1 0.069 0.077 0.086 0.095 0.105 0.1 't5 0.125 0.136 0.147 0.158 0.170 0.182 0_195 0.208 0.222 0.235 0.250 0.264 0.279 0.295 0.3't0 0.327 0.343 0.360 0.377 0.395 0.413 0.431 0.450 0.469 0.489 0.508 0.529 0.549 0.570 0.591 0.613 0.635 0.657 0.680 0.703 0.726 0.750 0.77 4 0.799 0.824 0.849 0.874 0.900 0.926 0.953 0.980 1.007 1.034 1.062 o.oo2 0.003 0.004 0.005 0.006 0.008 0.009 0.011 0.012 0.014 0.0'16 0.018 0.020 0.023 0.025 0.028 0.030 0.033 0.036 0.03s 0.042 0.045 0.048 0.051 0.055 0.059 0.062 0.066 0.070 0.074 0.078 o.oa2 0.086 0.091 0.095 0.100 0.104 0.109 0.114 0.1 '19 0.124 0.129 0.134 0.140 0.145 0.151 0.156 0.'162 0.168 0.174 0.180 0.186 o_192 0.198 o.204 0.211 o 217 0.224 o 231 o 23A o 245 0.252 0.259 0 266 o.273 0.280 BMT SCHEDULE 1O Tables For C= 100 'l BMT SCHEDULE 1O C= 120 0.001 o.002 0.002 o.oo2 o.oo2 0.002 o.oo2 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.008 0_008 0.008 0.009 0.009 0.009 0.010 0.010 0.0'10 0.01'1 0.011 0.011 0.012 0.012 0.012 0.013 0.013 0.013 0.014 0.014 0.014 0.015 Hydraulic Tables For Dry Systems C= 100 o gpm (r.0e7) 't -'t t4" (1.442) 1-112" (1.682)(2.1s7\ 2-1t2' (2.635)(3.260)(4.260]. 71 74 75 76 77 78 79 80 81 82 a4 85 86 87 88 89 90 91 92 94 95 96 98 100 102 104 106 108 110 112 114 116 't 18 120 't22 124 126 128 130 132 134 136 138 140 '142 144 't 46 't 48 150 152 154 't 56 '158 '160 162 't64 '166 168 170 't72 1.528 1.568 't.609 1.650 1.691 1.733 '1.818 1.462 1.906 1.950 2.040 2.086 2.132 2.178 2.226 2.273 2.321 2.370 2.419 2.468 2.518 2.568 2.619 2.670 2.722 2.774 2.827 2.880 2.987 3.096 3.207 3.320 3.551 3.669 3.789 3.911 4.035 4.160 4.287 4.416 4.546 4.679 4.813 4.949 5.086 5.225 5.366 5.509 5.653 5.799 5.947 6.097 6.248 6.401 6.556 6.712 6.870 7.030 7.191 7 .354 7.519 7.685 7-853 0.403 0.414 o.425 0.436 0.447 0.458 0.469 0.480 0.492 0.503 0.515 0.539 0.551 0.563 0.575 0.588 0.600 0.613 0.626 0.639 0.652 0.665 0.678 0.691 0.705 0.719 0.732 0.746 0.760 0.789 0.818 0.847 0.877 0.907 0.938 0.969 '1.001 '1.033 1.065 1.098 1.132 1.166 1.200 1.235 1.271 1.307 1.343 1.380 1.417 1.454 1.493 1.531 1.570 1.610 '1.650 1.690 1.772 1.414 '1.856 1.899 1.942 1.985 2.029 2.074 0.191 0.196 o.201 0.206 0.211 0.216 0.221 0.227 0.232 0.238 0.243 o_249 0.254 0.260 0.266 0.272 0.278 0.284 0.290 0.296 0.302 0.308 0.314 0.320 o.327 0.333 0.340 0.346 0.353 0.359 0.373 0.386 0.400 0.414 o_428 0.443 0.458 0.473 0.488 0.503 0.519 0.535 0.551 0.567 0.584 0.600 0.617 0.634 0.652 0.669 0.687 0.705 0.723 0.742 0.761 0.779 0.799 O.B,1B 0.837 0.857 0.477 0.897 0.917 0.938 0.980 0.057 0.05B 0.060 0.061 0.063 0.064 0.066 0.068 0.069 0.071 0.072 0.074 0.076 0.077 0.079 0.081 0.083 0.084 0.086 O.OBB 0.090 0.092 0.094 0.095 0.097 0.099 0.101 0.103 0.105 0.107 0.111 0.115 0.119 0.123 0.128 0.132 0.136 0.141 0.145 0.150 0.155 0.159 0.164 0.169 0.174 0.179 0.144 0.189 0.194 0.199 0.205 0.210 0.215 o.22'l 0.226 0.232 0.238 0.244 0.249 0.255 0.261 0.267 0.273 o.279 o.246 0.292 0.021 0.022 0.023 0.023 0.024 0.024 0.025 0.025 0.026 0.o27 0.027 0.028 0.029 0.029 0.030 0.031 0.031 0.032 0.033 0.033 0.034 0.035 0.035 0.036 0.037 0.037 0.038 0.039 0.040 0.040 o.042 0.043 0.045 0.047 0.048 0.050 0.051 0.053 0.055 0.057 0.058 0.060 0.062 0.064 0.066 0.067 0.069 0.07'l 0.073 0.075 0.o77 0.079 0.0B1 0.083 0.085 0.088 0.090 0.092 0.094 0.096 0.099 0.'101 0.103 0.105 0.108 0.1 10 0.008 0.008 0.008 0.008 0.008 0.009 0.009 0,009 0.009 0.009 0.010 0.010 0.010 0.010 0.011 0.011 0.011 0.011 0.o12 0.012 0.012 0.012 0.013 0.013 0.013 0.013 0.014 0.014 0.014 0.014 0.015 0.015 0.0'16 0.0'17 0.o17 0.018 0.018 0.019 0.019 0.020 0.021 0.021 0.o22 0.023 0.o23 0.o24 0.025 0.025 0.026 0.027 0.027 0.028 0.029 0.030 0.030 0.031 0.032 0.033 0.033 0.034 0.035 0.036 0.037 0.037 0.038 0.03s 0.002 0.002 o.oo2 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0,003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0,005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.008 0.008 0.008 0.008 0.008 0.009 0.009 0.009 0.009 0.009 0.010 0.010 0.010 0.010 0.011 3Hydraulic Tables BMI SCHEDULE 1O 08/08 BMT SCHEDULE 1O Hydraulic Tables For Wet Systems C= 120 o gpm (1.0s7) 1-1t4" 11.442',1 1-1t2" (1.682)12.1s7l (4.260) 71 72 74 75 76 77 78 80 8'l 82 83 a4 85 88 89 90 91 92 93 94 96 97 99 100 102 104 '106 't 08 110 112 114 116 11a 120 122 124 126 124 130 134 136 138 140 142 144 '146 144 150 '152 154 156 't 58 't 60 162 164 't 66 168 170 172 1.091 1.1 19 1.148 1.177 1.207 1.237 1.267 1.298 1.329 1.360 1.392 1.424 1.456 1.489 '1.521 1.555 1.588 1.622 1.691 1.726 1.797 1.833 1.869 1.906 1.943 't.980 2.017 2.055 2.210 2.249 2.370 2.451 2.619 2.705 2.791 2.880 2.969 3.060 3.152 3.245 3.435 3.630 3.729 3.830 3.932 4.035 4.139 4.245 4.351 4.459 4.568 4.679 4.790 4.903 5.017 5.132 5.249 5.366 5.485 5.605 0.288 0.295 0.303 0.311 0.319 0.327 0.335 0.343 0.351 0.359 0.367 0.376 0.384 o.402 0.411 0.419 0.428 o.437 0.447 0.456 0.465 0.474 o.444 0.493 0.503 0.513 0.523 0.533 0.543 0.563 0.583 0.604 0.626 0.647 0.659 0.691 0.714 0.737 0.760 0.784 0.808 0.832 0.857 0.482 0.907 0.932 0.958 0.985 1.0't'1 1.038 1.065 1.093 '1.121 1 .149 1.177 't.206 1.235 1.265 '1.295 't.325 1.355 1.386 1.417 't.448 '1.480 0.041 0.042 0.043 0.o44 0.045 0.046 0.047 0.048 0.049 0.051 o.o52 0.053 0.054 0.055 0.057 0.058 0.059 0.060 0.062 0.063 0.064 0-065 0.067 0.068 0.069 0.071 0.072 0.o74 0.075 0.076 0.079 0.082 0.085 0.088 0.091 0.094 0.097 0.100 0.104 0.107 0.1 10 o.114 0.117 0.121 0.124 0.128 0.131 0.135 0.139 0.142 0.146 0.150 0.154 0.158 0.'162 0.166 0.170 0.174 0.178 o.182 0.186 0.191 0.195 0.199 0.204 0.208 0.015 0.016 0.016 0.017 0.017 0.017 0.018 0.018 0.019 0.019 0.020 0.020 0.020 0.021 0.021 0.022 0.022 0.023 0.o23 0.o24 0.o24 0.025 0.025 0.026 0.026 0.027 0.027 0.028 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.036 0.037 0.038 0.039 0.040 0.o42 0.043 0.044 0.045 0.047 0.048 0.049 0.051 0.052 0.054 0,055 0.057 0.058 0.059 0.06'1 0.062 0.064 0.066 0.067 0.069 0.070 0.072 0.074 0.075 0.o77 0.07s 0.00s 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.008 0.008 0.008 0.008 0.008 0.008 0.009 0.009 0.009 0.009 0.009 0.009 0.010 0.010 0.010 0.010 0.011 0.011 0.011 0.0'12 0.012 0.013 0.013 0-013 0.014 0.014 0.015 0.015 0.016 0.016 0.017 0.0'17 0.018 0.018 0.019 0.019 0.020 0.020 0.021 0.021 0.022 0.022 0.023 0.023 0.024 0.024 0.025 0.026 0.026 0.027 0.o27 0.028 0.001 0.002 0.002 0.002 0.002 o.oo2 0.002 0.002 o.oo2 0.002 o.002 0.002 0.002 0.002 o.oo2 0.002 0.002 0.002 o.oo2 o.oo2 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0_004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.008 BMT SCHEDULE IO 0.136 0.140 0_143 0.147 0.151 0.'154 0.158 o.-162 0.166 0.170 0.174 o.178 o.182 0.186 0.190 0.194 0.'198 0.202 0.207 0.211 0.215 0.220 0.224 o_229 0.233 0.238 0.242 0.247 0.252 0.256 0.266 0.276 0.286 0.296 0.306 0.316 0.327 0_337 0.348 0.359 0.370 0.382 0.393 0.405 0.417 o.424 0.441 0.453 0.465 0.474 0.490 0.503 0.516 0.529 0.543 0.556 0.570 0.584 0.598 0.612 0.626 0.640 0.655 0.669 0.684 0.699 2-112" I 3' (2.635)l(3.260) BMT SCHEDULE 1O Hydraulic Tables For Dry Systems C= 100 o. gpm (1.0e7) 1-1t4" (1.442) 1-1t2" (1.682)(2.157!. 2-'12" (2.635)(3.260) 4' (4.260) 174 176 178 180 182 184 '186 188 190 192 194 196 198 200 202 204 206 208 210 212 214 216 21a 220 222 224 228 230 234 236 234 240 242 244 246 248 250 252 254 256 258 260 262 264 266 270 272 274 276 278 240 282 284 246 288 290 294 296 298 300 302 304 8.023 8.195 8.368 8.543 8.719 8.897 9.077 9.258 9.441 9.626 9.412 10.000 10.190 '10.381 't.001 't.022 1.044 1.066 1_088 1.'110 1.132 1.155 1.178 1 .201 1.224 1.247 1.271 '1.295 '1.3'19 1.343 1.368 1.392 1.417 't.442 't.468 '1.493 1.519 'l.545 1.571 1.597 't.624 1.650 1.677 '1.704 1.731 1.7s9 1.787 1.814 1.843 1 .A71 1.899 1.928 '1.957 't.986 2.0'15 2.045 2.A74 2.104 2.134 2.'164 2.195 2.225 2.256 2.287 2.350 2.4'13 2.445 2.477 2.510 2.542 2.575 2.608 2.641 2.675 2.70A 2.742 2.776 2.810 0.298 0.304 0.311 0.317 0.324 0.33'1 0.337 0.344 0.351 0.358 0.365 0.372 0.379 0.386 0.393 0.400 0.407 0.415 0.422 0.430 o.437 0.445 o.452 0.460 0.468 o.476 0.483 0.491 0.499 0.508 0.516 0.524 0.532 0.s40 0.549 0.557 0.566 0.574 0.583 0.591 0.600 0.609 0.618 0.627 0.636 0.645 0.654 0.663 0.672 0.681 0.690 0.700 0.709 0.719 0.728 0.738 0.747 0.757 0.767 0.777 0.7a7 0.796 0.806 0.817 o.427 0.837 0.112 0.1 15 0.117 o.'120 0.122 0.125 0.127 0.130 0.132 0.135 0.138 0.140 0.143 0.145 o.148 0.151 0.154 0.156 0.159 0.162 0.165 0.168 0.171 0.174 0.176 0.179 0.182 0.'t 85 0.'188 0.191 0.195 0.198 o.201 o.204 0.207 0.210 o.213 0.217 0.220 0.223 0.226 0.230 0.233 0.236 0.240 0.243 0.247 0.250 0.253 0.257 0.260 0.264 0.268 0.271 o.275 0.278 0.282 0.286 0.289 0.293 0.297 0.300 0.304 0.308 0.312 0.316 0.040 0.041 0.042 o.042 0.043 0.044 0.045 0.046 0.047 0.048 0.049 0.050 0.051 0.052 0.053 0.054 0.055 0.055 0.056 0.057 0.058 0.059 0.061 0.062 0.063 0.064 0.065 0.066 0.067 0.068 0.069 0.070 0.o71 0.072 0.073 0.075 0.076 0.077 0.078 0.079 0.080 0.081 0.083 0.084 0.085 0.086 0.087 0.089 0.090 0.091 0.092 0.094 0.095 0.096 0.097 0.099 0.100 0.101 0.103 0.104 0.105 0.107 0.108 0.109 0.11 1 0.112 0.011 0.0'1'1 0.011 0.012 o.012 0.012 0.o12 0.013 0.013 0.013 0.013 0.014 0.014 0.014 0.014 0.015 0.015 0.015 0.015 0.016 0.016 0.016 0.016 0.0'17 0.017 0.017 0.018 0.018 0.018 0.018 0.019 0.019 0.019 0.020 0.020 0.020 0.021 o.o2'l o.021 0.022 0.022 o.022 o.022 0.023 0.023 0.023 o.024 o.024 0.024 o.025 0.025 0.025 0.026 0.026 0.026 0.027 0.o27 0.028 0.028 0.028 0.029 0.029 0.029 0.030 0.030 0.030 4Hydraulic Tables BMT SCHEDULE 1O Hydraulic Tables For Wet Systems C= '120 a gpm (1.0e7) 1-1t4" (1.442]. 1-1t2" (1.682)(2.1s7\ 2-112" (2.635)(3.260)(4.260) '17 4 '176 178 180 182 1a4 186 188 190 192 t94 196 198 200 202 204 206 208 210 212 214 216 21a 220 222 224 226 224 230 232 234 236 238 240 242 244 246 244 250 252 254 256 258 260 262 264 266 268 270 272 274 276 278 240 242 2a4 246 2Aa 290 292 294 296 298 300 302 304 5.726 5.849 6.097 6.350 6.478 6.608 6.738 6.870 7.003 7.137 7.272 7.409 1.s12 1.544 1.577 '1.610 1.643 1.677 1.7'lO 1.745 1.779 1.814 'l.849 '1.884 1.920 1.956 0.714 0.730 0.745 0.76'1 o.776 0.792 0.808 0.824 0.841 0.857 0.874 0.890 0.907 o.924 0.941 0.959 0.976 0.994 1.012 1.029 1.047 1.066 1.084 1.102 1.121 1.140 1.159 1.178 1.197 1.216 1.236 '1.255 1.275 1.295 1.315 1.335 1.376 1.397 1.417 1.438 1.459 1.480 1.502 1.523 1.545 1.566 1.588 '1.610 1.632 '1.655 1.677 1.700 1.722 1.745 1.768 1.791 1 .814 I -83B 1.861 1.885 1.909 1.933 1.957 '1.981 2.005 0.213 0.217 0.222 0.226 0.231 0.236 0.241 0.245 0.250 0.255 0.260 0.265 0.270 0.275 0.280 0.2B6 0.291 0.296 0.301 0.307 0.312 0.317 0.323 0.328 0.334 0.339 0.345 0.351 0.356 0.362 0.368 0.374 0.380 0.386 0.392 0-398 0.404 0.410 0.416 0.422 0.428 0.435 0.441 0.447 0.454 0.460 0.466 0.473 0.480 0.486 0.493 0.499 0.506 0.513 0.520 0.527 0.533 0.540 0.547 0.554 0.561 0.568 0.576 0.583 0.s90 0.597 0.080 0.082 0.084 0.085 0.087 0.089 0.091 0.093 0.094 0.096 0.098 0.100 o.'t02 0.104 0.'106 0.108 0.1'10 0.112 0.114 0.116 0.1 18 o.120 0.122 0.124 0.126 o.'128 0.130 o.132 o.134 o.137 0.139 0.141 0.143 0.145 0.148 0.150 0.152 0.155 0.157 0.159 0.162 0.164 0.166 0.169 o.17'l o.'174 0.176 o.'t7B 0.181 0.183 0.186 0.188 0.191 0.194 0.196 0.199 0.201 0.204 0.206 0.209 0.212 0.214 0.217 0.220 0.223 0.225 0.008 0.008 0.008 0.008 0.008 0.009 0.009 0.009 0.009 0.009 0.009 0.010 0.010 0.010 0.010 0.010 0.01'1 0.01 1 0.011 0.011 0.011 0.012 0.012 0.012 0.012 0.012 0.0'13 0.013 0.0'13 0.013 0.013 0.014 0.014 0.014 0.014 0.014 0.015 0.015 0.015 0.015 0.016 0.016 0.016 0.016 0.016 0.017 o.o'17 0.017 0.017 0.018 0.018 0.018 0.018 0.019 0.019 0.019 0.019 0.020 0.020 0.020 0.020 0.021 0.021 0.021 0.021 0.o22 2.118 2.164 2.209 2.255 2.302 2.349 2.396 2.444 2.453 2.591 2.640 2.690 2.741 BMT SCHEDULE 10 08/08 0.028 0.029 0.030 0.030 0.031 0.032 0.032 0.033 0.033 0.034 0.035 0.035 0.036 0.037 0.038 0.038 0.039 0.040 0.040 0.041 0.042 0.042 0.043 0.044 0.045 0.045 0.046 0.o47 0.048 0.048 0.049 0.050 0.051 0.052 0.052 0.053 0.054 0.055 0.056 0.056 0.057 0.058 0.059 0.060 0.061 0.062 0.062 0.063 0.064 0.065 0.066 0.067 0.068 0.069 0.070 0.070 0.071 0.o72 0.073 0.074 0.075 0.076 0.077 0.078 0.079 0.080 Hydraulic Tables For Dry Systems c= 100 o gpm (1.097) 1-114" (1.4421 1-112" (1.682)(2.1s7) 2-1t2" (2_635)(3.260)(4.260) 2.844 2.879 2.944 2.983 3.018 3.054 3.090 3.125 3.161 3.198 3.234 3.271 3.307 3.344 3.419 3.456 3.494 3.532 3.570 3.608 3.647 3.685 3.724 3.763 3.802 3.842 3.881 3.961 4.001 4.041 4.082 4123 4.164 4.205 4 _246 4.287 4.329 4.37'l 4.413 4.455 4.497 4.540 4.582 4.625 4.668 0.847 0.857 0.868 0.878 0.888 0.899 0.909 o.920 0.931 0.941 0.9s2 0.963 0.97 4 0.985 0.996 1.007 1.018 1.040 1.052 1.063 '1.075 1.086 1.097 '1.109 1_121 1.132 1.'144 1.156 1.180 1.192 1.204 1.216 1.228 1.240 1.252 1.264 1.277 1.249 1.302 1.314 1.327 '1.339 1.352 1.365 1.377 1_390 1.423 1.455 1.488 1.522 '1.555 1.589 1.624 1.658 1.693 1.729 1.764 '1.800 1.837 1.a74 1.9't'l 1.948 1.986 2.024 0.320 0.323 0.327 0.33'1 0.335 0.339 0.343 0.347 0.351 0.355 0.359 0.363 0.367 0.372 0.376 0.380 0.384 O.3BB 0.393 0.397 0.401 0.40s 0.410 0.414 0.418 0.423 0.427 0.432 0.436 0.441 0.445 0.450 0.454 0.459 0.463 0.468 0.472 0.477 0.442 0.486 0.491 0.496 0.501 0.505 0.510 0.515 0.520 0.525 0.537 0.549 0.561 0.574 0.587 0.600 0.613 0.626 0.639 0.652 0.666 0.679 0_693 0.707 0.721 0.735 0.7 49 0.763 0.031 0.031 0.032 0.032 0.032 0.033 0.033 0.033 0.034 0.034 0.035 0.035 0.035 0.036 0.036 0.037 0.037 0.037 0.03B 0.038 0.039 0.039 0.039 0.040 0.040 0_041 0.041 0.o42 0.042 0.042 0.043 0.043 0.044 0.044 0.045 0.045 0.046 0.046 0.046 0.047 0.047 0.048 0.048 0.049 0_049 0.050 0.050 0.051 0.052 0.053 0.054 0.055 0.057 0.058 0.059 0.060 0.062 0.063 0.064 0.065 0.067 0.068 0.069 0.071 0.072 0.o74 5Hydraulic Tables BN,4I SCHEDULE 1O 08/08 BMT SCHEDULE 1O Hydraulic Tables For Wet Systems C= 120 LI gpm (1.097) 1-1t4" (1.4421 1-112" (1.682)|.2.1571 2-1t2' (2.635)(3.260)(4.2601 306 308 310 312 316 318 320 322 324 326 324 334 336 340 342 344 346 348 350 352 354 356 358 360 362 364 366 368 370 372 374 376 374 380 384 386 388 390 392 394 398 400 405 410 415 420 425 430 435 440 445 450 455 460 465 470 475 480 48s 490 2.030 2.054 2.079 2.104 2.129 2.154 2.180 2.205 2.256 2.282 2.308 2.334 2.360 2.387 2.413 2.440 2.467 2.494 2.521 2.544 2.575 2.603 2.630 2.658 2.686 2.714 2.742 2.770 2.798 2.827 2.856 2.A84 2.913 2.942 2.972 3.001 3.030 3.060 3.090 3.119 3.149 3.179 3.210 3.240 3.271 3.301 0.604 0.612 0.619 0.627 0.634 0.642 0.649 0.657 0.664 o.672 0.680 0.687 0.69s 0.703 0.711 0.7'19 0.727 0.735 0.743 0.751 0.759 0.767 o.775 0.783 0.792 0.800 0.808 0.817 0.825 0.833 o.842 0.850 0.85S 0.868 0.876 0.885 0.894 0.902 0.911 0.920 0.929 0.938 o.947 0.956 0.965 0.974 0.983 0.992 '1.015 1.039 1.062 1.086 1.110 1 .134 1.159 1.184 '1.209 1.234 1.259 1.285 't.311 1.337 1.364 1.390 't.417 1.444 0.228 0.231 0.234 0.236 0.239 0.242 0.245 0.244 0.251 o.253 0.256 0.259 o.262 0.265 0.268 0.271 o.274 0.277 0.280 o.2a3 0.286 0.289 0.292 0.295 0.299 o.302 0.305 0.308 0.311 0.314 0.318 0.321 0.324 0.327 0.331 0.334 0.337 0.340 0.344 0.347 0.350 0.354 0.357 0.361 0.364 0.371 0.374 0.383 0.392 0.401 0.410 0.419 0.428 0.437 0.447 0.456 0.465 0.475 0.485 0.495 0.504 0.514 0.525 0.535 0.545 0.08'l 0.082 0.083 0.084 0.085 0.086 0.087 0.088 0.089 0.090 0.09'1 0.092 0.093 0.094 0.095 0.096 0.097 0.098 0.099 0.100 0.'t02 0.103 0.104 0.105 0.106 0.107 0.108 0.109 0.110 0.112 0.113 0.'114 0.1 15 0.1'16 0.117 0.118 0.120 0.'121 0.122 0.123 0.124 0.125 0.127 0.128 0.129 0.130 0.132 0.'133 0.'136 0.139 0.142 0.145 0.149 0.152 0.155 0.158 0.162 0.165 0.169 0.172 0.175 0.179 0.142 0.186 0.190 0.'193 BMT SCHEDULE ,IO 306 308 310 312 314 3'16 318 320 322 324 326 324 330 332 336 340 342 344 346 348 350 352 354 356 358 360 362 364 366 368 370 372 374 376 378 380 382 384 386 390 392 394 396 398 400 405 410 41s 420 425 430 435 440 445 450 460 465 470 475 480 485 490 0.113 0.115 0.116 0.117 0.119 0.120 0.122 o.'123 o.'t25 0.126 0.127 0.129 0.130 o.132 o.'133 0.135 0.136 0.138 0.139 0.141 o.'142 o.144 0.145 0.147 0.148 0.150 0.152 0.'153 0.155 0.156 0.158 0.159 0.161 0.'163 0.164 0.166 0.168 0.169 0.'171 o.172 o.174 o.176 0.178 o.'179 0.181 0.184 0.186 0.190 0.195 0.199 0.204 0.208 0.213 0.217 0.222 0.227 0.231 0.236 o.241 0.246 0.251 0.256 0.26'l 0.266 0.271 0.022 0.o22 0.023 0.023 0.023 0.023 0.024 o.o24 0.024 0.024 0.025 0.025 0.025 0.026 0.026 0.026 0.026 0.027 0.027 0.o27 0.028 0.028 0.028 0.028 0.o29 0.029 0.029 0.030 0.030 0.030 0.031 0.031 0.031 0.032 0.032 0.032 0.032 0.033 0.033 0.033 0.034 0.034 0.034 0.035 0.035 0.035 0.036 0.036 0.037 0.038 0.039 0.039 0.040 0.04'r o.042 0.043 0.044 0.045 0.046 0.047 0.048 0.049 0.050 0.05'1 0.052 0.053 BMT SCHEDULE 1O Hydraulic Tables For Dry Systems c= '100 o gpm (1.097) 1-1t4" (1.4421 1-1t2" (1.682)(2.157t 2-1t2" (2.635)(3.260)(4.260]. 495 500 505 5't0 515 520 525 530 535 540 545 550 555 550 565 570 575 580 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660 665 670 675 680 685 690 695 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 910 920 930 940- 2.062 2.101 0.778 0.793 0.807 0.822 0.837 0.852 0.867 0.883 0.898 0.914 0.930 0.945 0.961 o.977 0.994 1 .0'10 1.026 1.043 1.060 1.076 1.093 1.1 10 1.128 1.145 1.162 1.180 1.198 '1.215 1.251 1.269 1.288 1.306 1.325 1.343 1.362 1.381 1.400 1.419 1.438 1.458 1.477 1.556 1.596 1.678 0.276 0.281 0.286 0.292 o.297 o.302 0.308 0.313 0.319 0.324 0.330 0.335 0.341 0.347 0.352 0.358 0.364 0.370 0.376 0.382 0.388 0.394 0.400 0.406 0.412 0.418 0.42s 0.431 0.437 0.444 0.450 0.457 0.463 0.470 0.476 0.483 0.490 0.496 0.503 0.510 0.517 0.524 0.538 0.552 0.566 0.581 0.595 0.610 0.625 0.640 0.655 0.671 0.686 0.702 o.718 0.734 0.750 0.767 0.783 0.800 o.817 0.834 0.851 0.869 0.886 0.904 0.075 0.076 0.078 0.079 0.081 0.082 0.084 0.085 0.087 0.088 0.090 0.091 0.093 0.094 0.096 0.097 0.099 0.101 0.102 0.104 0.105 0.107 0.109 0.110 0.112 o.114 0.115 0.117 0.119 0.121 o.122 0.124 o.126 0.124 0.129 0.131 0.133 0.135 0.137 0.'139 0.140 0.142 0.146 0.150 0.'t54 0.158 0.162 0.'t66 0.170 0.174 0.178 o.182 0.186 0.191 0.195 0.199 0.204 0.208 0.213 o.217 0.222 0.227 0.231 0.236 0.241 0.246 6Hydraulic Tables BMT SCHEDULE 1O 08/08 BMT SCHEDULE IO Hydraulic Tables For Wet Systems C= 120 o gpm (1.0e7) 1-1t4" 11.4421 1-1t2" (1.682)(2.1571 2-1t2' (2.63s)(3.260)(4.2601 495 500 505 510 515 s20 525 530 540 545 s50 555 560 565 570 575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660 665 670 675 680 68s 690 695 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 910 920 930 940 -1.472 1.499 0.197 0.201 0.204 0.208 0.212 0.216 0.220 0.223 0.227 0.231 0.235 0.239 0.243 0.247 0.252 0.256 0.260 0.264 0.268 0.272 0.277 0.241 0.285 0.290 0.294 0.299 0.303 0.308 0.312 0.317 0.321 0.326 0.331 0.335 0.340 0.345 0.350 0.354 0.359 0.364 0.369 0.37 4 0.384 0.394 0.404 0.414 0.425 0.435 0.446 0.457 0.468 0.479 0.490 0.501 0.512 0.524 0.535 0.s47 0.559 0.571 0.583 0.595 0.607 0.620 0.632 0.645 0.054 0.055 0.056 0.057 0.058 0.059 0.060 0.061 0.062 0.063 0.064 0.065 0.066 0.067 0.068 0.069 0.071 0.072 0.073 0.074 0.075 0.076 0.078 0.079 0.080 0.081 0.082 0.084 0.085 0.086 0.087 0.089 0.090 0.091 0.092 0.094 0.095 0.096 0.098 0.099 0.100 0.102 0.104 0.107 0.110 0.113 0.1 15 0.'t18 0.121 0.124 0.127 0.130 0.133 0.'136 0.139 o.'142 0.145 0.149 o.'152 0.155 0.158 o.162 0.165 0.168 0.172 0.175 0.555 0.566 0_576 0.587 0.597 0.608 0.6.19 0.630 0.641 0.652 0.663 0.675 0.686 0.698 0.70s o.721 0.733 0.744 0.756 0.768 0.780 0.793 0.805 0.817 0.830 o.842 0.855 0.867 0.880 0.893 0.906 0.919 0.932 0.945 0.972 0.986 0.999 1.013 1.026 1.040 1.054 1.082 1.110 1.139 I .'168 1.198 Hydraulic Tables For Dry Systems C= 100 o gpm (1.0e7) 1-1t4" (1.442]. 't -1t2" (1.682)(2.1s7]. 2-',|2" (2.635)(3.260)(4.260) 950 960 970 980 990 1000 1020 1040 1060 1080 1100 1120 1140 '1160 I l80 1200 1220 1240 1260 12AO 1300 1320 1340 '1360 1380 1400 1420 1440 1460 1480 '1500 1s20 1540 1560 1580 1600 1620 1640 1660 1680 1700 '1720 1740 1760 1780 1800 1820 1840 1860 1880 1900 1920 't940 1960 1980 2000 0.922 0.940 0.958 0.976 0.995 1.013 0.250 0.255 0.260 0.265 0.270 o.275 0.286 0.296 0.307 0.318 0.328 0.340 0.351 0.362 o.374 0.386 0.398 o.410 0.422 0.435 o.447 0.460 0.473 0.486 0.500 0.513 0.527 0.541 0.555 0.569 0.583 0.597 0.612 0.627 0.642 0.657 0.672 0.688 0.703 0.7',19 0.735 0.75'l 0.767 0.784 0.800 0.817 0.834 0.85'1 0.868 0.885 0.903 0.920 0.938 0.956 0.974 0.993 BMT SCHEDULE 1O Hydraulic Tables For Wet Systems o gpm (1.097) 1-1t4" 11.4421 1-112" (1.682)(2.1571. 2-1t2" (2.635)(3.260)(4.260) 950 960 970 980 990 1000 1020 1040 1060 '1080 1100 1120 1140 1160 1180 1200 1220 1240 1260 1280 1300 1320 1340 1360 1380 1400 1420 1440 1460 1480 1500 1520 1540 1560 1580 1600 1620 1640 1660 1680 1700 1720 17 40 1760 1740 1800 1820 1840 1860 1880 1900 1920 '1940 1960 1980 2000 0.658 0.671 0.684 0.697 0.710 0.723 7Hydraulic Tables BMT SCHEDULE 1O 08/08 BI!1T SCHEDULE ,IO C= 120 0.179 0.182 0.186 0,189 0.193 0.197 0.204 0.211 0.219 o.227 0.234 0.242 0.250 0.259 0.275 0.284 0.293 0.301 0.310 0.319 0.328 0.338 0.347 0.357 0.366 0.376 0.386 0.396 0.406 0.416 0.426 0.437 0.447 0.458 0.469 0.480 0.491 0.502 0.513 0.525 0.536 0.548 0.571 0.583 0.595 0.607 0.619 0.632 0.644 0.657 0.670 0.682 0.695 0.708 FM Approved and UL Listed Sprinkler Pipe Schedule 40 Pi 1 1 114 1 112 21t2 J 4 1.315 1.660 1.900 2.375 2.875 3.500 4.500 1.049 1.380 1 .6'10 2.067 2.468 3.068 4.026 1.68 2.27 2.72 3.66 5.80 7.58 10.80 70 44 30 30 19 19 Any questions or comments should be addressed to Bull Moose Tube Technical Support Department at 888-227- 5430, or via e-mail at techsu poort@bullmoosetube.com. Please request our cutsheet for more information on Schedule 40. Friction loss calculations are based on the Hazen-Williams formula p=(4.s2xel 85 )/(cl 85x da87 ), where E}ULL Mc,c,SE TTJEIE COMPANY A@"orprny 1819 Clarkson Road Chesterfield, [,4O 63017 (800)325-4467 FAX: (636) 537-264s www.bullnloosetube.col'11 e-mail: sales@bsllroesglubs.esu For addilional information, contact your salesperson today at (800) 3254467 or (636) 537-2600 in the USA, or from Canada call (800) 8B2-4666 @c ,A*4I usTE! FM P is the frictional resistance in pounds pressure per square inch per foot of pipe, Q is the gallons per minute flowing, d is the inside diameter of pipe in inches, and C is the friction loss coefficient. C=100 (for dry systems), C= 120 (for wet systems). l.D.'s used for the calculations are given in parenthesis. Hydraulic Tables For Dry Systems C= 100 a gpm 1" (1.049) 1-1t4" (1.380) 1-112" (1.610) 2' (2.067t 2-1t2" (2.468)(3.068)(4.026) 0.004 0.005 0.007 0.009 0.01'1 0.013 0.016 0.019 0.022 0.025 0.028 0.032 0.036 0.039 o.o44 0.048 0.052 0.057 0.062 0.067 o.072 0.078 0.084 0.089 0.095 0.102 0.108 o.114 o.121 o.'t2B 0.135 o.142 0.150 0.157 0.165 0.173 0.'181 0.189 0.198 0.206 o.215 o.224 0.233 0.242 o.252 o.261 o.271 0.281 0.291 0.301 o.312 0_322 o.344 0.355 0.366 0.002 0.002 0.003 0.004 0.005 0.006 0.007 0.009 0.010 0.012 0.013 0.015 0.017 0.019 0.021 0.023 0.025 0.027 0.029 0.032 0.034 0.037 0.039 0.042 0.045 0.048 0.051 0.054 0.057 0.060 0.064 0.067 0.07'l 0.074 0.078 0_082 0.085 0.089 0.093 0.097 0.101 0.106 0.110 0.114 0.119 0.123 o.128 0.133 o.137 0.142 0.147 0.152 0.157 0.162 0.167 0.173 0.001 0.002 0.002 0.002 0.003 0.003 0.003 0.004 0.004 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 0-010 0.011 0.o'12 o.012 0.0'13 0.014 0.015 0.016 0.o17 0.018 0.019 0.020 0.021 0.022 0.023 o.o24 0.025 0.026 0.028 0.029 0.030 0.031 0.033 0.034 0.035 0.037 0.038 0.039 0.041 o.o42 o.044 0.045 o.047 0.048 0.050 0.051 0.001 0.002 0.oo2 0_oo2 0.002 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.005 0.005 0.005 0.006 0.006 0.006 0.007 0.007 0.008 0.008 0.008 0.009 0.009 0.010 0.010 0.011 0.01 1 0.012 0.012 0.013 0.013 0.014 0.014 0.015 0.015 0.016 0.0't7 0.017 0.018 0.018 0.019 0.020 0.020 0.021 0.022 0_001 0.002 0.002 o.002 0.002 0.002 o.002 0.002 0.002 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0_001 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Hydraulic Tables For Wet Systems C= 120 a gpm (1.04s) 1-'t t4" (1.380) 1-1t2" (1.610)(2.067't 2-1t2" (2.468)(3.068)(4.0261 5 6 7 I 10 1',1 12 13 't4 15 16 17 18 19 20 2',1 22 23 24 25 26 27 2a 29 30 31 32 34 35 36 38 39 40 41 42 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 0.010 0.014 0.019 o.o24 0.030 0.036 0.043 0.05'1 0.059 0.067 0.076 0.086 0.096 0.107 0.1 18 0.130 o.142 0.155 0.169 0.182 0.197 o.211 o.227 0.243 0.259 0.276 0.293 0.310 0.329 0.347 0.366 0.3.86 0.406 o.427 o.448 0.469 0.491 0.513 0.536 0.560 0.583 0.608 0.632 0.657 0.683 0.709 0.735 o.762 0.790 0.417 0.846 0.874 0.903 0.933 0.963 0.993 0.003 0.004 0.005 0.006 0.008 0.009 0.01 ,1 0.013 0.015 0.018 0.020 0.023 0.025 0.028 0.031 0.034 0.037 0.041 0.044 0.048 0.052 0.056 0.060 0.064 0.068 o.072 0.077 0.082 0.086 0.091 0.096 o.102 0.107 0.112 0.'l 18 0.'t23 0.129 0.135 0.141 0.147 0.153 0.160 0.166 o.173 0.180 0.186 0.193 0.200 0.208 0.215 o.222 0.230 0.238 0.245 0.253 0.261 0.001 0.002 0.002 0.003 0.004 0.004 0.005 0.006 0.007 0.008 0.009 0.011 o.o12 0.013 0.015 0.016 0.018 0.019 0.021 0.023 o.024 0.026 0.028 0.030 0.032 0.034 0.036 0.039 0.o4'l 0.043 0.045 0.048 0.050 0.053 0.056 0.058 0.061 0.064 0.067 0.069 0.072 0.075 0.078 0.082 0.085 0.088 0.091 0.095 0.098 0.101 0.105 0.109 0.112 0.1 '16 0.120 0.123 0.001 0.002 0.002 0.002 0.o02 0.003 0.003 0.004 0.004 0.004 0.005 0_005 0.006 0_006 0.007 0.007 0.008 0.008 0.009 0.010 0.010 0.01'1 0.011 0.012 0.013 0.013 0.014 0.015 0.016 0.016 0.017 0.018 0.019 0.020 0.021 0.021 0.022 o.023 o.o24 0.025 0.026 o.o27 o.o2a 0.029 0.030 0.031 0.032 0.033 0.034 0.035 0.037 0.001 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.007 0.007 0.007 0.008 0.008 0.008 0.009 0.009 0.009 0.010 0.010 0.011 0.011 0.01 1 o.012 0.o12 0.013 0.013 o.014 0.014 0.014 0.015 0.015 0.001 0.002 0.002 0.002 0.002 o.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.005 0.005 2Hydraulic Tables BMT SCHEDULE 40 5 6 7 I 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 34 35 36 39 40 41 42 43 44 45 46 47 4a 49 50 51 52 53 54 55' 56 57 58 59 60 0.014 0.020 0.026 0.033 0_o42 0_05'l 0.060 o.o71 0.082 0.094 0.107 0.121 0.135 0.150 0.166 o.182 0.200 0.217 0.236 0.255 o.276 0.296 0.3'18 0.340 U.Jt)J 0.386 0.410 0.435 0.460 0.487 0.513 0.541 0.569 0.598 0.627 0.657 0.688 0.719 0.751 0.784 0.8'17 0.851 0.886 0.921 0.957 0.993 1.030 1.068 '1 .106 1.145 1.185 1.266 1.307 1.349 1 392 BMT SCHEDULE 40 BMT SCHEDULE 40 O8/OB BMT SCHEDULE 40 Hydraulic Tables For Dry Systems C= 100 o gpm (1.04e) 1-,114" 0.380) 1-1t2" (1.610)(2.067) 2-112" (2.468) 3" (3.068)(4.026) 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 7A 79 80 81 a2 83 84 85 86 87 88 89 90 9'l 92 93 94 95 96 97 98 99 100 101 '103 105 107 109 111 '113 11s 117 119 12,1 123 125 't27 't29 131 1.435 1.479 I .523 1.568 1.614 '1.660 1.707 1.754 1.802 1.851 1.900 2.000 2.O51 2.103 2.'t55 2_208 2.261 2.370 2_425 2.480 , aoa 2.651 2.709 2.767 2.827 2.886 2.947 3.007 3.069 3.131 3.193 3.256 3.320 3.384 3.449 3.515 3-O4I 3.919 4.058 4.200 4.343 4.489 4.637 4.747 4.940 5.095 5.41',| 5.572 5.735 5.901 0.377 0.389 0.401 o.4'12 0.424 o.437 o.449 o.461 o.474 o.487 0.500 0.5'13 0.526 0.540 0.553 0.567 0.581 0.595 0.609 0.623 0.638 0.652 0.667 0.682 0.697 0.712 0.728 0.743 0.759 o.775 0.79't 0.807 0.823 0.840 0.856 0.873 0.890 0.907 0.924 o.942 0.959 0.995 1.031 1.067 1.105 1.142 1.181 1.220 1.259 1.340 1.381 1 .423 1.465 1.508 1 .552 0.178 0.184 0.189 0.195 0.200 0.206 0.212 0.218 0.224 0.230 0.236 0.242 0.248 0.255 0.261 0.268 0.274 o.281 0.287 0.294 0.301 0.308 0.3'15 0.322 0.329 0.336 0.344 0.351 0.358 u.Jbtl 0.373 0.381 0.389 0.396 0.404 0.412 0.420 o.428 0.436 0.445 0.453 0.470 0.487 0.504 0.521 0.539 0.557 0.576 0.594 0.613 0.632 0.652 0.672 0.692 0.712 0.733 0.053 0.054 0.056 0.058 0.059 0,061 0.063 0.065 0.066 0.068 0.070 0.072 0.074 0.075 o.077 0.079 0.081 0.083 0.085 0.087 0.089 0.091 0.093 0.095 0.097 0.100 0.102 0.104 0.106 0.108 0.111 0.113 0.115 0.117 0.120 0.122 0j24 0.127 0.129 o.'132 0.134 0.139 0.144 0.149 0.154 0.160 0.165 0.170 o.176 0.182 0.187 0.193 0,199 0.205 0.211 0.217 0.008 0.008 0.008 0.008 0.009 0.009 0.009 0.009 0.010 0.010 0.010 0.010 0.011 0.01 1 0.011 0.o12 0.012 0.012 0.012 0.013 0.013 0.013 0.014 0.014 0.014 0.015 0.015 0.015 0.016 0.0'16 0.016 0.016 0.0'17 0.017 0.017 0.0'18 0.018 0.019 0.019 0.019 0.020 0.020 0.021 0.022 0.023 0.023 0.o24 o.o25 0.026 0.o27 0.027 0.028 0.o29 0.030 0.031 0.032 0.002 0.002 0.002 0.002 0.002 0.002 0.oo2 0_003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0,004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.006 0,007 0,007 0.007 0.007 0.008 0.008 0.008 0.008 0.008 BMT SCHEDULE 40 Hydraulic Tables For Wet Systems C= 120 a gpm 1' (r.04e) 1-1t4" (1.380) 1-1t2' (1.6r0) 2" (2.067) 2-1t2" (2.468) 3' (3.068) 4" (4.026) 61 62 63 64 65 66 67 68 69 70 71 72 74 75 76 77 79 80 81 82 83 84 85 86 87 88 89 90 91 93 94 95 96 97 98 99 100 101 '103 105 107 109 1',t1 113 115 117 119 121 123 125 127 't29 131 0.269 0.278 0.286 0.294 0.303 o.312 o.320 0.329 0.338 0.347 0.357 0.366 0.375 0.385 0.395 0.405 o.414 o.424 0.435 o.445 0.455 0.466 o.476 o.487 0.498 0.508 0.5 19 0.531 0.542 0.553 0.565 0.576 O.5BB 0.611 0.623 0.635 0.647 0.660 0.672 0.685 0.710 0.736 0.762 0.788 0.815 0.843 0.870 0.899 o.927 0.956 0.986 1.016 '1.046 1.077 1 .108 0.127 0.131 0.135 0.139 0.143 o.147 0.'151 0.'155 0.160 0.164 0.168 o.173 o.177 0.142 0.186 0.1 9'1 0.196 0.200 0.205 0.2'10 0.220 0.225 0.230 0.235 0.240 0.245 0.250 0.256 o.261 0.266 0.272 0.277 0.283 0.289 0.294 0.300 0.306 0.311 0.317 0.323 0.335 0.347 0.360 0.372 0.385 0.398 0.411 0.424 0.438 0.451 0.465 0.479 0.494 0.508 0.523 0.038 0.039 0.040 0.041 0.042 o.o44 0.045 0.046 0.047 0.049 0,050 0.051 o.052 0.054 0.055 0.057 0.058 0.059 0.061 0.062 0.064 0.065 0.067 0_068 0.070 0.071 0.073 o.074 0.076 o.077 0.079 0.08't 0.082 0.084 0.085 0.087 0.089 0.091 0.092 0.094 0.096 0.099 0.103 0.106 0.110 0.114 0.1 18 0j22 0.126 0.130 0.134 0.138 oj42 0.146 0.150 0.006 0.006 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.008 0.008 0.008 0.008 0.008 0.009 0.009 0.009 0.009 0.010 0.010 0.010 0.010 0.010 0.0'11 0.011 0.011 0.011 0.o12 0.012 0.012 0.012 0.012 0.013 0.013 0.013 0.013 0.014 0.014 0.015 0.015 0.016 0.016 0.017 0.017 0.018 0.018 0.019 0.020 0.020 0.021 0.021 0.022 0.023 3Hydraulic Tables BMT SCHEDULE 40 O8/OB 0.022 0.023 0.024 o.o24 0.025 0.026 o.026 o.o27 0.028 0.029 0.029 0.030 0.031 0_032 0.033 0,033 0.034 0.035 0.036 0.037 0.038 0.038 0.039 0.040 0.041 0.042 0.043 0.044 0.04s 0.046 0.047 0.048 0.049 0.050 0.050 0.051 0.052 0.053 0.054 0.056 0.057 0.059 0.061 0.063 0.065 0.067 0.070 0.072 0.074 o.o77 0.079 0.081 0.084 0.086 0.089 0.091 1.O24 1.055 1.087 1.119 1.152 1.185 1.218 1.252 1.286 1.356 1.392 1.428 1.464 1.501 1.538 1.576 1.614 1.652 1.691 '1.731 '1.770 '1 .810 1.85'1 '1.892 1.933 1.975 2.017 2.060 2.103 2.146 2.190 2.234 2.279 2.324 2.370 2.415 2.462 2.508 2.556 2.603 2.699 2.797 2.896 2.997 3.100 3.204 3.310 3.4'17 J.CZO 3.636 3.74B 3.862 3.977 4.093 4.211 0.0'16 0.016 0.017 0.017 0.018 0.018 0.019 0.019 0.020 0.020 o.o21 0.022 0.022 0.023 0.023 0.024 0.024 0.025 0.026 0.026 0.027 0.027 0.028 0.029 0.029 0.030 0.031 0.031 0.032 0.033 0.033 0.034 0.035 0.035 0.036 0.037 0.037 0.038 0.039 0.040 0,040 o.042 0.043 0.045 0.046 0.048 0.050 0.051 0.053 0.055 0.056 0.058 0.060 0.062 0.063 0.065 0.001 0.002 0.002 0.002 0.002 o.oo2 0.002 0.002 0.002 0.002 o.oo2 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0_003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0,004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 BMT SCHEDULE 40 Hydraulic Tables For Dry Systems C= 100 a gpm (1.04e) 1 1-114" (1.380) 1-112" (1.610) 2" (2.067) 2-1t2" (2.468)(3.068)(4.026\ '133 135 137 139 143 145 147 149 151 153 155 157 159 161 163 165 167 '169 17'.| 173 175 177 179 181 183 185 189 191 193 195 197 199 201 203 205 207 209 2't1 213 2',15 217 2't9 221 223 225 227 229 231 235 237 239 24',1 243 6.069 6.238 6.411 6.585 6.761 6.940 7 -120 7.488 7.675 7.864 8.055 8.249 8.444 8.642 8.841 9.043 9.247 9.453 9.661 9.871 10.083 1.596 1.641 1.686 1 .732 1.778 1.425 1 .921 1.969 2.O19 2.068 2.119 2.169 2.221 2.273 2.325 2.378 2.432 2.486 2.541 2.596 2.652 0.229 0.236 o.242 0.249 0.255 0.262 0.269 o.275 o.282 0,289 0.296 0.303 0.310 0.318 0.325 o.332 0.340 0.348 0.355 0.363 0.371 0.387 0.395 0.403 o.411 0.419 0.427 0_436 o.444 0.453 o.462 0.470 o.479 0.488 0.497 0.506 0.515 o.524 0.533 0.543 0.552 0.561 o.571 0.580 0.590 0.600 0.610 0.620 0.630 0.640 0.650 0.660 0.670 0.680 0.094 0.097 0.099 o.102 0.105 0.108 0.'110 0.'t 13 0.116 0.1 19 o.122 o.125 0.128 0.1 31 0.134 0.137 0.140 0.143 0.147 0.150 0.153 0.156 0_ 160 0.'163 0.166 0.170 0.173 o.177 0.180 0.1a4 0.187 0.1 91 0. 195 0.198 0.202 0.206 0.209 o.213 0.217 0.221 o.225 0.229 0.233 0.237 0.241 0.245 0.249 o.253 0.257 o.261 0.265 0.270 0.274 0.278 0.283 0.287 0.033 0.034 0.034 0.035 0.036 0.037 0.038 0.039 0.040 0.041 0.042 0.043 0.044 0.045 0.046 0.048 0.049 0.050 0.051 0.0s2 0.053 0.054 0.055 0.056 0.058 0.059 0.060 0.061 0.062 0.064 0.065 0.066 0.067 0.069 0.070 0.071 0.073 0.074 0.075 0.077 0.078 0.079 0.08'1 0.082 0.083 0.085 0.086 0.088 0.089 0.091 0.092 0.093 0.095 0.096 0.098 0.099 0.009 0.009 0.009 0.009 0.010 0.010 0.010 0.010 0.011 0.011 0_0'r 1 0.012 o.012 0.012 0.012 0.013 0.013 0.0'13 0.014 0.o14 0.014 0.014 0.015 0.015 0.015 0.016 0.016 0.016 0.017 0.017 0.o17 0.018 0.0'18 0.018 0.0'19 0.019 0.019 0.020 0.020 0.020 o.o21 0.o21 0.o21 0.022 o.o22 0.023 o.o23 0.023 0.o24 0.024 0.o24 0.025 0.025 0.026 0.026 0.026 BMT SCHEDULE 40 Hydraulic Tables ForWet Systems c= 120 a gpm 1" (1.04s) 1-1t4" (1.380) 1-1t2" (1.610)(2.067') 2-112" (2.468) 3" (3.068)(4.026\ 133 135 137 139 't41 143 't45 147 149 15'l 153 155 't57 159 161 163 't 65 'l67 169 171 173 175 't77 179 181 183 185 187 189 191 193 195 197 199 201 203 205 207 209 211 2',13 215 217 2',19 221 223 225 227 229 231 235 237 239 24'.1 243 4.331 4.452 4.575 4.700 4.825 4.953 5.082 5.212 5.344 5.478 5.612 5.749 5.887 6.026 6.3'10 6.454 6.599 6.746 6.895 7 .O45 7 .196 1.139 1.171 1.203 t -236 1.269 1.303 1.337 1.371 1.406 1.441 1.476 t-atz 1 .548 1.585 1.622 1.660 1.697 1.736 1.774 1.813 1.853 1.893 0.538 0.553 0.568 0.583 0.599 0.615 0.631 0.647 0.663 0.680 0.697 0.7'14 0.731 0.748 0.766 0.783 0.801 0.819 0.838 0.856 0.875 0.893 o.912 0.932 0.951 0.970 0.990 '1.010 '1.030 1 .050 1.071 1.091 1.1'12 1.133 1.154 1.176 1.'197 '1.219 1.241 t -zo5 1.245 1.307 1.330 1.353 1.376 '1.399 1.422 1.446 1.469 1.493 1.517 1.541 1.566 1.590 1.615 1.640 0,159 0.164 0.168 0.173 0.177 0.182 o.187 0.192 0_196 0.201 0.206 0.211 0.216 0.222 0.227 0.232 0.237 0.243 0.248 0.254 o.259 0.265 o.270 0.276 0.282 0_287 0.293 0.299 0.305 0.311 0.317 0.323 0.329 0.336 0.342 0.348 0.355 0,361 0.367 0.374 0.381 0.387 0.394 0.401 o.407 o.414 o.421 0.428 0.435 o.442 0.449 0.456 0.464 0.471 0.478 0.486 0.067 0.069 0.071 0.073 0,075 o.o77 0.079 0.08'l 0.083 0.085 0.087 0,089 0.091 0.093 0.096 0.098 0.100 0_102 0.105 o.107 0.109 0.112 o.114 0.116 0.1 19 o.'l.21 o.124 0.126 0.129 0.13'l 0.134 0.136 0.139 0.142 0.144 0.147 0.150 0.'152 0.155 0.158 0.160 0. 163 0.166 0.169 o.172 0.175 0.178 0,181 0.183 0.186 0.189 0.192 0.'196 0.199 0.202 0.205 0.o23 0.024 0.025 0_025 0,026 o.027 0.027 0.028 0.029 0.029 0.030 0.031 0.032 0.032 0.033 0.034 0.035 0.035 0.036 0.037 0.038 0.039 0.039 0.040 0.041 0.o42 0.043 0.044 0.045 0_045 0.046 0.047 0.048 0.049 0.050 0.051 0.052 0.053 0.054 0.055 0.056 0.057 0.058 0.059 0.060 0.061 0.062 0.063 0.064 0.065 0.066 0.067 0.068 0.069 0.070 0.071 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.008 0.008 0.008 0.008 0.008 0.009 0.009 0.009 0.009 0.009 0.010 0.010 0.010 0.010 0.011 0.011 0.011 0.011 0.011 0.0'12 0.012 o.012 o.012 0.013 0.013 0.013 0.013 0.014 0.014 0.014 0.0 14 0.0'15 0.015 0.015 0.015 0.016 0.0'16 0.016 0.016 0.017 o.o17 0.017 0.017 0.0'lB 0.018 0.0'18 0.019 0.019 4Hydraulic Tables BMT SCHEDULE 40 OB/OB 0.753 0.774 0.796 0.817 0.839 0.862 O.B84 0.907 0.930 0.953 0.976 1.000 1.O24 '1.o48 1.O73 1.098 1 .123 1.148 1.174 1 .199 1.225 1.252 1.278 1.305 '1.360 1.387 't.415 1.443 1.472 1.500 1.529 1.558 ,1 .5BB 1.617 1 .647 1.708 '1.738 1.769 '1.801 '1.832 1.864 1.895 1.928 '1.960 ,t oo't 2.026 2.059 2.092 2.126 2.160 2.194 2.263 2.298 BMT SCHEDULE 40 Hydraulic Tables For Dry Systems C= 100 a gpm (1.049) 1-114 (1.380) 1-112" (r.610)(2.0671 2-112" (2.468)(3.068)(4.026\t 245 247 249 250 255 260 265 270 280 285 2SO 295 300 305 3't0 315 320 325 330 335 340 345 3s0 3s5 360 365 370 375 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 455 460 465 470 475 480 485 490 495 500 505 510 2.333 2.368 2.404 2.422 0.691 0.701 o.712 0.717 0.744 o_771 0,799 o.827 0.855 0.884 0.914 0.944 o_974 1.005 1.036 1,068 '1 .100 1 .132 1 .165 1 .'199 1 .232 1 .301 1 .336 1 .372 1.408 1.444 1.481 1.518 1.556 1.594 1.633 1 .711 1.751 1.791 1.832 1_873 1.914 '1.956 2.041 2.O44 2.128 2.171 2.216 2.261 2.306 2.351 2.397 2.444 2.491 2.538 0.291 0.296 0.300 0.302 0.314 0.325 0.337 0.349 0.361 0.373 0.385 0.398 o.411 0.424 0.437 0.450 0.464 0.477 0.491 0.505 0.520 0.534 0.549 0.564 0.579 0.594 0.609 0.625 0.640 0.656 0.672 0.688 0.705 0.721 0.738 0.755 0.772 0.790 0.807 0.825 0.843 0.861 0.879 0_897 0.916 0.934 0.953 0.972 0.992 1 .011 1.030 1.050 1.070 1.090 1 .'t 10 1 .131 0.027 0.027 0.028 o.028 0.029 0.030 0.031 0.032 0.033 0.034 0,036 0.037 0.038 0.039 0.040 0.o42 0.043 0.044 0.045 0.047 0.048 0.049 0.051 0.052 0.053 0.055 0.056 0.058 0.059 0.061 0.062 0.064 0.065 0.067 0.068 0.070 0.071 0.073 0.074 0.076 0.078 0.079 0.081 0.083 0.084 0.086 0.088 0.090 0.091 0.093 0.095 0.097 0.099 0.101 0.102 0.104 BMT SCHEDULE 40 Hydraulic Tables For Wet Systems C= 120 o gpm (1.04e) 1 1-114" (1.380) 1-1t2" (1.610)12.067) 2-1t2" (2.468)(3.068)(4.026) 245 247 249 250 255 260 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 455 460 465 470 475 480 485 490 49s 500 505 510 1 .665 1.690 1.7't5 1.728 0.493 0.501 0.508 o.512 0.531 0.550 0.570 0.590 0.6'11 0.631 0.652 o.674 0.695 o.717 0.739 o.762 0.785 0.808 0.832 0.855 0.880 0.904 0.929 0.954 0.979 1.005 'l.031 1.057 '1.084 1 .111 1.138 1.165 1.193 1 .221 1 .250 1.274 1.307 1.336 1.366 1.396 1 A26 1 .457 1 .487 1.518 1.550 1.581 1 .613 1.646 1.678 1.711 1.744 1.777 1.81 1 1.845 0.208 0.211 0.214 o.216 0.224 0.232 0.240 0.249 0.257 0.266 0.275 o.244 0.302 0.312 o.321 0.331 0.341 0.351 0_36'1 0.371 0.381 o.392 o.402 0.413 0.424 0.435 0.446 0.457 0.468 0.480 0.491 0.503 0.515 0.527 0.539 0.551 0.564 0.576 0.589 0.601 0.614 0.627 0.640 0.654 0.667 0.680 0.694 0.708 0.721 0.735 0.750 o.764 0.778 0.793 0.807 0.072 0.073 0.074 0.075 0.078 0.080 0.083 0.086 0.089 0.092 0.095 0.098 0.102 0.105 0.108 0.111 0.1 15 0.1'lB 0.122 0.125 0129 0.132 0.136 0.139 0.143 0.147 0.'151 0.154 0.158 0.162 0.166 0.170 0.174 0.178 0.183 0.187 0.191 0.195 0.200 0.204 0.208 0.213 0.217 0.222 0.226 0.231 0.236 0.240 0.245 0.250 0.255 0.260 0.265 0.270 0.275 0.280 0_019 0.019 0.020 0.020 0.021 0.021 0.022 0.023 0.024 0.025 o.o25 0.026 0.027 0.028 0.029 0_030 0.031 0.031 0.032 0.033 0.034 0.035 0.036 0.037 0.038 0.039 0.040 0.04'1 0.o42 0.043 0.044 0_045 0.046 0.048 0.049 0.050 0.051 0.052 0.053 0.054 0.055 0.057 0.058 0.059 0.060 0.062 0.063 0.064 0.065 0.067 0.068 0.069 0.070 0.072 0.073 0.074 5Hydraulic Tables BMT SCHEDULE 40 O8/OB 0.101 0.102 0.104 0.105 0.109 0.113 o.1'17 0.121 0.'t25 0.129 0.134 0.13B 0.142 0.147 0.1 51 0.156 0.161 0.165 0.'170 0.175 0.180 0.185 0.190 0.195 0.200 0.206 o.21'l o.216 o.222 o.227 0.233 0.239 0.244 0.250 0.256 0.262 0.268 0.274 0.280 0.286 o.292 0.298 0.305 0.311 0.317 0.324 0.330 0.337 o.344 0.350 0.357 0.364 0.371 0.378 0,385 0.392 9pm o (3.068) 515 520 525 530 535 540 54s 550 555 560 565 570 57s 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660 665 670 675 680 685 690 695 700 705 710 715 720 730 740 745 750 755 760 765 770 775 780 785 790 1.193 1.214 1 .236 I .257 1.279 1.300 1.322 1_345 1.367 1.389 1 .412 1.435 1.458 1 .481 1.504 1,528 1.551 1.575 1.599 1 .647 1.696 1.721 1.7 46 1.771 1.797 1.822 '1.848 1.874 1.899 1.926 1.952 '1.978 2.005 2.032 2.059 2.086 2.113 2_140 2.'t68 2.196 2.224 2.252 2.28O 2.304 2.365 2.394 2.423 2.453 2.482 2.511 2.541 1.151 1.172 o.421 0.428 0.436 0.443 0.451 0.458 0.466 0.474 0.481 0.489 0.497 0.505 0.513 0.521 0.529 0.538 0.546 0.554 0.562 0.571 0.579 0.588 0.596 0.605 0.614 0.623 0.631 0.640 0.649 0.658 0.667 0.676 0.686 0.695 0.704 0.713 0.723 0.732 0.742 0.7 51 0.761 0.771 0.780 0.790 0.800 0.810 0.820 0.830 0.840 0.850 0.860 0.870 0.881 0.406 0.413 0.110 0.112 0.114 0.116 0.118 o_120 0.122 0.124 o.'126 0.128 0.130 0.'t32 0. 134 0.137 0.139 0.141 0.'143 0.145 0.148 0.150 0.152 0.'t54 0.157 0.1 59 0.'161 0.163 0.166 0.168 0.'170 0.173 0.175 0.178 0.180 0.183 0.185 0,187 0.190 0.192 0.'195 0.197 0.200 0.203 o.205 0.208 0.210 0.213 0.216 o 21A o 221 o.224 o 226 o.225 o.232 0.234 0.106 0.108 0.822 0.837 0.852 0.867 0.882 0.897 0.913 0.928 0.944 0.960 0.975 o.992 1.008 1.024 1.O40 1.057 1.073 1.090 1.107 1.124 't _141 1.158 1.193 1 .211 1.22A 1.246 1.264 1.282 1.300 't .319 1.337 1.356 1.374 1.393 1.412 '1.431 1.450 1 .469 1.489 1.508 1.528 1 .547 1_567 1.587 1.607 1.647 1.668 1.688 1.709 1.730 1.750 't.771 1.792 1.814 0.300 0.306 0.31'l 0.316 0.322 0.327 0.333 0.338 0.344 0.349 0.355 0.361 0.366 0.372 0.378 0.384 0.390 0.401 0.407 0.413 0.420 0.426 0.432 0.438 0.444 0.451 0.457 0.463 0.470 0.476 0.483 0.489 0.496 0.502 0.509 0.516 0.523 0.525 0.536 0.543 0.550 0.557 0.564 0.571 0.57B 0.585 0.592 0.599 0.607 0.614 0.621 0.628 0.285 0.290 0.076 0.077 0.079 0.080 0.081 0.083 0.084 0.086 0_087 0.089 0.090 0.091 0,093 0.094 0.096 0.097 0.099 0.101 o.'to2 0.104 0.105 0.107 0.108 0.1 10 0.112 0.1 13 0.1 15 o.117 0.118 o _120 o.122 o.123 0.125 0.127 0.129 0.'130 0.132 0.134 0.136 0.137 0.139 0.141 0.143 0.'145 0.146 0.148 0.150 0.152 0.'154 0.156 0.158 0.160 0.1 61 0.163 0.165 0.167 515 520 525 530 535 540 545 550 555 560 565 570 575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660 665 670 675 680 685 690 695 700 705 710 715 720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 Hffiffi ffimffiffiffi 6 B|\IT SCHEDTJLF 40 OB/OB BMT SCHEDULE 40 Tables For C= 100 (1.04e) 1-1t4" (1.380) 1-'12" (1.610) 2" (2.0671 2-112' (2.468\(4.026',1 BMT SCHEDULE 40 Tables For Wet c= 120 Hydraulic Tables BMT SCHEDULE 40 Hydraulic Tables For Dry Systems c= 100 a gpm 1" (1.04e) 1-1t4" (1.380) 1-1t2" (1.610) 2" (2.0671 2-112" (2.468)(3.068)(4.026\ 795 800 805 810 815 820 825 830 835 840 845 850 855 860 865 870 875 880 885 890 895 s00 905 910 915 920 925 930 935 940 945 950 955 960 965 970 975 980 985 990 995 1000 r010 1020 1030 1040 1050 1060 1070 '1080 1090 1100 1110 1120 1'130 't140 2.571 2.601 2.631 2.692 2.723 2.7 53 2.784 2.815 2.847 2.878 2.910 2.941 2.973 3.005 3_038 3.070 3.102 3.135 3. 168 3.201 3.234 3.268 3_301 J.JJC J.JO6 3.402 3.436 3.471 3.505 3.540 3.574 3.609 3.644 3.680 3.715 3.750 3.786 3.858 3.894 3.930 0.89'1 0.901 0.9't2 0_922 0.933 0.943 0.954 0.965 0.976 0.986 0.997 1 .008 1.019 1.030 1.04'l 1.053 '1.064 1.O75 1.086 't.098 1 .'109 1.'121 1.132 1.144 1 .156 t.to/ 1.179 1.19'l 1.203 1_215 1.227 1.239 1 .251 1.263 1 .275 1.287 1.300 1.312 I.JJ/ 1.349 1.362 1.387 't .413 1.438 1 .464 1.491 1.517 '1.544 1.570 1_597 1.625 t.ocz 't_680 1.707 1.736 BMT SCHEDULE 40 Hydraulic Tables For Wet Systems C= 12O o gpm 1" (r.04e) 1-114" (1.380) 1-'U2" (1.6'r 0) 2" (2.067l. 2-1t2" (2.468)(3.068)(4.026) 795 800 805 810 815 420 425 830 835 840 845 850 855 860 865 870 875 880 885 890 895 900 905 910 9'15 920 925 930 935 940 945 950 955 960 965 970 975 980 985 990 995 1000 10t0 1020 1030 1040 1050 1060 Irozo'1080 1090 1100 1110 1120 1't 30 1140 1.856 'L878 1.899 I .921 1.943 I _v05 't.987 2.009 2.O32 2.054 2.077 2.122 2.145 2.168 2.191 2.214 2.238 2.261 2.285 2_308 2.332 z.J5t) 2.380 2.404 2.428 z.4aJ 2.477 2.502 2.526 2.551 2.576 2.601 2.626 2.651 2.677 2.702 2.724 2.779 2.805 0.636 0.643 0.651 0.658 0.666 0.673 0.681 0.689 0.696 0.704 0.712 0.720 0.727 0.735 0.743 0.751 0.759 0.767 0.775 0.784 0.792 0.800 0.808 0.816 0.825 0.833 0.841 0.850 0.858 0.867 0.875 0.884 0.893 0.901 0.910 0.919 0.928 0.936 0.945 0.954 0.963 0.972 0.990 1.008 1.027 1.045 '1.064 1.083 1.102 1.121 1.140 1.179 1.'199 1.219 1.239 0.169 I o.17',| Iorzo o.175 o 177 o 17g 0.181 0.183 0.185 o.187 0,189 0.192 0.'194 0.196 0.198 o.200 0.202 o.204 0.206 0.209 o.211 o.213 o_215 o.217 o.220 o.222 o.224 o.226 o.229 o.231 0,233 0.235 0.238 o.240 o242 o.245 0.247 0.249 0.252 0.254 0.256 0.259 0.264 0.268 0.273 0.278 0.283 0.288 0.293 0.298 0 303 0.309 o.314 o 319 I o.szt 0.330 7 BMT SCHEDULE 40 O8/OB 0.237 0.240 o.243 0.246 0.248 0.251 0.254 0.257 0.260 0.266 0.268 o.271 o.274 0.277 0.280 0.283 0.286 0.289 0.292 0.295 0.298 0.301 0.305 0.308 0.311 0.314 o.317 0.320 0.323 o.327 0.330 0.333 0.336 0.339 0.343 0.346 0.349 0.353 0.356 0.359 0.363 0.369 0.376 0.383 0.390 0.397 0.404 0.411 o.418 0.425 0.432 0.440 0.447 0.455 0.462 Hydraulic Tables BMT SCHEDULE 40 Hydraulic Tables For Dry Systems C= '100 o gpm (1.04e) 1-1t4" (1.380) 1-112' (1.610)12.067\ 2-1t2" (2.468) J (3.068)(4.026) 1150 1160 1170 'I180 1190 1200 12't0 1220 1230 1240 1250 1260 1270 1280 12gO 130O '13'10 1320 1330 1340 1350 1360 1370 1380 1390 1400 1A',t0 1420 't 430 1440 1450 1460 1470 1480 1490 1500 't510 1520 1530 1540 1550 1560 157 0 1580 1590 1500 '1610 1620 1630 '1640 1650 1660 1670 1680 '1690 1700 1.764 1.792 1.821 1.850 1 .879 1.908 1.938 1,968 1.997 2.028 2.058 2.089 2.119 2.150 2.181 2.244 2.276 2_308 2,340 2.405 2.438 2.471 2.505 2.538 z.c I z 2.605 2.640 2.674 2.708 2.7 43 2.778 2.813 2.848 2.884 BMT SCHEDULE 40 Hydraulic Tables For Wet Systems C= 120 o gpm (1.04e) 'l -1t4" (1.380) 1-112' (1-610) 2-112" (2.4681 (3.068) 4' (4.026\ 1150 1160 1170 1180 1't90 1200 1210 't220 '1230 1240 1250 1260 127 o 'l2ao 12SO l3ool 13101 1320 1330 1340 1350 1360 1370 1380 '1390 1400 14'tO 't420 '1430 1440 1450 1460 1470 1480 1490 1500 1510 1520 1530 1540 1550 1560 1570 't 580 1590 1600 1610 't620 '1630 1640 1650 '1660 1670 1680 1690 't700 1259 1.279 1.300 1.320 1.341 1.362 1.383 1.404 1.426 1.447 1.469 1.491 t.c lJ 1.535 1.579 1 .602 1.625 1 .647 1.670 1.693 1.717 1.740 1.764 1.787 1 .811 1.835 1.860 '1.884 1.908 1.933 '1.958 1.942 2.007 2.033 2.058 0.335 0.341 0.346 0.351 0.357 U.JOJ 0.368 o.374 0.380 0.385 0.391 0_397 0.403 0.409 o.414 0.420 0.426 0.432 0.439 o.445 0.45'l 0.457 0.463 o.470 0.476 0.482 0.489 0.495 0.502 0.508 0.515 0.521 0.52a 0.534 0.541 0.548 0.555 0.561 0.568 0.575 0.582 0.589 0.596 0.603 0.610 o.617 0.625 0.632 0.639 0.646 0.654 0.661 0.668 0.676 0.683 0.691 BHydraulic Tables BIVT SCHEDULE 40 OB/OB 0.470 0,477 0.485 0.492 0.500 0.508 0.516 0.524 0,532 0.540 0.548 0.556 0.564 o.572 0.581 0.589 0.598 0.606 0.615 0.623 0.632 0.640 0.649 0.658 0.667 0.676 0.685 0.694 0.703 0.712 0.721 0.730 0.740 0.749 0.758 0.768 0.777 0.787 0.796 0.806 0.816 0.825 0.835 0.845 0.855 0.865 0.875 0.885 0.895 0.905 0.9'16 0.926 0.936 0.947 0.957 0.968 BMT SCHEDULE 40 Hydraulic Tables For Dry Systems C= 100 a gpm (1.04e) 1-114" (1.380)(1.610)12.0671. 2.112" (2.468t (3.068)(4.026]. 1710 1720 Itzso 17 40 1750 1760 1770 1780 1790 1800 18'10 '1820 1830 1840 1850 raoo] 1870 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 '1980 1990 2000 0.978 0.989 1.000 1 .010 1.021 1.O32 1.O43 1.054 1.065 1.076 1 .087 1.098 1.109 '1.120 1.132 1.143 1.154 I loo 1.177 1.189 1 .200 1.212 1.224 I _Z5i) 1.247 '1.259 1 .271 1.295 1.307 BMT SCHEDULE 40 Hydraulic Tables For Wet Systems C= 120 a gpm (1.049) 1-1t4" (1.380) 1-1t2" (1.610)(2.0671 2-112" (2.468)(3.068)(4.026) 1710 1720 1730 17 40 1750 '1760 1770 1780 1790 1800 18'10 1820 t 83o 1840 1850 1860 1870 '1880 1890 1900 1910 1920 1930 1940 1950 't960 1970 1980 1990 3000 0.698 0.706 0.713 0.721 o.729 0,736 o.744 o.752 0.760 0.768 o.776 o.784 0.792 0.800 0.808 0.816 o.824 0.832 0.840 0.848 0.857 0.865 0.873 0.882 0.890 0.899 0.907 0.916 0.924 1.975 IHydraulic Tables BN4T SCHEDULE 40 O8/OB lsAffi#Mys. F@ffi ws#ffi 8002957 8003957 8007957 GST 100 GST2OO GST 10 114x1' 114x2' 114 t1" 210 (//16'OSB) 670 o/a'Ply) 1760 {Fir) 210 (7/16'0S8) 670 (3/4" Ply) rioo iii4 1760 (Fn) 2113 lFn) 2060 {Fir) 2060 (Fi.) 1760 (Fir) 2275 lFn) #14 Elack Nul D ver Parl #8113910 8068925 8009925 8010957 8069925 8013S25 8015925 GST 20 GST2O.SS GSr25-380 GST 30 GST30-SS GST 3 300 850 850 1500 1500 3tg', 9rs' 3/8" 3/8" 3/8', 3i8', 112', 112" 25 25 25 zi 25 25 25 25 125 125 125 1415 1475 o a'; ,' o o o.:; 8006957 114x2' 318 x2-112 114x3' 114 \3' 114 x2' 114,.3' tii 125 125 125 125 125 125 ,'ffih'Dg"aEIG;nia!n . No pre-drilling required. . Reduces inslallalion costs. . lvlanulactured in lhe U.S.A. (f''t'I .Quicklo inslallusing the Sammy Nut Driverwith an 18V cordless drill/d ver . Saves lime from lradilional methods. 6 a o D & Nul Diver Padi8111910 ) Nol less lhan 2'oomlnalwidlh (1-1l2") !p to 3l12' ppe: nothss lhan 3' (2-1l2-) nominal$idlh 4' & 5' pipee l,linimum 2ll2- frcm boltom Io, bran.h lines. Miiimum 3" Lom bol- lomfornainllnes Excep[on' This r€qurernenl shallnolapply t0 2_ or lhick€r naillng slrips reslng on lop oi . No pre'drilling required . Quick lo install using the Sammy Nul Driver with an 18V codle$s drilYdnver .Saves time irom kadi{ional rnethods. . Reduces installallon costs. . llanuiaclured rD lhe IJ-S.A. & NutDriver Pari * 8114910 300 850 3/8' 3t8" 3/8' o @ o o 8019957 8020957 8021957 8073925 8022925 8023925 SWG 2O() SWG 10 SWG 20 swc 20-ss swc 25-380 swc 30 125 125 125 125 125 114 x2' 1/4 x 1' 114x2' 114\2' 318x2-112' 114 \3' 1125 l.nj 622 (Ft) 1725 lFit) 1125 lFit) 2249 \Fil 1884 (Fn) 1050 1500 25 25 25 25 25 #14 Elack Nut Driver Parl # 8113S10 ' May requi,e prc-dnlingt consulr jdsr marutacturcL I 3/8' 8139957 8269957 SH-GST 20 114\2' SH-GST/CST20 5/16x 1-Y4' 1251 lFt) 1903 Dim. Lumber 1406 @ 45'offverlical Dlm. Lumb€r 25 25 25 itr f,,/:i:,. lii !;'. { 125 . Eliminates dislortion oflhreaded rod. .Accommodates upto 3 %" x 12 pitch rooi .Allows 17" defleclion fiom vertical. ' Saves lime irom lradilional methods. . Reduces installalion costs. . I',lanufactured in ihe U.S.A. ::1.1S! Or:rri. ,aii,l6273910 1/2" 8303957 SH'GS,CST2.0 5/16x 1-3/4' ' May requlre Fe{dliogi conslll ioisl nranuiacture. 903 Dim. Lumber 1406 @ 45'oflveiucal Dim. Lumber 1500 850 @45" 125 D D 0 D *€ 1050 1475