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Specifications
4. 14795 S.W. 72N `f _ PORTLAND, 1■vR 24 503 -620 -4 • FAX 503 - 0- .10tS\ 2 �0� � , „ � � ccB � 2i 64174 OD RD CO OF BUILONG DN Fanno C reek Building Su lte 200 DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM DELTA FIRE, INC. August 31, 2007 Michael Stewart 06 -3534 FIRE PROTECTION CONTRACTORS Fanno Creek Building "A" — Suite 100 August 31, 2007 Page 2 of 2 TABLE OF CONTENTS S Pipe & Fittings Allied Black DynaFlow Allied Black DynaThread Allied Black Sch. 10 Galv. CIS Fittings Victaulic Firelock Couplings Fig. #005 Victaulic Couplings Fig. #75 Victaulic Concentric Reducers #50 Hangers Pipe Rings Fig. #2 Tolco EQ Clamp Fig. # 4A Tolco Retainer Strap Fig. #69 Grinnell Top Beam Clamp Fig. # 92 Tolco Swivel Sway Brace Fig. # 910 Red Head Tru -Bolt (Para -bolt) Hilti Drop in Anchor Fig. #HDI Sammy XP Flex head Sprinkler Heads Reliable Model F1/FR `h" 155 Degree Pendent Reliable Model G/FR Quick Response 1/2" 155 Degree Upright Sprinkler Valves Victaulic Butterfly Valve Fig. #705 -W Victaulic Firelock Check Valve Fig. #717 Victaulic Firelock Valve fig #727 Watts Ball Valves Switches & Bells Potter Flow Switch Fig. # VSR -F Potter Electronic Bell with Backing Box FIRE PROTECTION CONTRACTORS a 1 ,, Pipe Steel - i 3 High Stre The original high- strength Ilght sprinkler pipe w . `i ,iraullcs superior to Schedule -10. Dyna -Flow pipe is the "original" high - i fications strength lightwall sprinkler pipe. Dyna- NPS Nominal I.D. W t. 1 0 Filled) Pcs! Wt/Lift (21') WLblft 'K9t) Wt/Lift ft ' ( Kg , Flow has outstanding hydraulic In; mm In; mm Lbs/Ft, Kg/m /Ft; Kg /m Lift Lbs; Kg 1.191 25 capabilities and is recognized as the most popular alternative to Schedule -l0 1" 0.830 1.31 91 1,586 1,812 1,888 ;,. 30.3 1.2 1.95 91 719 822 856 pipe. Lightweight, easy to cut and easy 11/4" 5 ° 1,536 1.059 1.87 61 1,356 1,550 1,61 to handle for installation. Dyna -Flow is a 2 78 61 615 1,550 ,61 valuable addition to any fire protection 32 39.0 1.6 2.71 8 7 61 21 2,440 2,542 2.5 43.9 2.5 733 system. 11/2" 1.728 1.667 4.03 61 968 1107 1153 : 40 ,. Superior Hydraulics 1 2" 2.203 2.104 3.79 37 1,634 1,868 1,946 741 847 883 _ .. 3.1 5.64 37 1 ,923 With an inside diameter of up to 11% 50 56.0 872 larger than Schedule -40 and up to 7% 2' /" 2.703 2.564 5.10 30 1,615 733 1,846 larger than Schedule -10, Dyna -Flow 65 68.7 3.8 7.18 19 1 3 1,544 1,608 10.69 19 613 1,544 ,6 pipe hydraulics are exceptional. Larger 3° 3.314 3.387 7. 0 I.D.s enable Dyna -Flow, and related 80 84.2 5,0 2 729 components, to be down -sized within the 4° 4.310 4.473 10.86 19 1,784 2,039 ,12 system, thus increasing the potential for 90 109.5 6,7 16.16 19 809 925 job cost savings. For complete Hazen - Williams charts, refer to "Dyna - Flow lic Data Tables. Y , 8� Approvals Additional Benefits - Hydraulic Coatings 8� Fab'rcation ;, Spec�fications. ... Dyna -Flow products are coated with Dyna- Flow /Super Flo pipe is manufac- • Lightweight and easy to install, tured to meet ASTM A -795 Type E, resulting in more efficient use of your an environmentally approved and specially formulated modified - acrylic or Grade A and is in compliance with freight and labor dollars. g water -based coating. This durable coating Dyna Flow NFPA-14. U1L sizes of Listed, FM • Provides stability needed to comply is paintable. The black coating acts as Dyna P er Flo are with standard hanger spacing an excellent primer and is resistant to Approved and ULC Listed. (15 ft O.C.) per NFPA. weathering and U.V. degradation from ® • Available in Standard lengths for your outdoor storage. convenience, or can be ordered in Metallurgical properties provide excellent Listed Approved Listed custom lengths upon approval. fabrication characteristics for end prep Dyna -Flow /Super Flo is UL/ULC Listed •Fast cutting and welding, as well as finishes, welding and roll grooving. for use with roll grooved, plain -end easy roll grooving and end preparation. There is no special process or equipment couplings, and welded joints for wet, dry, needed for fabrication and installation. preaction and deluge systems. It is FM • Available in Factory roll grooved form The internal surface of all black Allied Approved for roll grooved, plain -end, and for quicker shop turnaround. Tube & Conduit Fire Sprinkler pipe welded joints for wet systems. Refer to products up to 4.5000" in diameter is appropriate documentation for up -to -date • Clean, durable l mil and coating pr el provides as an coated with our new Antibacterial listing and approval information. Dyna- longer "shelf s rimer" and d acts paint Formula, "ABF ". In scientific laboratory Flow /Super Flo is now available "hot- lent primer test, ABS proved to have superior dip" galvanized and has been specific usesally applications. resistance to microbial colonization of approved by FM for dry systems pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Customer Service: 16100 S. Lathrop • Harvey, IL 60426 882ervic 'NCO/ Fiovv Control (800) dhea 11350 orcom Rd. • Philadelphia, PA 19154 Fax 88- 355 TUBE & colour 2525 N. 27 th Ave. • Phoenix, AZ 85009 S2 - 3 Dynamo Thread° . . Full Line Sch4O Replacement Dyna- Thread' offers the life expectancy of Sch-40 with superior hydraulics and greater value. Dyna - Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch -40 pipe with quality and superior hydraulic advantages. Compares Companion on to Schedule,40: .. foL W.T. Pipes . � • Dyna- Thread's inside diameter is up • With its increased strength and lighter • More wall thickness at the thread to 3.6% larger than Sch-40 giving it weight, Dyna - Thread reduces (CRR =1.00) gives Dyna - Thread superior hydraulics. And, when used installation fatigue and is ideal for better life expectancy than lightwall in combination with Dyna -Flow pipe, retro -fit applications. threadable pipe joints. down sizing often occurs. • lightwall threadable pipe, Corrosion Resistance Ratio (CRR) is a g • Dyna- Thread is fully listed and UL (Underwriters Laboratory) term for Dyna - Thread has no thread gauge approved by UL, ULC, and FM for the estimated life expectancy of a pipe warning. fire sprinkler applications. joint. This is based on the calculated Dyna- Thread is approved for • • The life expectancy of Dyna - Thread wall thickness at the base of the first standard hanger spacing (15 ft. exposed thread, assumed to be the O.C.), can be used as earthquake and Sch-40 are equal based on the weakest point of the pipe length. Dyna- calculated wall thicknesses per UL. sway bracing, and is safe to use as Thread and Sch -40 have the same drops. • The consistent quality of steel used to calculated wall thicknesses at this point make Dyna - Thread facilitates smooth and are both assigned the same CRR of • Dyna- Thread is safer to weld on. threading and lower maintenance 1.00. Dyna- Thread is more widely • costs. accepted than lightwall threadable • The exterior of Dyna - Thread is The internal surface of all black Allied where Sch-40 is specified. protected by a clean, durable mill Tube & Conduit Fire Sprinkler pipe coating for extended shelf life and products up to 4.5000" in diameter is easy paint application. coated with our new Antibacterial pp Formula, "ABF ". In scientific laboratory test, ABS proved to have superior Specifications & A rovals' resistance to microbial colonization of Super 40/Dyna- Thread pipe is ® ® ® pipe walls, thereby delaying or possibly preventing the onset of manufactured to meet: ASTM A -135, Grade A and is in compliance with Listed Approved Listed Microbiologically Influenced corrosion NFPA -13. All sizes of Super 40 /Dyna- (MIC) when the First Sprinkler System Thread are rated at 300 psi working is first installed. pressure. Super 40/Dyna- Thread is UL and ULC Listed for wet, dry deluge and p" io $ eC�flCatlonS pre- action sprinkler systems and FM NPS Nominal I.D. Wt. Wt. (H20 Filled) Wt/Lift (21') Wt/Litt 1241 WtlLift (25') Approved for use in wet systems. Super In; mm In; mm Lbs/Ft; Kg/m Lbs/Ft; Kg/m Lift Lbs; Kg Lbs; Kg Lbs; Kg 40/Dyna Thread can be "hot - dip" 1° 1.080 1.330 1.75 70 1955 2234 232 galvanized to meet FM requirement for 25 27.4 2.0 2.60 70 887 1013 105; dry systems. Super 40/Dyna- Thread is 11/4° 1.408 1.870 2.54 51 2002 2288 238' approved for all threaded couplings and welded outlets and is suitable for all 32 35.8 2.8 3.78 51 908 1038 108 roll - grooved, and plain -end fittings. 1W 1.639 2.290 3.22 44 2115 2418 2519 (See listing information). 40 41.6 3.4 4.79 44 959 1097 114 2° 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 103 � 16100 S. Lathrop • Harvey, IL 60426 Customer Service: *iiC ®/Flo v control \ ®J allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S3 - 3 0 e Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule -10 /Schedule -40 sprinkler pipe you get a UL listed and FM approved product. Although these d. products do not require separate approvals Schedule- 10 /SVeedassed the same thorough lab testing as ur other l ule-40 gives you the extra quality assurance you d pipe Our Sch -10 (1' /4'- 8 ") pipe and Sch-40 (1"- 2/ pipe have p products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe _ Sch 40 Specifications NPS Nominal LD. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (21') WULitt (24') Wt/Litt (25') product can be Schedule - /Schedule - P In; mm In; mm Lbs/Ft Kg /m Lbs/Ft Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg "hot -dip" galvanized to meet FM 1• 1.049 1.680 2.05 70 2,470 2,822 1,334 requirements for dry systems in 25 26.6 2.5 3.05 70 1,120 1,280 accordance with the zinc coating specifications of ASTM A -12 11/4° 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 Superior: Coating 1 1.610 2720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 Our advanced formula mill coating of- 2° 2.067 3.650 5.13 30 2,300 2,628 2,738 fers a clean, durable surface. It is also 50 52.5 5.4 7.63 30 1,043 1,192 1,242 paint -ready for custom color applications 2½' 2,469 5.790 7.86 19 2,310 2,640 2,750 without special preparation. 65 62 8.6 11.73 19 1,048 1,197 1,247 The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe h ,10 Specific Sc , products up to 4.5000" in diameter is NPS , Nominal I.D. Wt. Wt. (H20 Filled) Pcsl Wt/Lift (21') WUlitt (24') WVLtitt coated wi our new Anti Fr - I mm In; mm Lbs/Ft; Kg /m Lbs/Ft; Kg/m Lift Lbs; Kg Lbs; Kg mula, "ABF". In scientific c l labo at aboratory . 5 1 097 1.400 1.81 91 2,675 3,053 3,18 test, ABS proved to have superior resis- 1 2 70 91 1, 675 1, 053 1,445 tance to microbial colonization of pipe 25 27.9 2.1 walls, thereby delaying or possibly pre- 1' 1.442 1.810 2.52 2,319 2,664 2,760 venting the onset of Microbiologically 32 3.75 61 1,052 1,208 1, 2 36.6 2.7 3,045 3, Influenced corrosion (MIC) when the 1 3.04 61 2,664 1, ° 1.682 2.080 3 52 61 1, 664 1, 045 1, 172 52 First Sprinkler System is first installed. 40 42.7 3 . 1 American Made 2' 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 Meets "Buy American" requirement 2Yz° 2.635 3.530 5.89 30 2,224 2,542 2,648 8.77 30 1,009 1,153 1,20 and is available through distributors in 65 66.9 5.3 7 7 8.77 1 1,975 2,057 the USA, Canada and Mexico. 3° 3.260 4.330 19 1,728 1 ,05 80 82.8 6.4 11.82 19 784 896 'Specifications &:Approvals" 4 4.260 5 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 Schedule -10 /Schedule -40 pipe are in 5° 5.295 7.77 17.33 10 1,632 1,865 1,943 compliance with the following: 881 125 134.5 11.56 25.80 10 740 8 ASTM A -135, and NFPA 13. Both pipe 6° 6.357 9.290 23.03 10 1,951 2,230 2,322 _ products have a working pressure rating 150 161.5 13.8 34.27 10 885 1,012 1,053 of 300 psi maximum and also meet the 8° 8.249 16.490 40.15 7 2,424 2,770 2,885 stringent requirement for the following 200 209.5 24.5 59.75 7 1,100 1,256 1,309 _ tests: 0 411: es • Welded Outlets Listed Approved Listed • Hydrostatic Pressure • Side Wall Rupture • Vibration Test Customer Service: ^ 16100 S. Lathrop •Harvey, IL 60426 (800) 882 -5543 Vito Flow Control ' y ) allied 16100 Norcom Rd. •Philadelphia, PA 19154 Fax 708- 339 -180 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 S5 - 3 Standards and Specifications g • l • IN iBAN A110 NA \ .1NG • • Pressure Dimensions MN Galvanizing Thread Rating Federal/Other M.I. Fittings ���� r ASME 91 20.1+ � • Class 154/PN 20 ' A Class 340/PN 50 ASME 616.3• IMMINCIM ASME 8120.1+ M.I. Ur ns ASME 81 20.1+ Class 1501PN 20 IICIMIOMM ASME 81 20:1+ ASME 816,39• aIMIIIII I Class 250 ASME 816.3!3 ASME 8120.1+ Class 300/PN 50 CISIMIEMINCIMII 111:=1111111111111 Cast Iron Threaded Fittings . 'i } ASME 8120-1+ �r ASME 91201+ Class 250 C. 1. Plugs and Bushings � ASME 8120.1+ ASME BI6:14• C. 1. Drainage Threaded: Fittings ASME 81101. 0 r C.1. Flanges and Flanged Fittings _ is ASME ill 20.1+ ` ' Class 125 {1° t2'} ASME 816:t• ASTM A- 126 {A }or {8) IMEM Class 125 (14'-up) ASME 81.20.1+ ASME 316.1 ASME 8t6.1• .. ASME 81.20.1+ ASME 816.1• Class 250 (1 1%12°) ASME 816.1• ASTM A- 126 (A) or (8) . �� Class 250 (14° -up) ASME 816,1. ASTM A -126 {B} MOM ASME 8134.1+ ASME 818 EMI Forged Steel Threaded Fittings ASTM Ai05, ASME81.20.1+ ASME 816.11• Class 2000. 3000, ASME 816,11. ASTM A182, 6000 ASTM A350 Pipe Nipples ASTM A53 ASME 8120 1+ Steel Pipe aga - Welded Type F or Type E OM 01111111.1111 Men Steel Pipe ASME 81 , 20,1+ - S eamless UM ASTM A106 6r. 8 { H igh Temp.} 1111111111111MINIMINI ASME 81.20.1+ _ 'The standard •an American Nationat standard {ANSI} +ASME 81,20.1 was ANSI 82.1 ®Formerly WW -P -50 • • Formerly WW -P -52 • • • Formerly WW -U -53 0 PF- 149 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 ,ci-Auuc 'SAN V.30 900 CEN1FIED COMPANY Style 005 Fire Lock Rigid Coupling VicPluJ with Vic-Plus® Gasket System I Gaset System PRODUCT DESCRIPTION FireLock Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. . . „ The Fire Lock couplings provide rigidity for valve connections, fire mains and long straight runs. Support and hangin correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits ,-- assembly bv.Temoving one nutlbolt and swinging Inc housing over the gasket. his reduces components to handle during assembly; speeds and eases installation on pipe grooved to Victaulic specifications. Style 005 FireLock couplings with the VicPlusTM Gasket System are designed and recommended for use ONLY on fire protection systems. Patented Vic-Plus Gasket System: Victaulic now offers a gasket system which requires no field lubrication on wet pipr-, systems. The 111 rt Vic-Plus' System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially 1 and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (I-100) for supplemental lubrication requirements, 410 ro 0 gil, 4 11> [LW] VdS _ § L.PC and WI'S Approved, Request Viciaulic see notes on p3ge 2 Exaggt:fatod 101 :AM publication 10.01 for details. DIMENSIONS . y 1 ..-Z---..j Pipe Dimensions ipe Size Inches/1nm I 'fit - 111111, , s t, lit 1115111i Actual Max. Max. Allow. tkipm !Ai er Nominal Outside Diameter Diameter Work. Press. g ' End Load' Pipe End - Se1 t @ Bolthut No. - Size Aprx. Wgt. Ea. ."/"." Inches/um Inches/nun PSI/kPa Lbs./N lnimm Inches/mat X r Z Lbs./kg ■ lir 1.660 350 755 005 2.75 4.50 1.88 12 32 42.4 2413 3370 1.2 2 - VF. X 2'14. 70 114 148 0.5 'Rated for wet and dry sprinkler - 1 , /, 1.900 350 990 00- 3.00 4 75 1 .88 1 systems at 350 psi (2413 kPa) 2413 4415 12 2 • Vs X 214 76 40 48.3 121 143 0.5 for 1 - 4" (32 - 100 mm) sizes 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 and 300 psi (2068 kPa) for 50 60.3 2413 6'2 1,1 2 89 .,.. 1,8 0.7 4 8 ((08 - 200 mm) sizes: • -, 4., 2.875 350 2270 0.07 Schedule 10 roll grooved or 6 73.0 2413 10110 1,7 2 /, X 2 .. ' 102 143 148 09 Schedule 40 cut or roil 3.000 350 2475 0.07 4.13 5.75 1.38 1 9 grooved steel pipe. Style 005 76.1 mm 73.1 2413 11010, 1,7 2 - ,,:, X 2' . „ .• • is rigid and does not 3 3.500 350 3365 0.07 9 , , „,, 4.63 6.13 1.88 2.1 accommodate expansion, 80 88.9 2413 14985 13 t- . 31 " 4 l '• 118 156 148 1,0 Contraction or angular 4 4.5ou 3so 5565 0.16 , , , 5.'75 7.25 2.13 3.1 deflection. 103 114.3 2413 24770 4.1 2 - : " 4' '2 146 184 54 1.4 4.250 300 4255 0.16 ' 563 7.25 2.13 31 108.0 rnm 2 - M6 X 2 1, ' 143 133 108,0 2068 18940 3.1 54 14 5 5.563 300 7290 0.16 . . 6.83 9.00 2.13 4.5 125 141 2068 2.445 4:1 2 - ' i 2 2 175 223 54 2.0 5.250 300 6495 0.16 . 6.63 9.00 2.13. 4.5 3,0 13 inn 2 - '1,3 X 2 , .,,,,,, 133.0 2088 28900 4,1 54 2.0 5.300 300 7125 0.16 6.83 9.00 2.13 4.8 39,7 m 1in 2- it, x 2 - • . - •• 139.7 2068 31715 4,1 It 5 229 5 4 2.2 5 6.625 300 10340 0.16 2'1!, 21,3 8.00 10.00 2.13 5.0 2 - '12 X „,, , . - 150 1(`P 3 2068 413020 4,1 ' - 254 53 2.3 9, 6.250 300 9200 0.16 ,.,,7 .63 10 CO 2.13 5.5 1 50 6 mrn 2 - , 1, X 41, .. ,--' 159.0 21)58 40955 4,1 • 194 254 54 2..5 6.500 300 9955 0.15 . 2.1 3 5.5 165.1 min 2 '12 x 2,113 8 15 10.00 .• - • - • • 135.1 2068 44.1:95 4.1 " - 20 / 254 b4 8 8.623 300 17525 0.19 , „, „ ,„ 10 5( 13.13 263 1 1.2. 20/) 219 1 206S 78000 4.', ' '''' A ' '' 257 334 67 5.1 , It% 9 1 lief er to notes On pacie 2. 4t) REGISTERED TRADEMARK °FMK:TAU:JO - •gn COPYRIGHT 2004 - PRINTEDIN 9.8.5.- 3710 oViCAS-67MHPN . 153E 8E3 8 Victaulic Company of America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail: pickvicOvictaulic.com Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@victauliccom Victaulic Europe • Phone:32-9-381-1500 • Fax: 32-9-380-4438 • e-mail:viceuro@victaulic.be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@victaulic.com ectaulic' Victaulic Asia Pacific • Phone: 86-21-58855151 • Fax: 86-21 -58851 298 • e-mail: vicap@victaulic.com Ammow.mmomommoommwwwwwwwwwwww 10.02 . - MATERIAL SPECIFICATIONS , Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395: grade 65-45-15, is available upon special request. Housing Coating: Orange enamel • Optional: Hot dipped galvanized Gasket: • Grade "E" EPDM - Type A Vic-Plus Gasket System A (Violet COIN" code). Fire Lock products have been Lis.,ted by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure us- ing the Grade "E" Type A Vic-Plus Gasket System: requiring no field lubrication for most installation condi- tions. For dry services, Victaulic continues to rc:cornmend the use or Grade "E" Type A HUShSear Gasket. Contact •,,,. Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. A Standard gasket and Flush Seal gasket approved for dry pipe 5rAens to ---40'F (•-40'C) Based on typicar pipe surface conditions, supplemental lubricant :5 reCommended for services installed below OF (-18'C) and for al: dry pipe systems or systems to i.tie subjected to air tests prior to being filled with water . Supplemental lubrication may also be rquired On pipe with raised or trndercut weld seams or pipe that has voids andior cracks at the Weld seams Victatilic continues to recommend the li5e of FiLISliSeal gaskets for dry services. LISTINGS/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change andior additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Rated Working Pressure - PSI 1111111===21M1 Rated Working Pressure - PSI Pipe Size I 1 I el 13 Pipe Size Pipe Size Ell Sch. Inches Sch. Inches UL FM I Sch. Inches ULC FM 5 MEM 175 111111111111131111EMISII mT iv- 2 300 113111 NiA in iv - 4111111111111311111111111111111111131111111111111111111MICII 3°° 0 40 i IIII ' 00 111121111111111111 NIA. 300 5t10d .eae N/A Ni;, 300 '' BLT IIIMEMIESINESEINIMMEIMEXIMEM011131101 3°° DE 1113113110111011M1111 3°° ESIECIIIMME3101 NIA DT 11111101111311111:11115111111B 300 Egicap XL 1'14 - 3 300 Illa 300 EF IMINIONMINEMIIII 300 01110111 • FM approved for service in 1'12 • 4" pipe. # UL Listed for service up to 4" pipe only @Lit_ Listed for service op to 3 only. PIPE SCHEDULE NOTES: 5 refers to ListedIN)pFWed Schedule 5 steel Sprinkler pipe . 10 refers to ListediApproved Schedule 10 steel sprinkler pipe 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe BLT refers to Listed steel sprinkler pipe manufactured by Allied Tube & Conduit DF refers to Listed/Approved Dyne-How steel sprinkler pApe manufactured by Allied Tube & Conduit DT refers to Listed Dyne Thread steel sprinkler pipe manufactured by Allied Tube & Conduit. Ee refers to ListedlApproved Eddy Flow steel sprinkler pipe manufactured by Bull Moose Tube Co. EL refers to Listed Eddylite steel spunkier pipe manufactured by Bull Moose Tube Co. ET refers to Listed Eddythread 40 steel sprinkler pipe manufactured by Bull Moose Tube Co. EZ refers to Listed B steel sprinkler pipe manufactured by Northwest Pipe & Casing 00. FF refers to Listed Eire•Flo steel sprinkler pipe manufactured by YOLITIgtown be Co. GAL -7 refers to Listed steel sprinkler pipe manufactured by :DOD Systems. LLC NWT refers to Listed steel sprinkler pipe manufactured by Wheatland Tube Company ME refers to Listed Mega-How steel sprinkler pipe rnanfactured 05 \Nlieatland Tube Company MT refers to Listed Mega-Thread steel sprinkler pipe manufactured by Wheatland Tube Company STE refers to Listed Steady ROW steel sprinkler pipe rnanufactured lay AMS Tube Corporation Steady Thread refers to A.ppproved steel sprinkler pipe manufactured by ANIS Tube Corporation refers to Tex•Flow steel sprinkl0 ,. pipe manufactured by Tex-Tube Company WLS refers to ListediApprmed steel sprinkler pipe manufactureci by Viiheatiand Tube Company XL refers to I..15ted XL cir XL 11 steel sprinkler pipe rnanufactured by Allied Tube e. Conduit Corp. NOTES "4vork:rq Pressure and End Load are total, from all internal and external ioar5. based on standard weight. (ANSI; 'efr:'-1 pipe. standard roll or cut rpx.ved in accordance with Victaulic specifications. Contact Victaulic for performance .31 other pipe. WARNING FOP CiNE TIME FIELD TEST OLY. the Maximum Joint Workim ' 1 may be increased to 'I l :2 tlfileS the figures shown. 1 For field installation oniy. FireLock Style 005 boupiings are essentially ngid and do not accommodate expansion/contraction. q' NI:Mbel Of bellS required equals number of housing segments. Methc thread site bolts are 21Vailable ittolor coded golch for al: coupling sizes upon request. Contact Vic:auk: for details f Seile 005 couplings are \ir:IS and LK, App io 12 p, 075 ps WAPNING. Depressurize and drain 100 piping system b e attempting to install remove, or adjust. any Victaulic piping products fhis product_ siail be manufactured by Victaulic Co ompany. 011 products shall be instalied in accordance tmth current VictaLitic installatien1asserribiy instructions i VIC1.31iiiC resolves the i ight to change product specifications, designs and ,I eduipment W:l.Fiel.lt nehoe and without incutring obligations. 2 Style 005 FireLock''' Rigid Coupling IPS CARBON STEEL PIPE -- GROOVED COUPLINGS • ,.- ., . 011V.05:',! „ .. .. „..., .. . , - - • - - - ii. VICTAULIC IS AN 1509001 CERTIFIED COMPANY '. Style 7 5 Coupling PRODUCT DESCRIPTION Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50 lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi '','.•:' , • , , (3450 kPa) depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. : :,. :;, _ . , \ • N.,N7.$4 1 .,„wgr,,, . ._. 6 411› See Victaulic niaw_t.',.. •wz. publication 10.01 111 111111 for details 1111 1111/ 1 1 , Evirggerateri for C13!1tV DIMENSIONS r ____Y r Z .1 Deflect. Fr. Dimensions PI Size Pe Max. Max. Allow. Work End Pipe CI. t M Solt/Nut Int:her/millimeters APrx. , ir------v1 ea Nominal Actual Pres. Load End t Per Pipe No.- Size Each / ) Iii Dlameter C: ia. PSI' Lb li Cplg. m mm inJFt. Inches m InJmm Lbs. -.... '''.......■ / - 'MOM r hil 1 25 Deg 1.315 500 680 - 0.06 , '' „ 0.57 33,4 5 0 - . - ' 48 2 - 3 /8 X 2 x Y Z kg 3450 302 2.38 4.27 1.77 1.3 61 108 45 0.6 1 1.660 500 1080 0 - 0.06 2° 0.45 2.68 4.61 1.77 1.4 10' 3 32 42,2 3450 4805 0- 1,6 - 2 - /8 X 2 38 68 117 45 0.6 1 1.900 500 1.420 0 - 0.06 1° 5 0.40 2.91 4.82 1.77 1.5 ' 3 40 48,3 3450 6320 0 - 1,6 - 6 2 - /8 X 2 33 74 122 45 0,6 2 2.375 500 2.215 0 - 0.06 ° ' 0.32 3.43 5.22 1.88 1.7 3 50 60,3 3450 9860 0 - 1,6 1 - 31 2 - /8 X 2 26 87 133 48 0,8 2 2.875 500 3,245 0 - 0.06 r 1 0.26 3.88 5.68 1.88 1.9 5' 3 65 73,0 3450 14440 0 - 1,6 - 2 - /8 X 2 22 98 144 48 0,9 3.000 500 3.535 0 - 0.06 0.26 4.00 5.90 1.88 1.9 76,1 mm 1° - 12' 2 - 3 18 X 2 76,1 3450 15730 0 - 1,6 22 102 150 48 0,9 3 3.500 500 4.800 0 - 0.06 1° 2' 1 3 0.22 4.50 7.00 1.88 2.9 80 88.9 3450 21360 0 - 1.6 - 2 - /2 X 2/4 18 114 178 48 1,3 31/ 4.000 500 6,300 0 - 0.06 0 0° - 54' 2 - 1 /2 X 23 5.00 7.50 1.88 2.9 /4 90 101,6 3450 28035 0 - 1.6 16 127 191 48 1,3 4 4.500 500 7.950 0 - 0.13 0 1° - 36' 2 - 1 /2 X 23/ 5.80 8.03 2.13 4.1 4 100 114,3 3450 35380 0 - 3,2 28 147 204 54 1,9 4.250 450 6.380 0 - 0.13 0.35 5.55 7.79 2.13 3.7 108,0 mm 1 - 41' 2- 12 X 70.0 108.0 3100 28395 0 - 3.2 29 141 198 54 1,7 4 5.000 450 8.820 0 - 0.13 0 1° - 26' 2 .518 X 31 6.13 9.43 2.13 5.5 /4 156 240 120 127,0 3100 39250 0 - 3,2 21 54 2.5 5 5.563 450 10,935 0 - 0.13 ° ' 0.27 2 5 , 8 x 31 6.88 10.07 2.13 5.8 125 141,3 3100 48660 0 - 3,2 1 - 18 23 175 256 54 2.6 5.250 450 9,735 0 - 0.13 0.28 6.55 9.37 2.13 6.0 133,0 mm 1° - 21' 2 - 16 X 82.5 133,0 3100 43325 0 - 3.2 24 166 238 54 2,7 5.500 450 10,665 0 - 0.13 0.28 , , y .., , 6.80 9.59 2.13 6.3 139,7 mm 1° - 18' 24 - - 5.8 X - 1 ' 4 173 244 139.7 3100 47460 0 - 3.2 54 2,9 6.000 450 12.735 0 - 0.13 0.21 7.38 10.48 1.88 6.2 152,4 mm 1 - 12' 2- 5 /8 X 3 152,4 3100 56670 0 - 3,2 18 187 266 48 2,8 6 6.625 450 15,525 0 - 0.13 0.23 8.00 11.07 2.13 7.0 1 - 5' 2 - 5 /8 X 3 150 168.3 3100 69085 0 - 3.2 18 203 281 54 3.2 Table continued on page 2. • g Refer to notes on page 2. a REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2003 V1CTAULIC - PRINTED IN USA 1470 REV F ViCtalliiC Company of Am ica • Phone: 1-800-PICK-VIC (1-800-712-5842) • Fax: 610-250-88 • e-malivickvicovictaulic corn Victaulic Company of Canatia • Phone: 905-884-7444 • Fax: 505-884-9774 • e•unp. oa;ahada@vicnolic,com Victauk Europe • P00100 32-9-391-1500 • Fax: 32-9-320-038 • 1 :-110:: Vit:ell:00V Valauta: America Latala • Phones 610-559-3300 • Fax: 610-555-3609 • e-mail vic:aitvicaaoho cum Xiii ctaullic® 9i1a00c A5ia Pacific. • Phone: 65-62:35-7035 • Fax: 55-82:35-053 • 0510 i. vir,ap@victaaccom . Qo . ®S ? - DIMENSIONS Deflect, Fr. Dimensions Aprx. Y l. .{ Max Max Allow. Ca Bof/Nut Inches/millimeters wgt. I ^ 1 Pipe Size I! I Work End Pipe Each rwr r � r ter Nominal Actual Pres. Load End t Per Pipe No. -Size Lbs. Out. Dia PSI' Lbs.' Sep. Cplg. InJFt. Inches I I �j' �' Inimm InJmm Ws N mm Deg. mmhn mm X Y Z kg _ 7.63 10.49 2.13 6.8 159.0 mm 6.250 450 13,800 0 InJ - 0.13 1 ° 9 0.24 �� 59 � 'yl 159.0 3100 61405 0 - 3.2 20 2 - 16 X 82.5 194 266 54 3.1 6.500 450 14,940 0 - 0.13 0.23 7.84 10.66 2.06 7.2 1 °_6' 2 - 5 / 31/ 199 271 52 3.3 165.1 mm 165.1 3100 66483 0 - 3.2 19 8.000 450 22,635 0 - 0.13 0° - 54' 0.16 36 2 - 3 / 4 X 41/4 ,. 9 247 13.33 2.31 12.6 203 mm 203.2 3100 100725 0 - 3,2 8 8.625 450 26,280 0 - 0.13 0° - 50 0.18 2 - 3 /4 X 41/4 10.34 13.97 2.32 12.4 200 219,1 3100 116945 0 - 3.2 263 355 59 5.6 10.000 350 27,500 0 - 0.13 0° - 43' 0.15 2 -' /a X S 12.16 15.81 2.53 20.8 254,0 mm# 254 0 2400 122375 0 - 3.2 11 309 402 64 9.4 304,8 mm# 12.000 350 39.500 0 - 0.13 0° - 36' 0.13 2 - /e X 5 / 14.16 17.69 2.53 23.6 304,8 240 175775 0 - 3.2 9 360 4 4 9 64 10.7 # Style 74 Couplings 't@ Refer to notes below. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others. Gasket: (specify choice")t • Grade "E" EPDM EPDM (Green color code). Temperature range -30 °F to 230 °F ( -34 °C to 110 °C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold 86 °F ( 30 °C) and hot 180 °F ( 82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrite Nitrile (Orange color code). Temperature range -20 °F to 180 °F ( -29 °C to 82 °C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot. dry air over 140 °F ( 60 °C) and water over 150 °F ( 66 °C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. "Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. tSupplemental lubricant is recommended for services installed at or continuously operating below 0 °F (- 18 °C). Bolts /Nuts: Heat treated carbon steel, zinc plated to ASTM B -633, track -head conforming to physical properties of ASTM A -183 minimum tensile 110,000 psi (758340 kPa). NOTES • Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. - WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50 for 3 /4 - 3 (20 - 90 mm); 25 for 4' (100 mm) and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without incurring obligations. 2 Style 75 Coupling 07,',','!.01 ai No. 50 and No. 51 E rto El Concentric/Eccentric Reducers e- E to E --ii Steel (except as noted) Ell 11D1 No. 50 1110111103111111111 No. 50 No. 51 Approx. Approx. Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Stze Inches Lbs. Inches Lbs. Size inches Lbs. Inches Lbs. Inchesimm mm kg mm kg inches/min mm kg mm kg 1 X 3/4 4 X 2 INIMIN 4.00d 32 X 20 1111111111M111117 100 X 50 1:5 X 1 11111111111111111111111M X 2 1 : ' !, X ,14 x 3 1 1 1 3 1 1 1 1 1 0 1 4 00 111111111101111 IIIIIIMIIII 4c; x 20 X BO 102 1.5 X 1 1161111111111111111"1 X 3 ' ii 1101110 16; .t4)0 8.0 x 25 X 90 3.6 5 X 1111111111111111 i,.. 5.2 111M11.1111M111 12 X 50 279 ,.4 2 x ,14 X n2 11.00 1C1.8 50 X 20 1111111110111101111110\ X 10111111111 279 4,9 X I Illga 0c,..7, 111111111.1 x 3 5 101111111111 11.00 11.1 X 25 X SO 279 5,C) X 1)12 X 4 MEM 5.00 d 12,0 X .32 11.11111111111011.1 X 103 5,4 X 1,12 4.00' d 11.50 14.5 WM= Ma X 40 102 292 6.6 2'12 X ,iA X 1 X 20 IIIIIIIIM1111111011 X 40 111111111 01111111111 X 1 9.50 11111111111011111.11 X 2 101111MINII 14.5 X 25 241 X 50 inall111"1111111111 X 2,1 1 1 9 .6 2 0 14.2 X 32 X 65 6.4 11161111111111EMINI X 3 NEMBIll 5 . ;5 d 1 5.0 X 40 X BO 6. X 2 MININIMIMIIIMI X 4 111111111161111111111111 17.0 X 50 x 103 3 X li 11111111"11111111111M1 X 5 111EMMISMI 177..10 80 X 20 x 125 7.9 26 1 IIEMENINIMIIIM 20,8) : 6 X 25 406 3,6 11.8 -?: 1114 IIIIMIIMIMIIII X 3 MI 9.3 12.00 22.0 X 32 x .So 4,2 TO5 10:0 X 1'12 2.50* d X 4 11.11111111111 23.0 4C) 64 x 1CY3 io,4 x 2 111111111.1111111111111 x 5 1111111111M111 23.0 X 50 X '125 10.4 X 2,i 1.011111111=1110 X 5 MOM 6.00 cl 24.0 X 65 X 76,1 mm X '150 152 10.9 2.50 a 11111111111111111111117 i 0 X 4 111MINEMI 13:.00 320 64 250 X 100 14,5 3 X 3 2.50 d X 5 MEMIIIII 34.6 90 X i.:0 64 0.9 IMMO 9 125 15.7 4 X 1 3.00* a 3.0 X 6 6000 3.00 36.9 ES/I 6;,53 100 X 25 76 1.4 X '150 140 330 16.7 X 1 V1 X 8 6.00 0 22,0 21.6 111111 4 .. 6 1 IIIIIIIIIM X 3? X 200 152 10.0 9, X 1 10.00 6.9 10.00 1 Table continued on p599 0. X 40 254 3,1 254 See 00144 04 p994 0. 8 Grooved End Fittings . . . No. 50 and No. 51 . E rio El Concentric/Eccentric Reducers r .._ E to E -1 Steel (except as noted) Thli ..r..d No. 50 No. 51 No. 50 No, 51 Approx. Approx. Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Size Inches Lbs. Inches Lbs. Size Inches Lbs. Inches Lbs. Incheslmm mm kg mm kg Incheslmm mm kg mm kg 12 X 4 44.0 14.00 48.0 18 X 14 '15.00 91 0 15.00 91.0 300 X 100 20.0 35' 21,8 450 3 350 381 41,3 381 41,3 • X 6 7006 24.6 14.00 50.0 X 16 15.00 91.0 15.00 91.0 x 160 179 11.2 336 .. 22.7 X 400 381 41.3 381 41.3 X 8 700d 52.0 14.00 53.5 20 X 10 20.00 110.0 20.00 177.0 x 200 1713 23,6 356 24,3 50X) X 250 508 49.9 508 30.3 X 10 7006 39.0 1 4 .00 57.0 X 12 20.00 120.0 2000 120.0 x 250 178 177 .356 25.9 X 300 508 54.4 508 14 X 6 13.00 65.0 13.00 60.0 X 14 20.00 1 490 20.00 149.0 150 X 150 330 29.5 330 27.2 X 350 506 67.9 503 67,9 X 13 1 300 65.0 13.00 60.0 X 113 20.00 120.0 2000 1200 . x 200 330 20.5 330 27.2 X 400 508 54.4 508 54.4 X 10 13.00 66.0 1 300 65.0 X 18 20.00 136.0 20.00 1360 X 250 330 29,9 330 29,5 X 450 5013 71 508 617 X 12 13.00 68.0 13.00 66.0 24 X 10 20.00 142.0 20.00 142.0 X 300 330 30.9 330 23.9 600 X 250 909 64.4 308 64.4 16 X 8 14.00 73.0 14.00 73.0 X 12 20.00 150.0 20.00 150_0 400 X 200 356 33,1 155 33.1 X 300 508 68,0 500 X 10 14.00 73.0 14.00 73.0 X 14 20.00 162.0 20.00 162.0 X 250 356 311 355 33.1 X 350 50.8 73.5 508 73.5 X 12 14.00 73.0 14.00 73.0 X 16 20.00 162.0 20.00 162.0 x 300 356 33,1 355 33,1 X 400 508 71,5 503 73,5 X 11 1-100 73.0 14.00 73.0 X 18 20.00 162.0 2064) . 162.0 X 350 356 13.1 355 33.1 X 450 508 73.5 508 73.5 13 X 10 15.00 91.0 15.00 91.0 X 20 20.00 151.0 20.00 190.0 45013 250 381 41,3 381 41,3 3 500 5013 68,5 5011 66,2 X 12 15.00 91.0 15.00 91.0 x 300 381 41.3 381 41.3 (61 Ductile Ton Domact ‘Actaulic for details. 'Available wit71 male 37177113006 mall end No 52. cq• Steel eccentric 1 ed uc er s available through 30" (750 mm), contact Victaulic for dimensions. • ' • . , ' . •• • • • • '. • Grooved End Fittings 9 a ''''''''''^' r ''' Yip i' m { �u ,'a ,,} f ' x X i 3 .' ; .. r U +s: ' ":5-.,:.".,„:• , 4: A ,. '''. .�sc:. „- *:a ,7 .',, T;;, „,',,,;,,,e,-1,-....,,,:4; '.. 7. : u i r s. ..��'' - e' ass sets ; `:' ',' , a :�- �. � � - f t t �..W � �a %�� � xr .i4s ��� �S y b., t� � � - ; ,� -� �> � � . i s .,� .A S� 'i1 nr X9� h a� b� $ . 2' zYA f��.. a .�r; � l , rs "'� �� fit S , G 5 cx; D`� , rr k� f iz.'K��` ,� T, � ® T D L CO , s��n 5/24120,i x1 s�, z ��la l* z . q � � � f 1( 10 OfN I �+C,� s. '�� , 'i . ,.. a, �'� S s �' xa « ,. r.. � .. �: .... : kL� , . ,t aut .. * Fig. 2 - Adjustable Band Hanger Q0® Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod Size Range — Size 2' /2” thru 4" pipe. r` Material — Carbon Steel, Pre - Galvanized , , , r Function — Recommended for, the suspension of non - insulated ,. f G pipe or insulated pipe with Fig. 220 shield. ` - \ Fig. 2NFPA accommodates the reduced rod schedule of the / 1 t' 1 National Fire Protection Association Pamphlet 13. 7 id ` Approvals — Underwriters' Laboratories Listed in the USA (UL) ! c -• and Canada (cUL). Factory Mutual Engineering approved. E f Conforms to Federal Specification ° I l / / ) % WW -H -171 E, Type 10 and Manufacturers Standardization Society ‘.-., . , ! SP -69, Type 10. ,' 1 ' ` ' y A ' , ,R ,� � Finish — Pre - Galvanized Note — Available in Stainless Steel materials.. Order By — Figure number, pipe size and material 77 7 Dimensions • Weights Max. Rec. Approx Wt. /100 Pipe A B C Load Lbs. Fig. 2 Fig. 2NFPA Size Rod Size 600 41 40 3 1 /2` 1 /2" 5 4 '/. 15/e 600 52 45 43 21/2 6 4' /8 174 600 50 31!2 1/2* 73/8 51/4 21/8 5/8' 7 5 1000 59 56 5 274 1250 97 95 5 139 105 5 /4" 9 6'/a 93h 1'/a 1250 6 3/4** 6' /z • 3/8" nut is used when NFPA rod sizing is requested. — 1/2" nut is used when NFPA rod sizing is requested. Main Office/Manufacturing Facility • 1375 3mnsor Aye. • Comas, CA 92379 • Ph: "Y.:5 1"; F..599 • "'x: 309.7 77 13,0 Customer Service • 1-,00 7$:-.0 D,130 www.totcacom ' , ��. ," . � j � - ^ .; r a M *, i s , .Y , }. , „a z,, rs , , , w✓ x ”' n ' :x, r,AY„ ;; , 4 i x: x s R r 6' i `� r ^ ?,' ?' '''' ' ' ; x J`/1 ; s ; z - - � "z , �� � � t x � � s �x �r � f � tOICO COCiI r a m r 1 , ' w s 002 ;,.;; , Revision 8130/2 � 's xq a �� . m� �' x x s Y F r x r r, � f � xx zx�,_ > �..�� -...r„ z sx,,�,,� t3 R y t COQ r t t ?. r , „, > s� >c +�,o,. .., l7 �� d� � . -,: � >�, bi old Ofii > .., ,.? .. `�s � �.. �ve, Ard - d,' �, Fig. 4 - Standard Pipe Clamp G® Fig. 4F - Standard Pipe Clamp Felt Lined Pipe Clamp PVC Coated - ,-- 4' Fig. 4PVC - Standard p Size Range — (Fig. 4) Size 1/2" thru 30" pipe. 1 1/2" thru 2 copper tubing Material — Carbon Steel Size Range - (Fig. 4F } Size �� ` � •,` ' ,. Function — Recommended for the sus ldless E e Nut, non-insulated Fig. 1 ye Rod insulate 1 01p e i y o r � jz, � �, with Fig. 220 shields. (Use Fig. 330 We Y 102 Eye to 3 pipe Welded Eye Rod.) Also recommended for attachment of sway bracing up a size, for larger pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce 1 `,:-l� �' �.�� i noise and vibration and/or prevent electrolysis. Canada (cUL) ,- ' . Approvals — Underwriters' Laboratories Listed in the USA (UL), . F 3/4" - 8 ", and approved by Factory Mutual Engineering, 3/4" - 8 ". Federal Specification ' '"i f :1-- WW -H -171 E, Type 4, 11/2" thru 24" and Manufacturers Standardization Society SP -69, Fig. 4 Type 4. included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). „ . ' Note —When the Fig. 4 is used as a sway brace, to ensure 1. performance, the UL Listing requires that it must be used t with other TOLCO brace products. J Maximum Temperature — 750 °F �� Finish — Plain Note — Available in Eiectro- Galvanized and HDG finish or Stainless Steel materials. '''',L Fig. 4F Order By — Figure number, pipe size and finish. Fig. 4PVC Order Note — When ordering Fig. 4F allow for 3/16" felt on each half of clamp. Dimensions • Weights Max. Design Load Lbs. Approx. pp r x Pipe For Service Temp. 8 C D Bolt Size 650° 750 °F Size A 7/8 2490 1 500 445 29 1/4 1'/5 1'15 5/16 445 29 1/ 3 ' 1 '« 1 1v /, 5/16 500 35 3/4 39/,5 1/4 5/16 500 445 1'l. 181,5 445 40 9 1/4 5/16 1 4'1'8 1/2 1 '1 8 1 .. 800 715 42 1'12 1.15 1'/1 5/16 930 42 1'l� 4 5!1 39 1040 1/2 2 2'/4 930 126 5 1040 141 2' 6'1:8 9/16 272 231, 1/2 1040 930 3 ' 3'! 19 1/2 154 7 5/8 2 31 . , 1040 930 7 "I.9 3'!9 3 1 /2 229 * 3/8 318 5/8 930 3,15 1040 261 351 9' /4 5/8 3' 43 /a 1040 930 g +1, 3/4 3'!8 5/8 1615 1440 537 5 3/4 5V; 3/4 1440 625 4'!9 6 11519 6 3/4 1615 1378 9 2220 8 13 1 n 714 2490 1378 1 7'14 7/8 2220 10 1 8 ' / � 8V, 2504 18'1: 1 8Ix 2490 2220 12 20 1V, 9 9 7/8 2490 2220 2314 14 10'1, 7/8 2314 16 23 1' /, 101, ,t 11 .r 1 3060 2730 25'15 1'!< 11'1= 3060 2730 3863 18 28 1 12'/. 12'11 1V, 3060 2730 5222 15'1. /° 2330 15522 20 41 V 12 15 /, 1 24 2 19 19 131, 3500 30 41'1" N • C , Orp ^ A 9 915 • Ph'. 1(i; 7 %7 59`; • = `%35 '17 03;3 Main Office/Manufacturing Facility • 13'5 Sam^SO A`r- ti Customer Service • t:�t7 h:6 5266 Z www.tolco.com a i. rf �.�_ �t �, S x ..,. , 3 � „ f;' ., , ■ z J i t a.. �/t/5/� ,.. a � e n �,t t �� � tO�CO • Cam ® TD L CO y xv �..w7 �' s � f � r # s • � � a , ,� , Re 8/13!2001 �+ , 1 > # r 7b &u" � a, rc 1 , ' en. k'xrb.r. ,...w „ � - � t � l a pas �' # i. � '� � � n � `�F F � �.t b f 't ii d �f N 1B L � �5. - , _.. .. , -..... xa s.. m Fig. 69 - Beam Clamp Retaining Strap ®`® Size Range — 3/8" thru 7/8" rod by 4" thru 16" length.* Function — To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6- 4.7.1. Important Note — Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking B slot on the TOLCOT" Fig. 69R will provide a more secure reliable installation. Approvals — Underwriters' Labora roved for use with any listed beam USA (UL) m clamp. and Cana Included , A our rr Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Finish — Pre - Galvanized Order By — Figure number, type, length "B" and rod size being used with beam clamp Note — Minimum return on Strap: 1 ". Dimensions • Weights Ii. Type Rod Size A Hole Size B - -.���,i/ —AY/ 3/8 7/16 Specify tst 2 5//8 8 11/16 _ 1 9/16 S.eci 1 Specify II III 3/4 13/16 S.eci 3/8 7/8 Specify Specify = I 3 _ * Longer lengths are available, consult factory. E2 g 0 t ip i 4111 I I VA 11 11____E___.,,.,,,,, I II FA ra i PI I ri I II II i //A rail 5 ,,. � '27�,r.uu. 909: t� <C 61 OfficefManufaciuring Facility • ,7 z ;arcp��n Ave • ;. CA ' :!2 7 `} • ? . . l9 r Customer Service • ^�i0.7Efia2ii www.totco.cam BRED HEAD' ANCNOB/A►C SYSTEMS Submittal Information , Trubolt Wedge INSTALLATION STEPS 1. Using a bit whose diameter equals the anchor SPECIFIED FOR ANCHORAGE INTO CONCRETE 111 diameter, drill hole to any depth exceeding the nil' 4 ._,_.._. ` ` minimum embedment. Clean hole. Wedge anchors feature a type 18-8 stainless steel split P c 0 o expansion ring and a threaded stud bolt body and integral 0. . ,� - o a cone expander, nut and washer. Anchor bodies are made of a 7 �I plated carbon steel, hot - dipped galvanized carbon steel, type Z . A anchor with nut and washer so that . 304 stainless steel of type 316 stainless steel as identified in -1.....- ' the top of the nut is flush with the top oldie _ = the drawings or other notations. II a - • o. - anchor. Drive anchor through material to be The exposed end of the anchor is stamped to identify anchor 0... s q --,., 'col fastened so that nut and washer are flush with length. Stampings should be preserved during installation for ' i- P ' :--O+ . - o .q surface of material any subsequent embedment verification. _ Use carbide tipped hammer drill bits made in accordance to ANSI 8212.15 3. Expand anchor by tightening nut 3 to 5 turns, 1994 to install anchors. "�"' ■ or to the specific torque requirement Anchors are tested to ASTM E488 criteria and listed by Kt (formerly 1C130) . ° • 0) and o °. � : ow: (see sdetUondlart). ,. SBCCL. Anchors are listed by the following agencies as required by the local : 6 0 sii o • : building code: U1, FM, City of Los Angeles, California State Fire Marshal and Cal Trans. APPROVALS /LISTINGS LENGTH INDICATION CODE * CODE LENGTH OF OMR CODE ( LENGTH OF ARMOR Meets or exceeds U.S. Government G.S.A. A 1.112 < 2 (38.1 < RA Ai 6111 <7 065.1 < 17711 Specification FF -S-325 Group 11, Type 4, Class 1 B 2 < 2.112 iso s < 6351 L 17 < 7-112 (1 < 19os1 C 2.112 < 3 (633 < 76.21 M i 7 -112 < 8 (1903 < 20333 Underwriters Laboratories o 3 <3-1/2 (76.2< 81191 8 i8 <8-112 (203.2 <219.9) Factory Mutual t 3 - 112 <4 (W.9 < 101.61 0 18.112 <9 (215.9 <uas1 F =4 <4-In (101.6 <11431 _ P 19 <9 (21*6 <2 KC Evaluation Service, Inc -8ER -1372 (formerly KW) G 4-V2 <5 (114.3 < 127.0) 0 1 9.4f2 < 10 (241.3 <2540) (including seismic loading conditions) 14 yin < 2 (139.0 < 132 71 • 8 i 1 < 11 034.0 2 < 2 M Dade County - 401.0504.12 1 = 6 < 6.112 (152.4 < 1651) - 1 1 12 < 13 (304.8 < 3302) City of Los Angeles - #RR2748 - touted an top daltavx kr easy wrfpct SBCCI Compliance Report - 39570 California State Fire Marshal Cal Trans rr,Ramset/Red Hem' 1 -800- 899 -7890 39 11/03 s ^ " S ` , 1 'r , ,� :`,�"°�P` a y 1�¢ gx ` � 3�x S} *"t � r ,f r��' '. ta u$y3ia�r' { l�:j vt �>�3 ,� `y. y w ,�" � #. � ��,, . Yic�'..: gfi i l;a^e ' � .�, ;x-r s t d � 3.�^3�" f? .. 4 , u ' ¢c" F m '' x f ps _ v' -'- -;,. :::,. ' . r'x a 1 :F, . 3 ::.w t z i +:a t ? s , fi -�.., r: ,,� � s� ,� � � �; �� 7. = ` �� �e.?�a�v;� � �„��, z �::�� �' r �� 3¢ .�� � ;��t�+�K. � �� k� WWW:tQICO COfTI � �rh �a�� , � _ u ,, g 3; C Fer£µk, . ,t 5 `� ; � ,� , Ear N u f6 Revision 3/28120 , _ > Fig. 910 - Swivel Sway Brace F .. � n �� t �� � � , u _ ., f c�v .� -k^� a � � c 6fr �� �' �� � ��F f)f8fla Fitting ®`® 1" g Component of State of 1 and 1 " bracing pipe. For brace pipe sizes larger than Component OSHPD Approved f Size Range — Seismic Restraints System 1' /4°, use TOLCO Fig. 980. Material — Carbon Steel Function — For bracing pipe against sway and seismic disturbances. The building attachment component of a sway brace system; the Fig. 910 is used in conjunction with the Fig. 1001, Fig. 1000 or with a Fig. 4A Pipe Clamp and joined together with a brace pipe per NFPA 13.`. ® A Features — This product's design incorporates a con_ centric attachment opening which is critical to the performance of structural seismic connections. t NFPA 13 (1999 Edition) Table 6 -4.5.9 indicates clearly that fastener to al load 0 i values are based only on concentric loading. Universal swivel design 1 4 Fig. 910 to be attached at any surface angle. All steel construction. NFPA i 13 (1999 Edition) Table 6- 4.5.8: 1" Schedule 40 bracing pipe maximum 7'0 ". 0 1 /m Schedule 40 bracing pipe maximum 9'0 ". Approvals — Underwriters Laboratories Listed in the USA (L) tan State Canada (cUL). Included in our Seismic Restraints Catalog approved by California Office of Statewide Health Planning and Development (OSHPD). Note — The Fig. 910 Swivel Attachment and the Fig. 1001, Fig. 1000 , or Fig. 4A Pipe Clamp make up a sway brace system of (UL) Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA). Finish — Plain Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, pipe size and finish. Note — Specific weight load conditions may require more 411 than one fastener to the building surface. Sway brace • attachments may be ordered with multiple and/or larg- er fastener mounting holes. Consult the factory. The -' Fig. 910 is precision manufactured to perform its func- l i tion as a critical component of a comp lete bracing assembly. , , � To en r • erformance the L Listin• r- • ires hat the Fi • . 910 m s • - sed • nl wit of er TOLCO bracingPr duc . Dimensions • Weights D Hole Max. Design Approx. A B C Size E F Load Lbs. Wt.1100 Pipe Size 1 2 1V, 3 9/16 251, 2 2015 88 2015 88 1'1, 1' /,e 1 `• /,a 3 9116 2 2`i„ Main Office /Manufacturing Facility' 1` Cust ' omer Service • 8i1C.rt.6c��b6 153 www.tolco.com RED ,S t�brr��ta1 lnc�ration ANCHORING SYSTEMS T rubalt -.Wed Anchors Ultimate Tension and Shear Values (Lbs /kN) in Concrete* ft .4000 {2T6MPa) t =6QODP5l(41 »i .c MPa3 EMBEDMENT � ANCHOR fc = 2� PSI (13.1MPa) ( TENSION SHEAR ANC A . INSTALLATION TENSION SHEAR TUIS6ON SHEAR [ . TENSI N1 Un TORQUE DEPTH TYPE Lhs. (INN) the (WU tbs. MR la(mm) Ft. tbs. ( Nm) In. (mm) ; ths.{tN) 1400' (6,21 1.900 > {8,5} 1,4� {6,23 1t4 (6.4) 8 410.8) ` 1 -15 .(49.2) - 2 .100 19.3) 1,400 (6.2) ' 1,300 ..,4.) 1,610 (731 3300 (14,7) 1433 (733 2.11814 (49.2) ) 2.100 49.3) 1.680 (7.5) 1,300 (174,7 31.51 3300 {14,73 1480 (73) i.tf$ (54.0) 2,264 (103) 1480 {7,53 $.300 (14,7) 1,680 318 (9.5} 25 (33.9k 3- /2 (78)) .1) 1 1,680 (7 5) 2,320 (70.3) 2.240 (10.0) 2,620 (117/ . 2.840 (126) 3,160 f� .1) 4 101.67 3,480 315.51 4,000 (17.8) 5.9 (26.4) 4,140 (18,41 6.120 (27,2) 4,500 (20.0) 3 106.6) 4,800 (21. 4,000 (17,8) 5.940 (16..4) 4,140 .(18.4} 6.120 (77.2) . - - 4,760 (21 s 7,040 (31.3) 7,0 131.3} 1/2 (12,73 SS (74.6) 2 -1/4 (57.2) 4460 (20.7) 4,760 (262) 5, 4478 (104.8) Y,tS{artln0, 4, (20 7) 7,240 (32.2) 9,640 (42.9) 7,240 (32.7) 10 6 (152.4) 4 . (481) 8,160 (36.3) 5,344 (21.81 7,240 432.2) 9,640 (42.91 7,240 .(31.2) vJ5 G S/8 {15.47 90 1122.0) 2-3/4 (69.9) Hat , 6.510 1293) 7,124 (32.77 7,950 (31.9) 7,120 €317! 9,720 (42.9) 9 ( , 7.1/2 (1303) 4,060 ;394) 9,600 (42.7) . - . , 14920 (664) 11E (52.9} 16,380 1729) 12520 (55. ( � � 1 »112 (191103 G4ivae4zed 7,0611 ;31 d} '; 9.640 (42.7) 15,020 €64.83 11.404 {.2.43 16.380 /72.9) 12.320 (05.7) w 10,840 : (40 13.720 (61.3) g 13.3{ 0 . (59.21 15,950 (71.1) 0. (31.. 10,120 (90.4) 23,740 1105.61 20.260 (90.1) 23,740 (105.6) 3/4 (14,11 ' 175 (237.3} 0518 .. (2643). "v".'" 455 10,984 (4801 20 (90.4) 11;880 (79-59 1 104,91 23,741 (105.6) � m 149 448 0) 24,320. 190.41 97,8 (793) 23.740 310049 1 23.5 ( ( 10 294.3) 14,740 (65.6) 16,060 (73.8) 17,420 :1A7.5) 19,360 (85.21 ( 5WN)- 31653. 9,520 (42.3) (3.160 {5851 7r8 (22.2) 200 1139.4} 3.3/4 (45.3) 14,660 165.2) 20,880 (92.9) 20,940 (93.1) 28,E 3128,11 24»360 (108.4) 28 (1283) 6 tf4. (103.8) 14,660 165.2) 20,880 (92,91 20.940 (93.11 .,28400 (1281) 24,360 (105.4) 23800 (118.1) e (2042) 1 (25.4} I 340 (406 7) 7.t2 : (117.3) 13.600 362.9) 16430 1213) 20.1 9 . , r .1) 27,940 (101.3) 33.260 (148..4) 236,0 (14.410 69.4) 7.331E (1813) 14;61#) 16493 28,650 1127.63 23.9ar 411]066.7) 37,940 (168.8} 9-1/2: (241.3) 18700 383.23 28,630 (127.6) 1 26.540 :(1181) 37,940 (1688) . 33/60 : (1480) 38,030 (169.4) . 18,140 (00.7) 23.280 :(103.6) 26.380 (1173) 29,460 €131.01 33,640 (149.6) 33,780 (1503) 8 (2031) 1 1 -174 (318) } 500 3071.9) 5 ld2 (203 17,340 (121.6) 35,080. (156,03 43,300. (1916) 44,260 (196,91 45.540 (202.6) 50.560 0 (224.9) .. • A9awah mhos art WsN (4(4 14 to l ulcl't tucar; Maltby 4 tar awe lard ututt. Ultimate Tension and Shear Values (Lbs/kN) in Wedge Anchors, Lightweight Concrete* 1 LIGHTWEIGHT t 6tgarn LOWER FLUTE OP STEEL. DELII i ANCHOR tiGNT11tE{6HT CONCRETE FlAIL AN 1 AOR INSTALLATION EMBEDMENT PTH € TYPE Pc 3000 PSI (20.7 11,00) ) .. ; GH fl6 PSI NCR TE A rc DIA.. TORQUE DEPTH, SHEAR In (mm} In. (mm) Ft. t!tt Him) PENSION SHEAR . N) (101 tbs.(111 l € Lhs.(kN) 3,720.. (160) 1,940 (8.5) 3,160 53.: U1 .1 1,120 (941 4.240 (189) 2.844: 312.6) 3 , (14. 378 39.5) 25 (33.9) 3.112 (7611 1 WSCarinmm 2,940 (13.1) WSG 163 ' :.440 (31.3) 3.400 1(5.)) 5,3 3 {23.9} 1/2 (12.79 4 55 :74,6} 3 =174 (57 2) t Hal -01;N0Td 44 (21.0) •. 6.620 42°.43 4,460 . 319,9) 6.620 429,4) ,720 3 1381 .2) Gd(Yattized 6,920 (30.3) 4.810§ ,21.4) 6.440 (28,61 f 4 {1762) 4 ct 9.240 (41.1) 4.720 (23.0) 9,140 (24 5/$ - (15:92 4122<01 3 (76 2) < YIW - Sa4 S 5.960 326 9,23 : (413) 6.580 - . ( 29 3) 4127 1) 5.840 326.01 6,880 (39 5) Of 7.160 ( 31.91 12.600. '45 3/ (19.11 i. 175 {232.3) 5 1/4 1824) ( SWW?7 . S 4439.6} ,« :. 15.920: (70.83 1 7,040 .: (33.3) 5-114. (13' ml ?1404 • 4031.341r vaftrn are case upon 4 444 t 144444 lasso: Omit 6t t for 4 "4++4,64 045. r�, RarnsetvRedHea r �1 1 _840- 899 -7890 40 -QosRED HEAD° Submitt Information ANCNOR/NG SYSTEMS Trubolt Recommended Spacing and Edge Distance Wedge Anchors Requirements for Shear Loads* 1 ANt710R EMBEDMENT ANCHOR EDGE DISTANCE MIN. EDGE MIN. EDGE DISTANCE WONG MIN. AVOWABLE DLL DEPTH( TYPE REQUIRED TO DISTANCE AT WHICH AT WHICH THE REQUIRED TO SPICA BETWEEN 1 (. (mm) In. (mm) OBTAIN MAX. THE LOAD FACTOR LOAD FACTOR OBTAIN MAL ANCHORS to (nun) WORKING LOAD APPLIED =.60 APPUED = 10 WORKING LOAD LOAD FACTOR In (awl In. (mml tn. (mm1 In. (tuns} APPUED = .40 114 (6.4) 3.118 (28.6) 2 (508) ' 1.5/16 (33.3) - -- 3-15/16 (100 01 2 (50.3) 4 1.15/16 (49.2) 1.35/36 (49.2) 1 (25.4) -• - •- I 3 -718 (9141 1 -13/36 (49.2) 3/3 19,5) 1-1/2 (3511 2.5/8 (6671 3.3M (44.5) - - 5.1/4 (13341 2-5/8 (66_7) 3 ;76.2) WS 3.314 (95.3) 3 (76.21 1 -1/7 QS 1) 1 6 (151.4) 3 (762) 112 112 2-44 (57.13 r 3 3 5/16 (10 2.4/36 (65,1) - - 1 7.7/8 (200.0) 3.15(16 (3040) 4.5/8 (104.81 1,y5,0 5.1(16 (131.8) 3 (79.4) 1 (39.7) 6.3116 (157 , 3 179.41 1 518 (15.9) / 3.314 (69.91 (lot- Dipped 4.13/16 (122.2) 3.1/8 (79.4) ' - 9.518 (2445) i 4.13/36 (122.2) ( 1 5.1/8 (130.211 G4inrttrd 6.7/16 (1633) 3-718 498.01 1.15116 (49.3) 1.11/16 (1953) 1 3.718 19541 3/4 (19.1) 3-114 (82.63 y 5-11/16 (1443) 3-3/4 (95.3) - -- 11 -318 (238.9) I 5.11/36 (144.5) 6.5/8 (168.31 6.5/16 (1603) 5 (127,0) 2-1/7 (633) 9.15716 (252. 5 (1270) lY /.3041.5 13-1/8 (333.4) 64116 (16671 718 (22.2) 3.314 (95.31 6.7116 (16611 4-5/16 (109.5) - - 6-1/4 (15891 or 3-112 (21 6-1/4 (158,8) 1 3.1/8 (79,41 12-1/2 (317.5) 6-1/4 (158.8) 1 (25.4) i 4.114 (108,01 SWW 3165.5, s 7.7/8 (2000) ( 54/8 (130.1) - - 15-3/4 (400.1) 7.7/8 (200-01 1 7.3/8 08733 , 10 -1116 (256.6) [ 7.3/8 (187.3) 3 (93,7) , 14-3/4 (374.7) 7.3/8 (1873) , 1 - 1/4 (312) 1 5 (339)) f 95!8 (2445) ' 6.1/4 (358.8) - - 19-1/4 (489.0) 9-518 524451 ) 8 (203.21 ! .. 11 -7(16 (290.51 ; 8 (203.1) 4 (101,63 16 (406.4) - 8 (203.21 • 5aacr.4 4436 edit ditances tun be vexed by 0.75 vAen 43L1 cls are dated in sildttbra# i eeir1 c...uw 171x13 tmerrdl1t me be med ` 4u q 4esd edge CiwOQS. Trubolt Recommended Spacing and Edge Distance Wedge Anchors Requirements for Tension Loads* ANQ50R EMBEDMENT AN0405 EDGE DISTANCE MIN. ALLOWABLE SPACING REQUIRED MIN. ALLOWABLE DIA. DEPTH TYPE REQUIRED TO EDGE DISTANCE AT 10 OBTAIN MAX. SPACING a VIN1CH In. (mm) In. (mml OBTAIN MAX. WHICH THE LOAD WORAH6 LOAD ENE LOAD FACTOR WORIONG FACTOR A3UED =.65 In. (nun) APPU .70 1/4 (6.4) 1.1/8 (28.6) 2 1508) 1 (25.4) 3 -15/16 (100.0) 2 (50.8) 1.15116 (49.21 3 - 15/16 549.2) s 1 125.41 3.7/8 (98.41 1-15/16 (49.2) 2.1/8 541 1 -81 (41.31 i 13/16 120.61 3 -3/36 581 .0) 1-5/8 (43.3) us 195) 1 - 111 138.1) 2.5/8 (66.71 ( 1 (333) 1 5-1/4 (1314) 2.5/8 16671 3 (7621 ! 3 (76,21 1-1 /2 (33.1) 6 3152,4) 3 (76.2) 4 51016) ) (16.2) 3.1/2 (38.1) 6 1152,4) 3 (76 2) 1)2 (12.7) 2.1/4 (572) 3-15/36 (100.0) 2 (509) 7 -718 (200.0) 3-15116 (100.0) 4118 (104.81 W5(4rboner 3.1/8 (79.4) 1.9/16 (39.7) - 6- 3/16 (15723 3.1/8 (79.4) 6 3524) W54 4-1/7 ( 114.31 , 2 -1/4 1572) 9 (718.61 4.1/2 (114.3) ME 2.314 (69.9) NohOpPed 4.13116 (122.11 2-7/16 (61.9) 95/8 (244.51 4-13/16 (122.21 5.1/8 (130.2) Ga- y 3.7/8 (98.4) 1 -15/16 (492) 7.1116 0953) 3-7/8 (98.4) 7-1/2 19031 5.51 (142.9) 2 -13/16 (71.4) 11 -1/4 035.81 5.5/8 (142,9) 3/4 (1931 3.114 (8714 WW-104 4 S.S 5-11 /16 (144, 1 2 -718 (73.0) 11 -3/8 (288.9) 5.11116 (144,5) 6-5/1 1166.31 5 (1120) jj 2.312 (63.5) 915/16 1252.41 5 (1 17,0) 10 254.0 4' 7.1/1 (190.5) ( 3 -3/4 (95.31 15 (3811) 7.112 (190.5) 78 (22.21 3-314 (45.3) SWW- 31651 6-9/16 1166 : 1 3.5/16 ;84.1) 13-1/8 (333,4) 64716 1 6-1/4 (1589) 5.114 (158.8) 3.118 (79.41 12 -3/2 (311,5) 6.1/4 (158.8) 8 (I03 2) 6 (351,45 3 176I' !!t 12 (304.8) 8 (152.4 1 125.41 14/6 (11 r - 7(4 ( 20001 3 (100.3) 15.3/ (410.1) 1 - 7/8 1240,0) ( 7 (387.3) ' 7.318 x161..33 ! 3 -11316 (93.7) 14.1(4 3374.75 7.318 (187.31 9-3/2 '241.3) 7.113 3101,0) 3 (90,55 14.1/4 (362.0) 7.318 081.03 1.114 (31,8) 5.1i2 (339)) 9-5(8 /244.5) 4-13/16 11222) 19-1/4 (489,0) 1 95/8 (14451 8 52012) 6 (203.2) 1 4 (101.6) 16 (406.4) 8 903.73 • Sd4ir4 ease d.34ices x7143 tv atsdts 67(1;5 sere*, stool4sr cr4ce6 cn suxraa Il 3 4 g4 riddele.. Une4, luecdoialtan ns4r be 1134 fm o4emseduse sdxtng and edge Wm". Combined Shear and Tension Loading -for Trubolt Anchors _ Allowable loads for anchor subjected to combined shear and tension forces nee determined by the following equation: (PII/Pt) (IhNt ) 61 Ps = Applied tension load Vs = Applied shear toad Pt = Allowable tension load Vt = Allowable shear load rriRamset/Red Heal' 1 -800- 899 -7890 41 11/03 HDI -P: Item No.: 00243554 - hilti.com Page 1 of 1 Catalog Anchoring Systems Metal Anchors Internally Threaded Anchors HDI Drop -In Anchor HDI-P Drop -In Anchor NDI - P: Item No.: 00243554 Click to enlarge iTechnical Data - 4 Anchor length 3/4 in. �^ _- M q !Drill bit diameter 1/2 in. Material composition Carbon steel with zinc plating { Metal composition Carbon steel I Base materials Concrete block (solid), Concrete deck (hollow), Stone (1 Additional product Short embedment for pre -cast hollow slabs information - .. - Reliable fastenings in hollow core panels , precast plar Applications slabs Hilti. Outperform. Outlast. Hlltl O 22001t- 2006, Right of of r and programme changes Principality Liechtenstein S.E. & http : / /www.hilti.comiTholcom/ modules /prcat/prca_fuse.jsp ?RANGE OID =10772 4/26/2006 1 -, , TM ', ,' :. IO I Z) \TEL MO1 r T • Iood Nut Driver 1/4" 8018957 4016 SWG 100 1/4 X 1 25 9.38 125 ) 1/4" 8019957 300 SWG 200 1/4 X 2 25 10.00 125 Use #14SVV Nut Driver . for Sidewinders and i 1/2" Rod Sammys 3/8" 8020957 18 SWG 10 1/4 X 1 25 7.50 125 i, 3/8" 8021957 19 SWG 20 1/4 X 2 25 8.75 125 r. Q,. 3/8" 8022925 26 SWG 25- 380 3/8 X 2 -1/2 25 12.81 125% 3/8" 8023925 25 SWG 30 1/4 X 3 25 10.63 125 ii. it lt 3/8" 8050957 39 SWO 10 1/4-14 X 1 25 7.50 125 3/8" 8051957 40 SWD 15 1/4-14 X 1 -1/2 25 9.38 125 • Part #81i4910 Item # 101 3/8" 8052957 41 SWD 20 1/4-14 X 2 25 8.13 125 3/8" 8053957 42 SWD 516 5/16 -18 X 1 -1/4 25 8.75 125 IL 3/8" 8054957 46 SWDR 1 -1/2" 1/4 -20 X 1 -1/2 25 9.06 125 Q. 3/8" 8055957 43 SWDR 1" 1/4-20 X 1 25 8.75 125 ,' ";•, 3/8" 8056957 44 SWDR 516 5/16 -18 X 1 -1/4 25 10.31 125J' 3/8" 8057957 45 SWT 15 12 -24 X 1 -1/2 25 7.81 125 f 1 /4 . 8062957 1900 SW 5/16 X 1- 1/2 25 9.38 Io ncrete i C 200 8 125 3/8" 8061957 65 SWC 20 5/16 X 1 -1/2 25 9.38 125 r;. • Most Items Available in Stainless Steel 1 ! t NEW! ! ! NEW! NEW! NEW! -.NEW! - . k Use with 3/8 " W. NEW. N EW. 'NEW.,' NEW. ,NEW N • Sammy Swivel Head' Approvals .Part # Item # Model Screw Box Weight Case • 17 defledton from vertical Descriptions Qty. (per 125) QV • U.S. Patent No. 6,443 • Accommodates up to 41' 8139957 4702 SH -GST 20 1/4 x 2 25 9.38 125 3 x 12 pitch roof 8140957 4703 SH-GST H-GST 22SS 1/4 x 2 25 9.38 125 • Also available In stainless steel §' 8141957 4704 SH -GST 30 1/4 x 3 25 10.94 125 • Use #14 Nut Driver (blade) * 8142957 4705 SH -GST SOBS 1/4 x 3 25 10.94 125 p * 8137957 4700 SH -DSTR 1 1/4-20 x 1 25 9.38 125 l * 8138957 4701 SH -DSTR 1 - SS 1/4 -20 x 1 25 9.38 125 'Meade R Dire N Patent Pending Steel SAMMY PRESS Box Weight CaSf l G a u 9� i tai APP Ga. �. - rovais Part # item # Model Descriptions Qty. (per 125) Qty. a' Pun L.) . t i 'j 1/4 -20 x 1 -1/8 •: 2 2 20 8150922 500 XP 20 Sammy X -Press 20 25 10.3 125 � � 1/4 -20 x 1 -1/8 25 10.3 125 � 18-16 8153922 503 XP 35 Sammy X -Press 35 Uninstalled m 81 51910 501 XPIT Sammy X - Press It 1 1.02 1 Installation Tool SAMIN - ` (Kit includes: Sleeve. Bit Receiver, Hex Wrench. and 25/64" Drill Bit) �e� REI.1� TM i II 8152910 502 XPDB 25/64" Drill Bit 1 0.14 1 � stalled DIVISION 13 13910 BASIC FIRE SUPPRESSION ATER MIALS & METHODS The following information "' � has been reprinted for .t _ -:,. , FlexHead" industries with ' ComrnerClai the permission of Reed 1 N D U 5 T R 1 E 5 �f �: Somm . '! > Construction Data. Holliston, • MA Connecti Founded in 1992, FlexHead Industries is dedicated to providing safe, leading edge technologies that pro- mote increased installation and maintenance of auto- �, maflc sprinkler systems. Product Description & Applications Fiexhead manufcctures flexible sta steel hose , - assemblies that connect sprinkler heads to the branch � „ , = lines. These systems install in a quarter of the time of . < hard pipe relocated, and spunkier heads can be ecsily ,,,. E , •"- relocated, inspected and maintained. With no rigid '� s � joints between the branch line and the head, the Flew •�� ; : ble connection s Impervious to building motion. even .,a� r , in seismically acnre areas. It remairs completely water r tight even under the mesa rigorous conditions. r ,, , 't,, , With any contractor installed sprinkler head of E , choice, this pressure /leak tested system is avable m 2' 6' (0 -1.8 hose lengths, making it ideal for ila any ' 3 " commercial, i nstitu t i o nal, duct or cleonroom applica ;'_. Lion. In addition FlexHead both minimizes the cost and f s mplifies the labor required to bring unsprinklered build a , ings up to code. It installs in minutes, even in the most restrictive of spaces. Features & Advantages Ex Duct 1: FlexHead sprinkler connect provide engineers, �rlrinkler architects, contractors and building owners with a level t" , , I. of flexibility previously unavailable, including: Connection • Reduced labor costs and callbacks • Expedites retrofitting of buildings with confined spaces Predictable installation - eliminates bidding problems ey 5 • ' and scheduling delays • Fast hack construction for rapid occupancy • Campatble with any FM /UL approved sprinkler head ' , " • 100% leak- tested system • Industrial grade, all welded, no O -ring construction o • Adjustable height and sprinkler alignment! center of ,_ tile uniformity • No additional hangers required , • compatible Ntth BlozeMaster " "" Fie Sprinkler Systems o ,t sr r & > Properties & Pertorma ' ; s !! ,, t • Ail products meet NF 13 Guidelines 4I n sti tu tiO fCi1 • Commercial products are approved for use with ` ° Sprinkl light, medium and hecvy Io ad grids (ASiM C 655 C 636) * , • All products are rated up to 175 or 300 psi (12 or 2067a % , kPa) • All products are internatlanal Building Code compi ( ant for sprinkler installed in seumic design classes C, x ,. D.EandF� r • Commeroial product ng and s FM g approvesum board d and c UL listed for '� suspended ceiliypeiling instal � ,z lotions ae ' a r -r,a Construction, Materials es & Finish }� � ' ; - Every FlexHead sprinkler connection carries complete C _. wi the flexible hose and attachment aracket. a , - 1 -- £; { u spas : x - 6 , g r---i< < ' Construction, Materials & Finishes 3 - - ` „ 8C0-829-6 or 5;8- 893 -9596 Fax 508 893 -6020 I te @ Email: i VIM. flexhea www.f< a ;k of Nov�.v x� P 4': �i ;iigs ^ ,rip. BiozoNlasrer is a reylistered tredar:• , )5 R ±Corutr , crio!i Dan. Ali Rig/ ..:,-,,erV d. *Ei -a BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 r FlexHead Industries, Inc. © ••Flexible design provides versatility for I , " . , changes in floor plan or occupancy approved s• � r � •Compatible with any FM /UL app , L. l sprinkler head ;' : sA, INDUSTRIES ‘ • 100% leak tested system , •Industrial grade, all welded, no 0-ring con i01711YI$rC i - ' struction, uses all stainless steel components 1. Product Name • •Adjustable height and sprinkler alignment/ Spr•nkier ` ,, FlexHead Commercial Sprinkler Connections center -of -tile uniformity �C09tt$Ct " •Rated up to 300 psi (2066 kPa) with no 2. Manufacturer additional hangers required FlexHead Industries, Inc. •Easy friction loss /water pressure caculations 56 Lowland St. •Multiport bracket provides uniformity with any Holliston, MA 01746 suspended or gypsum board ceiling system (800) 829 -6975 •Compatible with BlazeMaster Fire Sprinkler • (508) 893 -9596 Systems : Fax: (508) 893 6020 •Approved for use in suspended ceiling sys�'" t � E -mail: sales @FlexHead.com terns with light, medium and heavy - �,- www.flexhead.com load grids (ASTM C635, 0636) •True -bore 1" (25.4 mm) internal corrugated �; . 3. Product Description hose diameter, which produces friction loss - , max,, y ,, ,_ " ' BASIC USE values similar to hard pipe armovers Suspended ceiling installation FlexHead manufactures flexible stainless steel 'Fully braided hose provides excellent pro - hose assemblies and a bracketing system that tection against pressure surges COMPOSITION & MATERIALS •2003 IBC and SEI /ASCE 7 -02 compliant Every FlexHead connection comes complete connect sprinkler heads to the branch lines. These systems install in a quarter of the time of for sprinklers installed in seismic design with the flexible hose and attachment Brack hard pipe armovers, allowin g ry tested Type 304 stainless steel, The hose nip- p for rapid instal- classes 0 and D /E /F et. Each connection is made from 100% facto - end or relocation of sprinkler heads in sus- - - - -- -- pies are also 304 stainless steel and are fully ended ceilings. welded using a proprietary welding process Each FlexHead unit comes with a mounting ,, f welded 0-rings). d using FlexHead is leak tested to 175 psi bracket and a 1- piece, leak tested sprinkler ki ; ,p n = .._a y (1205 kPa). It has burst pressure of over 2000 drop, The mounting bracket is compatible SYSTEM COMPATIBLE psi (13,780 kPa), with any suspended or gypsum board ceiling system. With any contractor installed sprinkler head ,F� ° �,' ;.� f �''� , k �s� � � � � , � �' � � of choice, this pressure /leak tested system is t . � � � available in 2' 6' (0.6 1.8 m) hose lengths making it ideal for any commercial applica cg �'� ."',�. 1 �� � � ; � � >� �' , � i w lion. In addition, FlexHead both minimizes the ,� , ,e .,. „ - �` y a , ,, " , � cost and simplifies the labor required to bring i� , 4 , unsprinkiered buildings up to code. It installs in x minutes, even in the most restrictive of spaces „ lt.,,,, , , , ,, ,,, , ,, , ..- : , ;',, ,l , , , ,,, , - , :7,,_! , , , ,, , ,,„ 1 ,' �,�, .,s All FlexHead commercial sprinkler conned- ; s ri 0 ' > 6 :."4' tiers are Factory Mutual (FM) approved and ,, - � � , . .� `� FM U �,� 8 UL fisted and are manufactured in an / � � �� °� � � ,'`` � °�� audited facility. :` �5 1 > .” � sir `�� ,�`�- , � � r k r s e Y, > A BENEFITS ,,, w q N .V,;,` , • Reduced labor costs and callbacks . - � , � , � � _ - „, Expedites retrofitting buildings with con- - � ., tea - fined spaces � ' � � ”' ' � � Predictable installation eliminates biddin �T problems and scheduling delays , „ ' % f 3 1 r ' o cc up -hack construction far rabid building � ,� d p Gypsum board ceiling installation g{ n ' BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 . SPEC 0 FlexHead Industries, Inc. The bracket system is made from galva- nized sheet metal and is approved and corn- . ,,,, """ tit , pa for use with light, medium and heavy °, 4 .w, ,T, .,, , ., ,e . , load grids (ASTM 0635, 0636) or gypsum .. ¢ ° ° '° > board ceiling systems. „ 4 SIZES FlexHead is available in 2', 3', 4', 5' or 6' (0.6, 0.9, 1.2, 1,5 or 1.8 m) hose lengths. 4. Technical Data APPLICABLE STANDARDS , - . , -;71,4 American Society of Civil Engineers (ASCE) 4 SEI /ASCE 7-02, Section 9.6 Architectural -" Mechanical, and Electrical Components and �* ' < ,,,,- : s�'�°` .e„K Systems �+ ASTM International , ,v �� • ASTM C635 Standard Specification for the T -a , , ,, . ,„�, Manufacture, Performance, and Testing of = y Metal Suspension Systems for Acoustical Tile . `°" ,. and Lay -in Panel Ceilings Suspended ceiling installation In a confined space ASTM C636 Standard Practice for Installation of Metal Ceiling Suspension Underwriters Laboratories, Inc. (UL) - UL 2443 BUILDING CODES Systems for Acoustical Tile and Lay -In Panels Standard for Flexible Sprinkler Hose with Current data on building code requirements Ceilings & Interior Systems Construction Fittings for Fire Protection Service and product compliance may be obtained from the mar:ufactureris technical support Association (CISCA) PHYSICAL /CHEMICAL PROPERTIES , comply i the • Recommendations for Direct -Hung Acoustical Test reports are available to design proes- a s speeciremialists Installation to llation mu applicau st st focal, state and Tile and Lay In Panel Ceilings, 2002, Seismic sionals upon request. national code jurisdictions. Zones 0 - 2 • Guidelines for Seismic Restraint Direct Hung 5. Installation 6. Availability &Cast Zones 3 and 4 Suspended Ceiling Assemblies, 2002, Seismic PREPARATORY WORK AVAILABILITY Zones :. Installation should only be performed by qual- International Code Council (ICC) l-or information on product availability or to ified and licensed technicians in the fire pro locate an authorized FlexHead distributor, • ICC international Building Code (IBC), 2003 tection field. Consult NFPA, FM, UL and state contact FlexHead Industries, Inc, Sections 803.9 Acoustical Ceiling Systems: and local guidelines prior to installation: 1621 Architectural, Mechanical, and COST Electrical Component Seismic Design METHODS Budget installed cost information may be Requirements; and 1622 Non - building Each FlexHead ceiling sprinkler connection obtained from the manufacturer upon Structural Seismic Design Requirements includes a multiport mounting bracket and a request. •ICC Uniform Building Code (UBC), 1997 - 1- piece, leak tested FlexHead sprinkler drop. Standard 25 -2 Metal Suspension Systems for Attach the bracket to the t -bar ceiling grid; T Warranty Acoustical Tile and for Lay -in Panel Ceilings then attach the FlexHead sprinkler to the sub- FlexHead industries, Inc., warrants that its main. Secure the sprinkler to the bracket. Test products will be free from defects in materials FM Global Technologies LLC (FM) FM installation of sprinkler system for any leaks and workmanship under normal conditions o f Class Number 1637 Approval Standard for per NFPA guidelines, FlexibieSprinkler Hose w /Threaded End Fittings use and service for a period of 1 year from PRECAUTIONS date of sale. The obligation under this warran- National F •NFPA 13 ire Stanandard ion Association (NF PA) the installation:. on of Consult the manufactureris installation instruc- ty is limited to repairing or replacing any prod - with Sprinkler Systems tions for complete installation information, act that is returned € transportation •NFPA 130 Standard for the installation of Failure to follow the cited instructions may charges prepaid within 1 year after the date Sprinkler Systems in One- and two- Family cause personal injury. During maintenance or of original sale and that an examination by Dweilinas and Manufactured Homes inspection of FlexHead product, the facility FlexHead shows to their satisfaction to have •NFPA 137 Standard for the l o f fire protection system must be inactive. Do been defective in materials or workmanship, not attempt relocation or maintenance of under normal conditions of use and Service. up to Sp t o ar and dSystems Including Four Stor ies i Residential Fo Stor ies n s in : Heigght t iehs FlexHead product while fire protections sys- The decision as to whether to repair or to tern is live. 'i a c. ■2 - y 4. C, - spEco BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 FlexHead Industries, Inc. replace any product shall be made by FlexHead Industries, and any repair shall be made at their facility. Contact the manufac- turer for complete limited warranty details. 8. Maintenance Contact the manufacturer for complete rnaintenance information. 9. Technical Services Design assistance and technical support are available upon request from the manufactur- er "s trained staff. 10. Filing Systems MANU- SPEC First Source CAD Additional product information is available from the manufacturer upon request. FFGG /BA/1 'm System Compatible indicates this product has been tested and is monitored on an ongoing basis to assure chemical compatibility with FlowGuard Golder''. BiazeMaster and Corzan'r^ pipe and fittings rj 4eFI G r S el e r "� r "Gtr /,� J, .v�ua d Goici'�° E. z b ?c,t r and Corzanr are registered trademarks of Noveon IP Holdings Corp. Bulletin 136 Rev.M Model F ._6 Model F1 FR Recessed Quick Response cn Sprinklers —K cojj Model F1FR Sprinkler Types Standard Upright ^; Standard Pendent _ 43a,; Conventional � ��' Vertical Sidewall i Horizontal Sidewall *,: - HSW 1 Deflector Model F1FR Recessed Sprinkler Types Recessed Pendent upright Pendent Recessed Horizontal Sidewall - HSW 1 Deflector ,, , .. , Listings & Approvals _ f 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM A -, t 4. Loss Prevention Council (LPC, UK) _x � 5. NYC BS &A No. 587 -75 -SA .. 6. Meets MIL- S -901C and MIL -STD 167 -1 ---*, 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258 -93 -E Conventional UL Listing Category Vertical Sidewall Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number r Patents: US Patent No 6,374,920 Applies to ', 47 Model F1 FR Vertical Sidewall Sprinklers. : - Product Description Horizontal Sidewall Recessed Pendent p HSW 1 Deflector (Model FP Shown) I Reliable Models F1FR and F1FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. pands, forcing the bubble smaller and smaller as the liquid The Models F1FR and F1FR Recessed automatic sprinklers pressure increases. Continued heating forces the liquid to utilize a 3.0 mm frangible glass bulb. These sprinklers have push out against the bulb, causing the glass to shatter, demonstrated response times in laboratory tests which are opening the waterway and allowing the deflector to distrib- five to ten times faster than standard response sprinklers. This ute the discharging water. quick response enables the Model F1 FR and F1FR Recessed sprinklers to apply water to a fire much faster than standard Application sprinklers of the same temperature rating. Quick response sprinklers are used in fixed fire protec- The glass bulb consists of an accurately controlled amount tion systems: Wet, Dry, Deluge or Preaction. Care must be of special fluid hermetically sealed inside a precisely menu- exercised that the orifice size, temperature rating, deflector factured glass capsule. This glass bulb is specially con- style and sprinkler type are in accordance with the latest structed to provide fast thermal response. The balance of published standards of the National Fire Protection Asso- parts are made of brass, copper and beryllium nickel. ciation or the approving Authority Having Jurisdiction. At normal temperatures, the glass bulb contains the fluid Quick response sprinklers are intended for installation as in both the liquid and vapor phases. The vapor phase can specified in NFPA 13. Quick response sprinklers and stan- be seen as a small bubble. As heat is applied, the liquid ex- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 • Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: %id& D Sprinkler Wrench Installation Data: Sprinkler Type K Factor I I Sprinkler Identification I Standard-UPright (SSU) and Pendent (SSP) Sprinkler ' APPrOVal 1 Height 1 Organization i Number (SIN) Deflectors Marked to Indicate Position US 1 Metric SSU SSP ..• • 1 / (15mm) Standard Orifice witi fp" NPT (R,Y2)Tnread 5.6 1 80 2.2" (56mm) 1 1,2,3,4,5,6,7 1 R3625 R3615 1 (20mm) Large Orifice with y NpriEt ......... ...._ 8.0 1_ 115 2.58mm) 1 1,24,7,8 I 93622 R3612 X," (17mm) Small Orifice with X" NPT (R) Thread 4.2 I 60 22' (56mm) I 1.2,8 I R3623 R3613 I (iamm) Small Orifice with X_" NPT (R,V2) Thread 2.8 , 40 2.2' (56mm) I 12,8 I R3621 R3611 I t 10mm Orifice XLH with FK" Thread 4.2 I 60 56mrn 1 4,6,7 ‘ R3624 R3614 ..... _ ._ __, . Conventional-install in Upright or Pendent Position I I i 10mm Orifice XLH with RX 115mm Standard Orifice with y," NPT (FIX) Thread 5.6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3 4" NPT (R3A)Thread 4.2 I 60 I 8.0 I 115 56mm R3674 58mm 1 1 4,7 i . : • . , . R3672 . ------7-------, .,....„,,. •,,,N.::;;4,:.:1=KFRT i :j ,.., '.;.4 tw.: 4:: ,,11,.i.., "4•,:':11:;=E14 . - Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler I Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: 1 K „ I Sprinkler Identificat Nominal Thread Factor Sprinkler 1 Approval '1 ion — i Height Organizations ' Number (SIN) Orifice Size US 1 Metric _y>" (RY2) 5 --i .6 ' • 80 ) 2.2' (56mm 12,3,4,5 .--- . ,7.8 1 R3615 I , - YPrnm) y," NPT (RN) 8.0 I 115 , 2.3" (58mm) 1 12,3,8 R3612 —i 4.2 (56mm) I 12,8 R3613 I .-i -- 1 Y (10mm) ;4" NPT (Rh) 2.8 i 40 2.2" (56mm) -- I 1,2,8 R3611 •• 10mm Rrs 4.2 60 56mm 1 4.7 • . R3614 (I) Refer to escutcheon data table for approvals and dirnensions. 2 ,,,,,, HOU" iN r.Z1L7Nf.. 1 7 7.5/76." G. •••• 2 5/76 EAA. 18.7 c 7/z RED7:77£7? RA2P; CNN ;AR ir I ---- .-- 7 - ''' 1 _.,- uNrt: 174:Hr i 1 :.-•' 1 : At;•thrST SFY,NA LER 1 , . i •‘-'..,--'7,-,7.1: 1 1 ( I .1--?:?§...411 1 1 1_ 1_11 17 : 1 1-- •• ""— ' ' ' ---77 AD,:us;ww , • ) /1 D:41/ : i FAC E Ok ' E77 TM: ' ; 1 ' 4 ' , 1 . ,,, r.,, ..r., ,t, F2. Fsr;,rc,,c:rx, r 7,y=1,77 ; 71A ,v ; . 1:7,11::::7?.., (7) PErt7 7- FP M:UTC rAl T4 rAe.i. E ,7,17.7ri7 AAppc,■AL 5 ,v,c: D 5 2. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: • K Factor Approval Sprinkler Nominal Thread Sprinkler ' Identification Orifice Size VS Metric Height i Organizations Number (SIN) • y % NPT (RY) 1 5.6 I 80 2.2" (56mm) I 1, 2, 3, 6: 8 R3685 15mm �. iz" NPT (R'iz) I 5.6 I 80 2.2" (56mm) i 4 t • (i) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling ' Q Dimension (Min. - Max.) Upright 4" - t ?." (102mm - 305mm) 0 til , Pendent 6" 1 2" (152mm 305mm) Vertical Sidewall 1 US Patent No. 6,374,920 Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizadons i Sprinkler • K Factor and Type of Approval p • • • • Sprinkler Identification Nominal Thread US Metric Length Light Ordinary Number (SIN) i i Orifice Size 9 Hazard I Hazard y2' (15mm) }2" NPT(R') 5.6 80 2.63 (67mm) 1 1 1,2.5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. J ' >, ,,,,,, , ,44,- 4. i re ' 07 . ' ' ' rA(7/7 Of r7 IC• - -- :-.• 0.-1 , z " ' r 5i .,,n, 1 J '�r.r_l 1;r ;...., AAA:titV,4 .$4044 riZo t )r^ J Grr n 4 1 {t.- ....en Horizontal Sidewall 4g 2t ' pall r 1 l T 6 j l 1 F . . ,,.., ) L ,`.: 1 . 1i p 11 ;-;: I OR :. li1C_ 444 ' A in.5. 3. - Installation Quick response sprinklers are intended for installation as cleaning cleanin tie vacuming. Remove any sprinkler which has been fluids. Remove dust by using a soft brush or gen specified in NFPA 13. Quick response sprinklers and stan- painted (other than factory applied) or damaged in any dard response sprinklers should not be intseSp�nkl� are to way. A stock of spare sprinklers should be maintained to The Model F1FR Recessed Quick Response r allow ulck replacement of damaged or operated sprin- be installed as shown. The Model F1 or F2 Escutcheons ilius- klers. Prior to installation: sprinklers should be maintained trated are the only recessed escutcheons to be used with the cartons and packaging until used to mini - Model Fl FR Sprinklers. The use of any other recessed escutch- in the original ch- mite to ca t for damage t packaging sprinklers il that would eon will void all approvals and negate all warranties. cause improper operation or non - operation. When installing Model F1 FR Sprinklers, use the Model D Sprin kler Wrench. When installing Model F1FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any Sprinkler Types other type of wrench may damage these sprinklers. Standard Upright Glass bulb sprinklers have orange bulb protectors to minimize Standard Pendent bulb damage during shipping, handling and installation. RE- Conventional MOVE THIS PROTECTION AT THE TIME THE SPRINKLER idewall (Vertical, Horizontal HSW1) SYSTEM IS PLACED IN SERVICE FOR FIRE P R O e�he bulb vul- Recessed Pendent moval of the protectors before this time may nerable to damage. RASCO wrenches are designed to install Recessed Horizontal Sidewall HSW1 sprinklers when covers are in place. REMOVE PROTECTORS m al BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS Finishes TO REMOVE THE PROTECTORS. "`a sF�nirere Escutcheon B ronze 'Brass Temperature Ratings p B e Plated ` Chrome Plated Sprinkler Max. Ambient i Bulb White Polyeste Coated W hite Painted ts) i °C °F Classification Temperature-- Temp. Color _____ --- -- S • = ial • • • lication Finishes Ordinary I 57 135 100'F (38"O) l Red Sprinkler Escutcheon i 155 i 100"'F (38'C) Bri ht Brass intermediate j 9 terme I 79 175 I 150°F (66°C) i Yellow Bright Brass g' ntermediate I 99 3 200 I 150'=F (66^C) I Black Plated Green ! Black Plated High (1) i 141 286 i 225'F (10TC) I BIB Black Paint I Black Paint Off White Off White ( ' ) Not available for recessed sprinklers. Satin Chrome ;Satin Chrome Escutcheon Data (it Other finishes and colors are available on special order. i ,• Fac i n9 Consult the factory for details. i Esc t AtQustrner�t Dimension fuCei<ir�a ( FM Approvals is limited to bronze and brass, chrome or black i mow WaA CIS plated finishes only. ty „ ,�, e ' ( FP Push-on/Thread-off escutcheon F1 1 ,2,4,8 ; Max Recess (38.1 mm) Xi,"' Recess !," (5mm- 24rtzm) 19.1 rnm) ...___..__.._.-___-_ Ordering Information � ._ r _._ - -- 1 Y " F2 Specify: Max Recess (38.1 mm) X: 'Y4' 1. S Specify: r Model 1.2.3 ! Min Recess j a " (5mm 17mm) p rinkler T e 24mm1_ 2. Sp yp • 1,2 I Max Recessed 1 75' 1)'"(38.1mm) 3. Orifice Size FP L_1 mm.L......._..._......_ ...._...._..— or Type rush -on/ - - - _._.. - - - -- 4. Deflect 4 r n 1" (25.4rnm) 5. Temperature Rating I Thread -oft 1,2 L Min Recessed 24mm1 ...... - __._. - - - -- - 6. Sprinkler Finish No Dimensions{ Figure for FP 7. Escutcheon Type Maintenance 8. Escutcheon Finish (where applicable) The Models F1FR and F1FR Recessed Sp rinklers should be inspected quarterly NFPA 25. sprinkler not clean or the sprinklers and esc tcheo d nssarinklers are are packaged maintained in accordance arately. sprinklers with soap and water, ammonia or any other se p The equipment presented in this bulletin is and also li ed in a pro accordanc ens of with th er l ,atent pe t e s t St ndard es eeaeoeaappe Protection Association, Factory Mutual Research Corporation, or other similar organizations Products manufactured and distributed by Reliable have been protecting life and property to over 80 years. and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the :United States, Canada and foreign countries. /' '.i/ RecYClec Manufac by Pa °`' 6 ''''' .. 'll The Reliable Automatic Sprinkler Co., Inc. (800)431 -1588 Sales Offices (800)848-6051 Sales Fax Revision :fines indicate updated or new data (914)668 -3470 Corporate Offices £G. ?`intEd fir. U.S.A. ?;Cd PrN£?4997CG27 t ti . N W . ! P , 1 3 bIP.So rl'1 k1 P, r corn Address . Model GFR Quick Response Upright, Pen dent& Con ven tional Sprin klers _ ' !"., Vj I f +*. V..t' .. ' 1 . +�.,'it ! ,r Cis , { "F € .. p Upright Pendent Conventional Small Ori fice Upright Instal lation Wrench: Model D Sprin kler Wrench Installation Data Sprinkler Identification Nom i nal K Factor Number (SIN) Sprinkler Type US 1 Metric Sprinkler Height Approvals SSU SSP Standard - Upright(SSU) and Pen dent (SSP) Deflectors Marked to Indicate Position Y2 "(15mm) Stan dard Orifice with Y2 "NPT(RY2) Thread 5.6 80 2% (73mm) 1,2,3,6,7 R3125 R3115 / "(11mm) Small Ori face with 1/2" NPT (RY2) Thread (11mm) 4.2 60 34" (81mm) 1,2,3,7 R3123 R3113 38 " (10mm) Small Or i fice with Y2" N PT (RY2) Thread (10mm) 2.8 40 3A" (81 mm) 1,2,3,7 R3121 R3111 10mmOri fice XLH with RX Thread 4.2 60 73mm R3124 R3114 17 sz" (20mm) Large Orifice with 3/4" N PT(R /a) Thread 8.0 115 2 (77mm) 1,2,3,7 R3127 R3117 Con ven tional - Install in Up rightor Pen dent Po si tion 10mmOri fice XLH with R Thread 4.2 60 73mm R3174 15mm Stan dard Ori fice with l/2" NPT (R /) Thread 5.6 80 73mm R3175 Model G FRQuick Re sponse Up right & Pen dent In ter me di ate Level Sprin klers 4 -1/2' Ob. 4 -1/2' ab- (t ?4 mj y q � � �� rl r�sar►nV Log* t d t>rraa To An Aaaarnbbd At hatollallan SPIV •o• b' Y Sided ci im 11111 3-7/18" (87.7mmJ $. Nog f7JAmm) SprkAder _ - Upright Pendent InstallationWrench: Model D Sprin kler Wrench Installation D ata Sprinkler Identification Nom i nal K Factor Number (SIN) SprinklerType US Metric Sprinkler Height Approvals SSU S P Stan dard Up right (SSU) and Pen dent (SSP) De flec tors Marked to In di cate Po si tion Y2"( 15mm) StandardOrificewith /2 "NPT(RY)Thread 5.6 8J 2/6 "(73mm) 1,2,3,7 R3195 R3115 1 / 332 " (20mm) Large Or i fice with 3 /a" NPT(R /<) Thread 8.0 115 21' (77mm) 1,2,3,7 R3197 R3117 NOTE —The protec tive shield must be as sem bled in the field per the as sem bly draw ings. 2. Model GFR Quick Response Horizontal SidewallSprinkler Deflector: HSW1 Installation Wrench: Model D Sprin kier Wrench InstallationData Approval Or anization Sprinkler ,- NominaiK Factor n Tvpe of Ap proval Ident. t14. z a rA,, Nominal 7 — 3 2, , 1, Sprinkler Light Ordinary Number Orifice Thread Size US Metric Height Hazard rd (SIN) /z" (15mm) Y2" NPT (R 5.6 80 3/,6" (84mm) R3135 / (11mm) 1 /2" " NPT (R' /z) 4.2 60 3/6" (84mm) 1, — R3131 %" (10mm) /z" NPT (R1) 2.8 41 33'+6" (84mm) 1,2,3,7 — R3137 7 (20mm) 3 /4 "NPT (RYz) 8.2 119 3/6" (84mm) 1,2,3,7 m Identified by pintle extend ing above de flee tor. Model GFR Quick Response Recessed PendentSprinklers Installation Wrench: Model GFR1 Sprin kier Wrench Installation Data NominalK Sprinkler Factor 4.2 60 (73mm) Identification wm • Em. Spright rovals Number(SIN) Sprin kler Type US Metric Height APP �� °a� with W NPT (RYz) Thread 73mm) 1,2,3,7 R3115 war °:. ' /i'(15mm)StandardOrifice 5.6 80 2/6 ( _ _ I R3 113 7 � 1,2,3,7 �/.4 1 .,,,, ' jai 46 GM" /16 "(11mm) Orificewith 4.2 60 3 i( 6 ( 81mm) i ar+aM Y8" NPT (R Thread 3 1 2 3 7 R3111 -� "(10mm) SmallOrificewith 2.8 40 3�(6 (81mm) ° �' fr y 'K' NPT (RYz) Thread — R3174 ��� 10mmO A L Thread On ficeXLH with I% 5 (75mm) 1,2,3,7 R3117 n � {'(20mm) Large Orifice 8.0 115 2/(6 !A with'/'( NPT (R Thread (') Refer to es cutch eon data to ble for spe cific es cutch eon ap prov als and di men sions. Model GFR Quick Response Recessed Horizontal SidewallSprinklers Deflector: HSW1 Installation Wrench: Model GFR1 Sprin kler Wrench Installation Data Ap proval NominalK Organization"' Sprinkler Thread pe Ap rov Factor Ty of pal Identification fi Nominal Size Sprinkler Light Ordinary Number f '`t ref..* r 10 u g: IS %so., ems. shmi Orifice NPT US Metric Height Hazard Hazard SIN ov ` � _ � Yz "(15mm) '/z "(RYz) 5.6 81.0 M6 (84mm) 1,2,3,7 1,2,3,7 R3135 x ,1.1 Dm WNW /6 "(11mm) 1 /2"(R 1 /2) 4.2 61.0 9 (84mm) 1,2,3,7 — R3133 7 r ^ R� 1,2,3,7 R3131 ,err. �f� ---� - ? o r ; , . Ja' (10mm) '/z "(R'/z) 2.8 40.6 3$4' ' ( 84mm ) Off j )-{ : 2" (20mm) 3 /4 "R' /z) 8.0 118.2 36 "(84mm) 1,2,3,7 — R3137 no sons fr "' -- i 6- "' Refertoes cutch eon data [ able for specifices cutch eon ap prov als and di men sio avIMI 3. Bulletin 131 Rev. H m Mode GFR c ® ci ® Model GFR Recessed . Quick Response Sprinklers . _ Model GFR Sprinkler Types UL ListingCategory p Sprin klers, Auto matic & Open Stan dard U p right Quick Re sponse Sprin kler Standard Pen dent UL Guide Number Horizontal Sidewall VNIV HSW1 Deflector Product Description Reliable Models GFR and GFR Recessed Sprinklers are Intermediate Level Upright Quick Response fus ible sol der type auto matic sprin klers. Intermediate Level Pendent These sprin klers have dem on strated re sponsetimes in lab o ra tory tests which are five times faster than stan dard Conventional re sponse sprin klers. This quick response enables the Models GFR and G Model GFR Recessed faster han dard klers esponse sprinklers to of the same Sprinkler Types temperaturerating. Recessed Pendent Application Recessed Horizontal Sidewall Quick re sponse sprin klers are used in fixed fire pro tec- tion systems: Wet, Dry, De luge or Preaction. Care must HSW1 Deflector be ex er cised thatthe or ifice size, tem per a ture rating, de- Approvals flec tor style and sprin kler spac ing are in ac cor dancewith 1. Un der writers Lab o ra tories, Inc. (UL) the latest pub lished stan dards ofthe Na tional Fire Pro tee 2. Underwriters' Lab o ra tories of Can ada (U LC) tionAssociationortheapproving Author ity Hay ingJuris- 3. NYC BS &A No. 587 -75 -SA diction. Quick response sprinklers are intended for 6. MIL- S -901C and MIL- STD -167 -1 standard area cover age and stan dard wa ter den si ties as 7. NYC MEA 258 -93 -E specified in NFPA 13. Quick response sprinklers and stan dard re sponse sprin klers should not be in ter mixed. gi i f?' lt i !" ''. ' , k - N . 01 a� . . .a - V rZ ' ., a : k s Upright Pendent Intermediate Intermediate Small Orifice Upright Level Pen dent Level Up right s �- a� ( ,r ♦ ,/ Conventional HorizontalSidewall Recessed . Recessed Pendent HSW 1 Deflector Horizontal Sidewall HSW 1 Deflector TheReliableAutomaticSprinklerCo., Inc. 525 North MacQuesten Park way, Mount Vernon, New York 10552 Model GFR & GFR Re cessed Quick Re sponse Sprin klers Installation Finishes " "' Quick re sponse sprin klers are in tended for stan dard area StandardFinishes coverage and standard water densities as specified in Sprinkler Escutcheon NFPA -'3. Quick response sprinklers and standard re Bronze Brass sponse sprin klers should not be in ter mixed. • Chrome Plated _ Chrome Plated The Model GFR Re cessed Quick Re sponse Sprin kler is to Special Application Fin ishes be in stalled as shown. The Model F1 or F2 Es cutch eons il- Sprinkler Escutcheon lustrated are the only recessed escutcheons to be used with the Model GFR Pen dent or Hor i zon tai Side wall S ran Bright Brass Bright Brass p Black Plated Chrome Plated klers. The use of any other re cessed es cutch eon will void Satin Chrome _ Satin Chrome all ap prov als as a quick re sponse sprin kler and ne gate all "' Other fin fishes and col ors are avail able, con suit fac tory for de tails warranties. m All sprin klers have black painted sol der links When installing Model GFR Sprinklers, use the Model 0 Sprinkler Wrench and when installing Model GFR Re- Temperature Ratings cessed Sprin klers, use the Model GFR1 Sprin kler Wrench. Sprinkler Maximum Ambient Any other type of wrench may cause sprin kler dam age. Rating Tem erature Classification g p Maintenance °F °C °F °C The Models GFR and GFRRe cessed Sprin klers should be Ordina 165 74 100 38 in spected quarterly and the sprin kler system maintained in ry 212 100 150 66 accordance with NFPA 25. Do not clean the sprinklers with soap and wa ter, am mo nia or any other clean ing flu ids. Re move any dust us ing a soft brush or gen tle vac u um ing. Escutcheon Data Re move any sprin kler which has been painted (other than Face of Fitting fac tory ap plied) or dam aged in any way. A stock of spare Escutcheon Approvals Adjustment To Ceil ing or sprinklers should be maintained to allow quick replace- Model pp Wall Dimension mentof dam aged oroperated sprin klers. Prior to instal F1 1,2,3 x" (19mm) xs - S fi (5mm -24mm) tion, sprin klers should be maintained in the original cartons F2 1,2,3, y," (13mm) A" -IA" (5mm -18mm) and pack ag ing un til used. This min i mizes the po ten tial for damageresulting in im properoperation or non-operation. Ordering Information: Specify 1. Sprin kler model 2. Sprin kler type 3. Or i fice size 4. Tem peraturerating 5. Sprin kler fin ish 6. Es cutch eon type 7. Es cutch eon finish (where ap pli ca ble) Note: When Re cessed Model GFR/F1 or F2 are or dered, sprin kler and es cutch eon are packaged sep a rately. Sprinkler Types Standard Upright Standard Pendent Sidewall — HorizontalHSW1 Deflector Conventional Recessed — Pen dent — Hari zon tal Side wall HSW 1 Deflector Intermediate Level — Up right — Pen dent The equipment pre sented in this bul le tin is to be in stalled in ac cor dance with the Iat est per ti nent Stan dardsofthe National Fire Pro tec tion As so ci a tion, FactoryMutual Re searc hCorporation,or other sim i lar or ga ni za [ions and also with the pro vi sions of gov ern men tal codes or or dinanceswhen ever ap pli ca ble. Prod ucts man u fac tured and distributed by Re li able have been protecting life and prop ert for over 80 years, and are in stalled and ser viced by the most highly qual i fied and rep u ta blespnnkler con Vac tors to cated through out the United States, Can ada and foreign coun tries. Manufa by__ _ ® Recyclea n�i The Re li able Au to matic Sprin klerCo., Inc. Pa per bit (800) 431 -1588 Sales Offices (800) 6 8- 470 Sales Fax Revisionlinesindicateupdatedornewdata (914) 668 3470 Cor po rate Of faces 1 www. reliablesprinkler.com Internet Ad dress EG. Printed in U.S.A. 7/02 P/N9999970024 1. a h,x ra a, ,s 5 p,: *,,va . x1 , £ � m oM p , a o `-IPS CARBONfSTEEL " PIPE FIRE PROTECTION y �� � J �k x , � 40.'.113:r!: lato a mg 5„�� K f 3` "'. `' 34 s.�dk g �� , ; ,"< v _ :.,. ti is r1.. ? n �., �.�1itaii - k _.,. T:. .. ... •_ ...,,.1 ;%.ter . i'F. „r", „*", ...c ma�"�. � _ C F ._, ..i,^ -.,.ri3 F. Zr'rf` ` . VICTAULI%'" IS AN I3.0900 GEnr €PIES COMPA4Y Series 705W FireLockw Butterfly Valve with weatherproof actuator for 300 psi service PRODUCT DESCRIPTION The Series 705W butterfly valve features a weatherproof actuator housing approved for indoor or outdoor use. It has a ductile iron body and disc with EPUM disc coating. The body is coated with a heat fused @7 polypheny'lene sulfide blend to meet FM requirements and the new coating requirements for the 5th 7h ; ��� t edition of 00_•1091. For fire protection services, Series 705W valve is UL Listed and FM Approved for Altril, 300 psi (2065 kPa) service. Flow performance exceeds UL Specification 1091 and FM Approval Standard t 1 ,2. , . Pagellttil Weatherproof Actuator " Supervisory switches that monitor the valve in the fully open position for valves are available 2 12" (73,0 - 323.9 mm) pre -wired (PW). it 2111 - "Sizes Supply -side Tap Series 705W valves are available with a 'J4" NPT supply side tap designed to allow direct water supply � ..,....o.thoo, connection to Victaulic FireLock actuated fire protection valves. See separate drawings below. This is an optional feature and must be clearly noted on all orders. Contact Victaulic for additional information on M, tapped valves. 8.12" Sizes ® See Victaulic publication 10.01 for details. DIMENSIONS -►I I u I _57 . Dia. .1 it 7. ! `a il • • � S uoDiy Yap I� ' i G ,' .__ * 1 I t k . ; _, ICAI, l mail 1 F .71 _,4 , E. _, 4 ,_ 1 (_E ►I P !..__ H ). A A - I. Series 705W Series 705W with Tap Valve Size Dimensions - Incheslmilllmeters Nominal Actual Aprx. Diameter Out. Dia. E to E Hgt. Wgt. Ea. Inches\mm Inches/aim A B C 0 E F G H J K 1 0 M N P Lbsikg 2 2.875 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.44 0.60 1.03 9.1 65 73 96 240 46 100 - 73 177 138 178 25 59 114 37 15 26 4.1 3.0. 9.80 1.40 3.92 - 2.88 6 7 5 7.02 0.97 4 1350 0.60 9.1 76. :11111 7 6 3 .1 96 77 249 a 100 - 73 7 5.4 133 173 25 2.31 59 33 , t 5 1 2.03 26 4,1 3 3.500 3.77 10.48 2.14 4.22 0.08 3.50 7.61 5.45 7.33 0.97 2.31 4.50 1.75 0.00' 0.80 9.8 80 88 96 266 54 107 2 89 193 136 186 25 59 114 45 0 20 1,4 4 4.500 4.63 11.89 2.71 5.09 0.07 6.01 9.05 5.45 8.59 0.97 2.79 4.50 2.60 0.73 1.22 15.3 100 114,3 118 302 69 129 2 153 230 138 213 25 71 114 66 19 31 6,9 5.500 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3. 1 92 4.50 - - - 20.0 139.7 rru 149 32 7 9 143 11 153 2 138 218 25 100 114 - - - 9.1 5 5.563 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - - 20.0 125 141,3 149 326 79 143 11 153 253 138 213 25 100 114 - - - 9,1 6.500 5.88 13.74 3.61 6.06 1.00 7.33 10.02 5.45 9.05 0.97 3.96 4.50 3.25 1.25 1.50 25.0 165.1 mm 165,1 149 349 92 154 25 183 277 138 230 25 101 114 33 32 38 11,3 6 6.625 5.88 13.74 3.61 6.06 1 .00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.32 1.25 1.50 25.0 150 168.3 149 349 92 1E4 25 133 277 138 230 25 101 114 84 32 38 11.3 8 8.625 5.33 16.92 4.88 7.94 1.27 10.20 14.06 8.28 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 2Cr:) 219,1 135 30 124 202 32 2.59 37 210 338 52 66 152 130 5 23 23,6 Table continued on page 2. See notes on page 2. 0 REGISTERED 1 .14085ARK OF 9)0133LIC - m COPYRIGHT 2044 1018406 - PRiN ED IN 3.3.4 244E REV 0 Viet:Julio Company 01 America • � . ': 8r C (1.800-742-5842) Fax: 610 ..250 -88 • .ma 1: e ; :p rkv r• ©-oirfauliC com Phone: - JC -PI K -Vl� . �; ViCtauiir, Company of Canada • i' "a1::: 905 - 884 ;`a44 • Fa; 905- 884-9774 • e -mail: vuanatlAvii �!liic.canl Victaulic Europe • Phone: 32-9 - 381 -1501) • Fix: 32- -9.380 -4438 • e- 941: vicetiro@victatilic.be Victaulic America Latina • Phone: 610-559.3 • Fax: 610 -559 -3608 • e:. -mail: vica'_ vic aJl e.c n ® S U 1® C 5 vicap@vimaiic.com . Pacific ....:: 85.6235-S035 • g . � -n 'vic , ;ir.,'aui rr dL`<:.t:a;,.asr, t a�,u,: • Phone: • !'az ii5 2 35 -053 - a ,;;,, C.C^ ;1 ai'8 DIMENSIONS - -► II 1 - I � ;��� D 4 I, w B fi 1 ' a " NfT .h :r - ■ \ 5 ' . -, G B -N . D • • s� oaiy.rap i I ii � 1 ' i . • : 1 1 E Fij t- - • 1 :i F . 7 j -0.1 t E � _ J s L ►i :FM I . - P a - ..- H ► A 1L- A -► Series 705W Series 705W with Tap Valve Size Dimensions - Inches/millimeters Nominal Actual Aprx. Diameter Out. Dia. E to E Hgt. Wgt. Ea. Inches\mm Inches/1nm A B C D E F G H J K L 0 M N P Lbslkg 10 t 10.750 6.40 19.14 5.84 8.69 1.72 12.20 15.77 10.09 16.19 2.05 3.20 9.00 - - - 80.0 250 273.0 163 486 148 221 14 310 400 256 411 52 81 229 - - ._ 36.3 12 .$ 1 12 750 6.50 21.54 7.04 10.00 2.66 14.25 18.28 10.09 17.22 2.05 3.25 9.00 - • - - 102 0 3(9) 323,9 165 647 179 254 68 362 164 256 437 52 83 229 - - ... 46,3 " On centerline. $ Contact Victaulic Company of Canada for ULC Listings. 1. To prevent rotation of valves, it is recommended that Series 705W be installed wish V Style 07 Zero- Flex*. Style. 005 FireLock or Style HP-70 Rigid Couplings. If Victaui c flexible couplings are used, additional support may be required. 2. Valve must not be installed with disc in ful, open position. Disc must be party closed so that no part is protruding beyond end of valve body. 3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only Not permitted for use with plain end (IPS) pipe. 4. Series 705W valves are designed for ambient weather conditions as opposed to submersible. service. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A -536, coated with polyphenylene sulfide blend. Disc: Ductile iron conforming to ASTM A -536, various grades, EPDM coated. Disc Coating: • Grade "E EPDM EPDM (Green color code). Temperature range -30 °F to +230 °F ( -34 °C to +110`C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86 °F ( +30 °C) and hot +180 °F ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Stem Bearings: Teflon impregnated fiberglass with stainless steel backing. Stem Bearing Nuts: Type 416 Stainless Steel. Tap Plug: Carbon steel, plated. 0-Ring: EPDM Bracket: Carbon steel, painted. Actuator: • 2 - 6" (65 - 150 mm): Bronze traveling nut on a steel lead screw. in a steel housing. • 8 - 12" (200 - 300 mm): Steel worm and cast iron quadrant gear, in a cast iron housing. 2 Series 705W FireLock Butterfly Valve 1.1 PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705W in equivalent feet/meters of straight pipe. Valve Size Valve Size Actual Actual Nominal Outside Equiv. Nominal Outside Equiv. Diameter Diameter Feet/m Diameter Diameter Feet/m Inchesimm Inches/mm of Pipe Inches/1nm inchesrmm of Pipe 2Vz 2.875 5 6.500 8 65 73.0 1,6 165 mm 165.1 2. 5 76,1 rm1 3.000 5 6 6.625 8 761 1.6 150 168,3 2,5 3 3.500 5 8 8.625 11 80 88,9 16 200 219.1 3.4 4 4.500 12 10 10.750 12 100 114,3 3,7 250 273 3.7 139, mm m 5.500 . _ 12 12.750 14 139.7 3 7 3 323,9 5 5.563 12 125 141,3 3.7 Cv Values Cv values for flow of water at +60'F (+16°C) with a fully open valve are shown in the table below. For additional details contact Victaulic. Formulas for CV Values: AP = O'- Where: Cr 2 0 = Flow (GPI) Cv = Flow Coefficient Q = C x ,,F1P AP = Pressure Drop (PSI) • Valve Size Valve Size Valve Size Actual Actual Actual Nominal Outside Nominal Outside Nominal Outside Diameter Diameter Cv Diameter Diameter Cv Diameter Diameter Cv Inches/rum Inches/mm (Full Open) Inches/mm Inches/mm (Full Open) Inches/mm Inches/1nm (Full Open) 2V2 2.875 5.500 8 8.625 65 73.0 325 139 mm t3:)' 1150 200 219,1 3400 3.000 " 5 5.563 10 10.750 76,1 rnm 76.1 325 125 141,3 1150 250 273 5750 3 3.500 6.500 12 12 750 90 i32 . g 482 165 mm 165,1 1850 sOG 327,9 8300 4 4.500 6 6.625 100 114.3 600 150 168.3 1850 Series 705W FireLock' Butterfly Valve 3 e1 SWITCH AND WIRING Supervisory Switch 2 - 12" (65 - 300 mm) sizes: Series 705W PW — Two, single pole, double throw, pre -wired switches. Switches are rated 10A @ 125 or 250 VAC 60 Hz and 0.25A @ 250 VDC, 0.50A @ 125 VDC, 2.6A @ 24 VDC Supervisory Switch Wiring A. Pre -wired Switches (1) Switches Supervise Open Valve (2) One switch has two #18 MTW wires per terminal. Permits complete supervision of leads (see diagrams below). Second switch has one #18tv1TW wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations such as an indicating light and an audible alarm in the area at the valve installation. Switch #1 81 Switch #2 S2 Normally Closed:(2) Slue 5 Normally Open: (2) Brown Common: (2) Yellow Normally Closed: Blue with Stripe s Normally Open: Brown with Stripe Common: Yellow with Stripe (3) A ground lead, #14MTW is provided (green) UL LISTED JUNCTION BOX - CONDUIT e w e // '` - NPT I ®1 CONDUIT CONNECTORS 1 ■ WIRE NUTS CONTROL .W0. OP Kal naA*oR SUPEFIVISORY amour aw G w� *wesourrr: O e NOTE: Connecting to Common Terminals (Yellow S t and Yellow with Orange Stripe - S2), and Normally Closed Terminals (Blue S1 and Blue with Orange Stripe - S2); e.g., indicator light and alarm stays on until valve Is fully opened; then indicator light and alarm go ou. Cap oft unused wire, e.g., Brown and Brown with Orange Stripe. Actuator Repair In the unlikely event of an actuator failure, complete actuation replacement is required. ALL REPLACEMENT PARTS MUST BE OBTAINED FROM THE MANUFACTURER TO ASSURE PROPER OPERATION OF THE VALVE. All actuators are supplied with a 72" NPT outlet for conduit connection. Care must be taken to ensure water does not enter the actuator through this outlet prior to installation. Water entering the actuator will cause switch malfunctions. This : du .t snali be rnaruifacrunad o: `J ct, ulic : c panty. All products to be n t li ,d in accordance wi :h cur ni V caau o in-:,2ll Bon's- :c rrbl ?, it strut n n s E i,, auxin. re:e : e . ; 1 e ugnt lc <nnige pl :Iduc nl:le „i:on oos, des'gr - and standard cq.0p nor 1 without not :c add without r,c.. rnng oblgallens. 4 Series 705W FireLack`V' Butterfly Valve IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.08 . VICTAULIC 15 A6 ISO 3001 CERTIFIED COMPANY Series 717 FireLock Check V a Ives PRODUCT DESCRIPTION Series 717 FireLock check valve is a CAD- developed design that is hydrodynamically efficient. A totally rubber encapsulated disc on 4 - 12" (100 - 300 mm) sizes provides superior corrosion resistance. This single disc design incorporates a spring assisted feature for non - slamming operation. For systems requiring a Riser Check option refer to section 10.09. 1 are provided welded-in 4" (100 mm) and larger sizes ar ie _ provide.i with upstream and downstream drains and a welded -in nickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide 79 , @I ® leak -free sealing under conditions as low as.flve feet of head. Each valve is factory tested to 500 psi "- ::' ' (3 +40 kPa). The 2',`2 and 3" (65 and 80 rnrr) sizes are ULIULC Listed and 4 (100 mm) SIZES and larger are a _40,.. See V,dautic ' publication 10.01 UL.!ULC Listed and FM Approved for services up to 250 psi (1725 kPa). Sizes 4 - 87100 - 200 mm (except Sizes 21 3" for details 165.1 mm size) are VdS approved. Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted gar• to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 Vic - Flange`" or Style 744 FireLock 1- flange adapters on either end. A See Victaulic publication 10.01 for details. Sizes 4 -12" DIMENSIONS 8 Valve Size Dimensions- Inches/millimeters Actual Approx. I I!3I O� 1. Nominal Outside Wgt. Ea. Lbs. Diameter Diameter b r E to E him Inlmm A B G D E J K P R kg 2'1 2.875 3.38 4.26 3.57 ._. - ._ ._ 3.3 Typical 2 - 3" YP 65 73,0 99 10E3 91 _ _ _ 1.6 76 , 3.000 3.88 4.26 3.57 - " _. ... ._ ... - . 3.6 min 76.1 99 108 91 - _ ._ ... _ ._ 1 i A i 3 3 500 4 25 5.06 417 - . - . _ _ ._ 4.5 R 4 - © 90 8. ^ :,,9 106 129 106 - - - - - - 2.0 . ^. f ( 4.3 J 963 6 i)0 3 .88 2.75 3 50 2 00 4 50 3.50 3.35 20.0 idji �.f 100 * 5 t 5 5r3 l0 0 u o SC 417 215 5.88 4.08 3.98 27 7 D E 105 4.50 C L 0 1 139.7 mm 1 5"500 10.50 6.80 4.�J - 4. .. 2.15 5 88 4.08 3.98 27.0 il B - N JIF 0 139,7 257 173 114 - 106 55 149 104 101 12.3 C21 1/2" NPT Upstream Drain 6 1 6 625 11 50 8.00 5.00 - 4.500 2 38 6.67 4 "73 3.99 38 0 w NPT Downstream Drain 150 1 68.3 292 203 127 - 114 61 169 120 99 17.2 0 2• NPT (Drain Optional) 6.500 30 8.00 5.00 - 4.50 ,_.3 V 6 67 4.73 3.89 38.0 165,' rnm , 165,1 292 203 127 - 114 51 169 120 99 17 "2 Typical 4 - 8" 8 t 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 640 200 21;,1 356 2 1 54 126 144 55 225 144 '145 29,0 A� ' 10.750 17.0'00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 _ 100.0 I 250 273,0 432 305 tai 151 170 55 71 45.4 A Imo, � II� /a III C 1 12.750 ?3.50 14.00 8.06 6.91 7.64 2.51 12.51 7.73 - � II .. 3. 2 9 357.. 17f 1961 64 925 1<1CO 6 195 .i.5 14-K I D E 1 VciS nprr ;v d ©� jO B - ►!J - 10 w' NPT Upstream Drain a 14' NPT Downstream Drain Typical 10 - 12" 'D REGISTERED TRADEMARK OF 31013(1.10 - '4 COPYRIGHT 2074 OICTAULIC - PRINTED IN U.9.3. - SN0 S WCAS- 663PXF 14791363 F Victaulic Company of America • Phone: 1 -800- PICK -VIC (1 -800- 742 -5842) • Fax: 610 -250 -8817 • e -mail: pickvic @victaulic.com Victaulic Company of Canada • Phone: 905 - 884 -7444 • Fax: 905 - 884 -9774 • e -mail: viccanada @victaulic.com Victaulic Europe • Phone:32 -9- 381 -1500 • Fax: 32 -9- 380 -4438 • e -mail: viceuro @victaulic.be Victaulic America Latina • Phone: 610 -559 -3300 • Fax: 610 -559 -3608 • e -mail: vical@victaulic.com 1 cta u 11 C Victaulic Asia Pacific • Phone: 86- 21- 58855151 • Fax: 86- 21- 58851298 • e -mail: vicap @victaulic.com CHARACTERISTICS NOTE: Placement mcheck valves too ws msmmas�xmmmem= SERIES 717 c shorten the life of the and = 1 1 damage me^yste" au - FLOW OF WATER 111111 WEIVAIRIIIIIMIWN/1/11/ *ex'ena valve life. wiive" should u° «» _ installed THROUGH VALVE d AlEllr/1 MP/Mr ownstream from pumps. elbows. u �m""°�="m�"'mo", "" dictate «e~"� Sound v�"S practices a minimum of five (5) times «= pipe diameter for general use. uu Distant:es between rho:.re Oland five (5) diameters are allowable provided the flow ii.icrlocity is less than eight (8) 0: feet per second (2.4 / 111111 aril e�than ���(b*.°m�^����not recommended and will violate the Vio"m." product warranty. cc 0.8 m 0.6 CC MIINIIIIPIIIIAMENE111/MWAIN=1 os tn 0.4 cr) � uo —dad m. m 1111 m I P ! " ~ - 10 20 30 40 60 80 100 200 300 400 600 1*00 2,000 4,000 6,000 10,000 20,000 800 3,000 8,000 FLOW RATE - G.P.M. MATERIAL SPECIFICATIONS Body: Ductile iron conforming mASrM A'5J6' grade 85'45'lZ Ductile iron conforrning to ASTM A-395, grade 6545'l5.isavailable upon o n|a|requmst.Z 3'(65 80 mm) sizes PPS coated. 4 12'(l00 300 mm) sizes painted black enamel. Body Seat: Z/6 3" (65 80 mm) sizes PPS coated. 4 12" (100 3O0 mm) integrally welded nnnickel alloy. Disc Seat or Coating: • Grade "E" EPDM EPDM (Groon color code). Temperature ranqe -30"F to 230~F(-34^Cm 110~C) Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold 86~F( 50~C) and hot 180`r( 82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVIGES 'Services listed are General Service Recommendations only. It should be noted that there are services for which these ciaskets are not recommended. Reference shouid aiways be made to the latest Victauiic Gasket Selection Guide for specific gasket service recommendations and for a listing of services whicO are not recornmended Discs: 2`/2'3'(65 80 mrn) Aluminum bronze conforming to ASTM B-148 with Grade 'E" Seat 4 12" (100 3O0mm) ductile iron conforming ucaSTM*'o30, grade 65'45'12, fLIIIy encapsulated in Grade E" eiastorner Shaft: 2 3^(65 80 mm) Type 416 stainless stee 4 12" (100 3oO mm) Type 3lU stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: 2/2 3"(65 80 mm) ; SAE Hex Socket Type conforrninq A3TMA'57h. cadmium plated to military specifications 'P416A, class 3 type 2.4 12" (100 300 mm) only; carhon stee zinc plated to ASTM B-633. Pipe Plug: 4 12' (l00 300 mnn) only; carbon steel zinc plated mASTMB'033. nm product snail be maullactur,d ux,mzmk CcmparN. All produi:.ts snail be instailed in accordance with currem *,tam em/ uctiou. 2 Series 717 FireLock' Check Valves . IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.17 VICTAULIC' IS AN ISO 9001 CERTIFIED COMPANY Series 7 28 FireLock® B a II V a Iv e PRODUCT DESCRIPTION The Series 728 FireLock® valve is a standard port, end -entry valve r that is UUFM rated for 350 psi (2410 kPa) service in all sizes. s + Available with grooved or threaded ends (NPT), the valve body and T I ` A gearbox are brass die cast. The ball is chrome plated brass with a .. brass stem. TFE seats aid ease of operation and provide a -- - corrosion -free seat. The streamlined design provides excellent flow " -- 4. characteristics, which exceed UL Specification 1091 and FM ® ® " ;• • Approval Standard 1112. ® ?*"�P 1 See VicteuI c ,, publication 10.01 for details. DIMENSIONS t4- K-.1 h J fr K-►I . 1 J H -� 1 1 A h n II ���� -1_� ∎� �� B . � ` �' d'F� t � - - I - - s h Ill" L - -- Wi t_. _ - - - - ,, go H i / ■et__ C \. L - A j I. F . A----►I F � Grooved X Grooved Threaded X Threaded Dimensions - Inches/millimeters Aprx. SIZE - Wgt. Each Nominal EtoE Height Lbs. Inches A B C D F G H J K L 0 kg 1 Thd. X Thd. 2.84 5.61 0.93 1.22 1.87 2.27 3.39 5.62 1.86 1.42 2.75 5.1 72 143 24 31 48 58 86 143 47 36 67 2,3 1 Thd. X Thd. 3.31 6.04 1.15 1.53 2.30 2.47 3.39 5.62 1.86 1.65 2.75 5.8 84 153 29 39 58 63 86 143 47 42 67 2,6 1 Thd. X Thd. 3.66 6.42 1.35 1.71 2.66 2.66 3.39 5.62 1.86 1.83 2.75 6.6 92 163 34 43 68 68 86 143 47 47 67 3.0 2 Thd. X Thd. 4.33 7.15 1.71 2.07 3,40 3.05 3.39 5.62 1.86 2.16 2.75 8.5 110 182 43 53 86 77 86 143 47 55 67 3.9 1 Grv. X Grv. 7.25 6.25 1.15 1.67 2.30 2.58 3.39 5.62 1.86 3.19 2.75 7.5 184 159 29 42 58 66 86 143 47 81 67 3,4 1 Grv. X Grv. 7.25 6.75 1.35 1.89 2.71 2.80 3.39 5.62 1.86 3.19 2.75 8.5 184 171 34 48 69 71 86 143 47 81 67 3,9 2 Grv. X Grv. 7.25 7.50 1.71 2.25 3.16 3.50 3.39 5.62 1.86 3.19 2.75 10.5 184 191 43 57 80 89 86 143 47 81 67 4,8 PERFORMANCE SIZE Equivalent' SIZE Equivalent' Nominal Inches Feet/meters of Pipe Nominal Inches Feet/meters of Plpe 1 Thread X Thread 2 1 Groove X Groove o 4 1 Thread X Thread o 0 1 Groove X Groove 0 1 Thread X Thread o,5 2 Groove X Groove 04 2 Thread X Thread 0.5 0,2 'Calculated using Hazen- Williams with C 120. 8 REGISTERED TRADEMARK OF VICTAULIC - ® COPYRIGHT 2003 VICTAULIC - PRINTED IN U.S.A. 2226 REV B ‘ iliidiji IC COInpry Of Am; -0;, • rhoi1 : 07C FIC,u, V1( f•- 8C3 -7 • F x.610- 043817 • e- ;,1:•: 7Ck•,r;:i%e!aeu!ic.; :14.1 Vi cri0.I:;:: /,r.n1 01Cam' :02 • P1 ,0p b ?-1 7 1, •l 905-:01-977:1 • -rc3ll , r_<.2..i,a I.:.aul.i.,::;rn ir1 il I. uf r.lpo un i 31- if • E ia 32..,.3.30 a I] 102] t i i i.: a M ,.I _ AI ler ..I . _,a' .8 • Phone: 51l el ^ • F 510-559.3808 . r'1 .. I. , I II, II,: 4taukc® tte:; I. A' L rat: t1:' • Phone: 55-6235-M35 • F 3F 65 6r5 0535 e-rudil vIr Ip I a 1:1, ■:021: `' SWITCH AND WIRING Supervisory Switch The supervisory switch contains two, single pole, double throw, pre -wired switches. Switches are rated: 10 amps @ 125 or 250 VAC /60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC Supervisory Switch Wiring A. Pre -wired Switches (1) Switches supervise valve in 'open" position (2) One switch has two #18 MTW wires per terminal, which permit complete supervision of leads (refer to diagrams and note below). The second switch has one #18MTW wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. (3) A #14MTW ground lead(green) is provided Switch #1 S1 Switch #2 S2 I Normally Closed:(2) Blue SI Normally Open: (2) Brown Common: (2) Yellow Normally Closed: Blue with Orange Stripe 32 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe UL LISTED FlRE ALARM TO END-0F {INE RESISTOR, • SUPERVISORY CONDUIT JUNCTION BOX 7 C ONTROL PANEL OR NE XT INDICATOR / // CIRCUIT SWITCH - . CONTACT RATING: ME I firAfill � - iIi 10A AT 125 AND ,'h' 250VAC, _ • 0.5A AT 125 VDC, a.zs - ATZSOVDC BELL Mb CONDUIT CONNECTORS , MMM OR 1 VOLTAGE SOURCE HORN Switch 1: 21uds per tunlntl WIRE NUTS Switch 2: 1 I..E p.rt.rmin,l NOTE: The above diagram shows a connection between the common terminal (yellow -S1) and yellow - with- orange stripe -S2) and the normally dosed terminal (blue -S1 and blue- with - orange stripe -S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g. brown and brown with orange stripe). MATERIAL SPECIFICATIONS Valve Body: Bronze ASTM B -854 Alloy 844 Ball: Chrome Plated Brass Stem: 316 Stainless Steel Seat: (TFE) tetrafluoroethylene Stem Nut: Brass ASTM B -16 C36000 Quadrant Gear: 316 Stainless Steel Main Stem: Brass ASTM B16 C36000 Worm Gear: AISI 1144 Steel This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Series 728 FireLock Ball Valve ES -B6000 For Commercial and Industrial Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series B6000, B6001 , a .. 86000 \ - - Piece, Standard Port ' . �0°' Bronze Ball Valves ' j. , Sizes: 'A" - 4" (8 - 100mm) e Ar , vi, , _ ; ' Series B6000, B6001 2- Piece, Standard Port, Bronze Ball Valves Options feature a blowout proof pressure retaining stem. The B6000, B6001's p standard port orifice ensures minimal pressure drop, while Durafill® Suffix and Uniseal® seats and chrome plated brass ball provide lasting 01M Virgin Teflon® seat material service for a wide range of liquids and gases. SS- 316 stainless steel ball and stem LH- Locking lever handle Features OV- High profile safety oval handle OVLH- Oval locking handle • Durafiit® (carbon /glass filled PTFE) seats for sizes 1/4" — 1/2° RH Round Handle (8 — 15mm) and 11/4° — 4° (32 — 100mm) and Uniseal® (enhanced SH- Stainless steel handle and nut PTFE) seats for sizes 3 /a° & 1" (20 & 25mm) for lasting service for BS- Balancing stop a XH- Extended tended handle a wide range of liquids and gases TH- Tee handles WW< -2° (8 -50mm) • Chrome plated brass ball is wiped clean during each operation of GS Ground Washer the valve CC - 3 /4" (20mm) hose thread outlet. Hose thread outlet has cap & chain. • Minimal pressure drop due to large ports Inlet sizes: 'k' and 3 /i (15 -20mm) NPT. Also W and 3 /a' (15 -20mm) solder inlet connection • Blowout proof, pressure retaining stem CL- Chain lever kit 3/4" -1' (20 -25mm) • 1 /a° — 3' (8 — 80mm) pressure rated at 600psi (41 bars) WOG SC- Rough chrome ' /i 2' (8 5omm) non - shock; 150psi WSP. 4° mm pressure rated at Z Less lever and nut (10 bars p ( bars) WSP 100 ( ) p 04 - Mineral filled PTFE seats and seals (available only with 316SS ball 400psi (28 bars) WOG non - shock; 125psi (8.6 bars) WSP (over and stem) 150psi steam requires SS trim) U.L.- UL approved as follows: • High cycle life reinforced PTFE stem packing seal and thrust washer Flammable Liquids (YRBX) LP Gas (YSDT) - Compressed Gas (YQNZ) - NaturaVManufactured Gas (YRPV) • Vinyl insulator on heavy duty, zinc - plated, carbon steel handles - Fire Protection (HNFX) - For #1/ #2 Fuel Oils (MHKZ) • Quarter -turn open or close operation • Low operating torque Pressure - Temperature • Adjustable stem packing gland • Each valve factory tested Temperature Range: 0 °F — 450 °F ( -18 °C — 232 °C) @ 50psi (3.4 bars) Pressure Range: Models '/<° - 3° (8 — 80mm), 600psi (41 bars) WOG non - shock; 150psi (10 bars) WSP B6000 /a — 4° (8 — 100mm) threaded NPT end connections 4° (100mm), B6001 Vs' — 3° (10 — 80mm) solder end connections* 400psi (28 bars) WOG non - shock; 125psi (8.6 bars) WSP Use stainless steel trim (option SS) for steam pressures over 150psi Specifications (10 bars). A 2 -piece standard port bronze ball valve to be installed as indicated 'This valve is designed to be soft soldered into lines without disassembly, on the plans. The valve must have a blowout proof pressure retain- using a low temperature solder 420 °F (216 °C). Other solders such as 95/5 ing stem, Durafill® seats (' /a° — 1 & 11/4" — 4 ") or Uniseal® seats (3/4" tin antimony 460 °F (238 °C) or 96/4 tin silver 420 °F (216 °C) can be used, & 1 "), reinforced PTFE stem packing seal, and chrome plated brass however extreme caution must be used to prevent seat damage. Higher tem- maximum solders will damage the seat material. ANSI t 8.16.18 is 200 states that the ball. Valves with top loaded stems or valves without adjustable pack- maximum operating pressure of 50 -50 solder connections is 200 psi (14 ing are not acceptable. Pressure rating no less than 600psi (41 bars) bars) at 100 °F (38 °C) and decreases with higher temperatures. WOG non-shock; 150psi (10 bars) WSP for Vs" — 3' and 400psi (28 Apply heat with the flame directed AWAY from the center of the valve body. bars) WOG non - shock; 125psi (8.6 bars) WSP for 4 ". Valve must Excessive heat can harm the seats. After soldering, the packing nut may have conform to MSS -SP -110 and shall be a Watts Regulator Company to be tightened. Series B6000 (threaded) or B6001 (solder). Durafill® is a registered trademark of Cargill, Limited. Uniseal® is a registered trademark of Uniseal, Incorporated. WREGULATOR Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Materials N N Valve Seat Rating bars psi 8 41 600 ; Y. - 3' (6 -80mm) ,Mill SIZE CV • OPERATING:` -, C 500 11111111111111111111 (DNIr RATING- TOROUE' In. mm - inAbs. Nm 0 28 �' - '/4 8 6 60 6.8 (‘/"1 y 1 .(10omm) ■,■'- 3/4 10 6 60 6.8 a 21 300 'h 15 ® 60 6.8 G ® H I a 14 200 - a ^ -- 3 /4 20 ® 90 10.2 E -® I U 1 25 40 150 16.9 �. H 100 g M 1' /a 32 50 175 19.8 F it I' J 3 50 11111:111 1'/z 40 III® 200 22.6 i V 100 200 300 400 5 00 2 50 110 250 28.2 A Handle Nut Zinc Plated Carbon Steel 38 93 149 204 260 °c 21/2 65 260 500 56.5 Temperature 3 80 400 600 67.8 B Handle Zinc Plated Carbon Steel with Vinyl 4 110 ERNI 801 °1.4 Insulator C Packing Nut Brass ASTM B16, C36000 Pressure Drop vs. Flow o Stem Packing Glass Reinforced PTFE kPa psi E Thrust Washer Glass Reinforced PTFE '1 i' 138 20 , F Stem Brass ASTM B16, C36000 09 10 ,�11l ' g R y-- F 55 8 =22:::. t $ - $ ` o a4 G Body Cast Bronze ASTM B584, C84400 41 6 �p ° ::.0 - �� _ - 4, a . -11:-S= , H Seats Durafill® ( /a - 1 /2 ° & 1'/4° - 4 °) alma° M• w 1 . oar 28 4 Uniseal /< & 1 °) 4a 21 3 •IB111111►�I /Mr/U/i/fVM I iI��"4 I Ball Chrome Plated Brass ASTM 816, C36000 0 ,4 2 II�IIU�aI1rtilrN /�FIF/AU J Adapter Brass ASTM B16, C36000 m '11'I'IM 1''1/p/1111,'/81ffil K Body Seals PTFE (1 - 4° only) - Not shown 1 71.0 ` 5.5 .8 ,, �O,��H�� ■∎WIII %II CIr,�1/�fl ��.11N G. 4.1 1 11111dI111as<- 41•M'AN /111/•11111111111Allilr/11.81.gi• mrimil ∎4mi v aartm.,, wifnmnm Dimensions - Weights I _ H 1 2 .4 •rAauI? ∎A IANM'lIMIAWi. ■■.n. -I= IliNij.Lisil 2.1 .3 r„ "i,-/IrE ,fil,_ o 8ovo o 3 IW� /L:j417- , 1 I� A - °. om a n m g 8 s o 3 �� ►` Flow - -- E •---i • B6000 L SIZE DN ' '` `DIMENSIONS .' • ' ; WEIGHTS , C E H 1 J L Center to Radius of Dia. Solder Depth Solder Handle Center to End Handle Ball Orifice Connection End to End Connection in. mm in. mm in. mm in. mm in. mm in. mm in. min in. mm lbs. kg. '/4 8 1 45 1'/16 27 33/46 78 s/e 10 - - 23/46 52 - - 0.6 0.3 34, 10 1 45 11/46 27 33/46 78 3/4 10 - - 2'/s 52 - - 0.6 0.3 'h 15 1 45 11/46 27 3 95 1/2 13 - - 2'/ 58 - - 0.6 0.3 3 /4 20 2 51 1 36 3 95 11 /6 17 - - 2 72 - - 1.0 0.5 1 25 21/4 57 1 43 41/2 114 7 /6 22 - - 3 87 - - 1.6 0.7 1 32 21/2 64 1 49 3 97 1 25 - - 3%6 99 - - 2.2 1.0 11/2 40 3 76 21/2 54 51/2 140 11/4 32 - - 41/4 108 - - 3.2 1.5 2 50 33/48 84 2Y116 62 51/2 140 11/2 38 - - 4 122 - - 4.9 2.2 21/2 65 4 102 33/46 81 8'%e 206 2 51 - - 61/2 165 - - 13.2 5.9 3 80 41/4 108 3%6 87 81/4 206 21/2 64 - - 6 173 - - 17.5 7.9 4 100 4 122 3 98 11 279 3 76 - - 7 "/6 195 - - 29.3 13.3 86001 1/2 10 11/2 38 1'/16 27 3 95 3/4 10 1/2 13 2 58 3 9 0.5 0.2 '/2 15 1 44 13/46 27 3 95 1/2 13 5 16 23/4 60 'h 13 0.6 0.3 3 /4 20 2 51 1 1 /16 36 3% 95 "/6 17 7 /6 22 3 84 3 /4 19 1.1 0.5 1 25 21/4 57 1 44 41/2 114 7 /6 22 11/4 28 3 95 3/4e 22 1.4 0.6 11/4 32 21/2 64 21/4 57 3 97 1 25 1 35 41/2 114 1 25 2.0 0.9 11/2 40 3 76 21/2 64 51/2 140 11/4 32 1 41 5 127 13/46 27 3.3 1.5 2 50 33/46 84 31/2 80 5 140 11/2 38 2 54 61/4 159 1 34 5.2 2.4 21/2 65 4 102 3 93 81/2 206 2 51 23/4 67 7% 194 1 36 13.2 6.0 3 80 4 108 43/46 103 81/2 206 212 64 31/2 80 83/46 208 1 1 /6 43 15.6 7.1 • See Solder Instructions on front. ISO s ®WA ® ___ 1 USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.wattsreg.com REGULATOR Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca ES -B6000 0419 © Watts Regulator Co., 1997 Printed in U.S.A. .. VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, ULC and CS FM Listed, FMa nd LPC BApproved, NYMEA Accepted, CE Marked zwzcf- Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm: GPM (38LPM) Maximum Surge: 18 FPS (5,5 m /s) ContactRetings: Two sets of SPDT (Form C) fz 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive �� Conduit Entrances: Two knockouts provided for 1/2" conduit r Environmental Specifications: 4 ' `` :11174 • Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. • NEMA 4/IP54 Rated Enclosure - use with appropriate conduit fitting. • Temperature Range: 40 °F /120 °F, 4,5 °C/49 °C 4 , � • Non - corrosive sleeve factory installed in saddle. � Caution: This device is not intended for applications in explosive ;. environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR -CF. Service Use: Automatic Sprinkler NFPA -13 U.S. Pat. No. 3921989 One or two family dwelling NFPA -13D Canadian Pat. No. 1009680 Residential occupancy up to four stories NFPA -13R Other Patents Pending National Fire Alarm Code NFPA -72 Potter Electric, Rd., 1990 Optional: Cover Tamper Switch Kit, Stock No. 0090018 GENERAL INFORMATION INSTALLATION: See Fig.2 The Model VSR -F is a vane type waterflow switch for use on These devices may be mounted on horizontal or vertical pipe. wet sprinkler systems. It is UL Listed and FM Approved for On horizontal pipe they should be installed on the top side of the use on steel pipe; schedules 10 through 40, sizes 2" thru 8" pipe where they will be accessible. The units should not be in- (50mm thru 200mm). stalled within 6" (15cm) of a fitting which changes the direction of LPC approved sizes are 2" thru 8" (50mm thru 200mm). the waterflow or within 24" (60 cm) of a valve or drain. The unit may also be used as a sectional waterflow detector Drain the system and drill a hole in the pipe using a circular saw on large systems. in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm The unit contains two single pole, double throw, snap action t2mm). All other sizes require a hole with a diameter of 2" ±1/8" switches and an adjustable, instantly recycling pneumatic re- (50mm t2mm). tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. Clean the inside pipe of all growth or other material for a dis- The flow condition must exist for a period of time necessary to tance equal to the pipe diameter on either side of the hole. overcome the selected retard period. Roll the vane so that it may be inserted into the hole; do not bend ENCLOSURE: The unit is enclosed in a general purpose, die- or crease it. Insert the vane so that the arrow on the saddle cast housing. The cover is held in place with two tamper resis- points in the direction of the waterflow. Install the saddle strap tant screws which require a special key for removal. A field in- and tighten nuts alternately to an eventual 50 ft -Ibs. (68 n -m) of stallable cover tamper switch is available as an option which torque (see Fig. 2). The vane must not rub the inside of the pipe may be used to indicate unauthorized removal of the cover. See or bind in any way. bulletin no. 5400775 for installation instructions of this switch. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 -325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE 1 OF 2 MFG. #5400761 -7/02 '• M F 0, VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD FIG.1 FIG. 2 SWITCH TERMINAL CONNECTIONS OPTIONAL TAMPER SWITCH CO NOT LEAVE COVER OFF FOR CLAMPING PLATE EXTENDED PERIOD OF TIME TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) ``lli'o _ I TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM /�� � �`` ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT , EVENTUAL 50F7. -LBS (68 n -m) FALSE ALARMS. A - B" SETTING IS WALLY \ ` � OF TOROUE ADEQUATE FOR THIS. FACTORY IS SET TO -13... 14 " \ 4: t � �� '; • ^ ` ' * .114C°1116 1110 / TO INSTALL, DRILL HOLE AS INDICATED: � ,tf� . + .IG ../C PIPE SIZE HOLE SIZE `I\ \ Q D" ac 1223 2" to 2 1/2' 1 1/4' +1 /8" -1/16 `�� MOUNT ON PIPE SO (50mm to 65mm) (33mm ±2mm) LLJ ��►, ARROW ON SADDLE IN CAUTION: 3 t Y o 8" 2" t1 /8" OF WATERFLOW DIRECTION An uninsulated section of a (80mm to 200mm) 50mm ±2mm) single conductor should not 1Praar OPPOSITE DIRECTION be looped around the fermi- Cover Tamper / ROLL PADDLE IN OF WATERFLOW nal and serve as two sepa- (with cover in place) rate connections. The wire OF must be severed, thereby WATERFLOW DIRECTION providing supervision of the C NO NC \\ J APPROLRTARD SETTINGS (IN SECS.) connection in the event that C) (692) (8.9) aAS,wA 0 A B C D E the wire becomes dislodged DWG. g761 -30 o 10 -25 20 -4O 35-55 50 -70 60-e0 from under the terminal. FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 1. The Model VSR -F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- , sin a operate a central station, pro- outs, not in the center. M M N ""' 'a , s roc Wa ft prietary or remote signaling _ a unit, while the other contact is O U ID CJ I ► 1 I: % I � I : I 1, vi ,' used to operate a local audible ■ N. — no — — or visual annunciator. i P �I �� IM 14 2. A condition of LPC Approval of / nc NC MO No WOMB DOOM DC this product is that the electri- CO ON 947101 ACIE FON °"'Of "` Q cal entry must be sealed to ! INC COM= AM MCC= . o a+ BOSUN °C c exclude moisture. II a ;16 �- �tl .3 041�W , °` °d ppQ1O` 3. For supervised circuits see • o "Switch Terminal Connec- tions" drawing and caution Dwc. 9 761 -4 note (Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR -F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and /or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR -F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV W PAGE 2 OF 2 MFG. #5400761 - 7/02 « BELLS tt. porrER PBA -AC & PBD -DC The Symbol of Protection UL Listed, FM Approved - ,. ,,, .. Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) :V' - Voltages Available: 24VAC ,. ,, � 120VAC " k X Y 'r 12VDC ( 10.2 to 15.6) Polarized (9 rif14 " �a 24VDC (20.4 to 31.2) Polarized ' s r s c s M 7a ;3,y. s „ , Y. ,� y'n .„ S Use FireAlarm G *` General Signaling g 1 � ,� BurglarAlarm ol >. r .Wu k E nv i ronmen t : Indoor or outdoor use (See Note 1) � ,, - 40° to 150 °F (-40° to 66 °C) s s , � . y: , Outdoor use re uiresweathe roof f - backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK -1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK -1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK -1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT -IN TRANSIENT PROTECTION: SIZE TYPICAL dB MINIMUM dB CURRENT INCHES VOLTAGE MODEL NO. STOCK NO. ( ) AT 10 FT. A 7 1 FT. (mm) (3m) (2) (3m) (1) 6 (150) 12VDC P80126 1706012 .12A 85 76 8 (200) 12VDC PBD128 1708012 .12A 90 76 10(250) 12VDC PBD1210 1710012 .12A 92 76 6 (150) 24VDC PBD246 1706024 .06A 87 76 8 (200) 24VDC PB0248 1708024 .06A 91 79 10 (250) 24VDC PBD2410 1710024 .06A 94 79 6 (150) 24VAC PBA246 1806024 .17A 91 76 8 (200) 24VAC PBA248 1808024 .17A 94 76 10 (250) 24VAC PBA2410 1810024 .17A 94 76 6(150) 120VAC PBAl206 1806120 .05A 92 82 8(200) 120VAC PBAl208 1808120 .05A 99 82 10(250) 120VAC PBAl2010 1810120 .05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150 °F ( -34° to 66 °C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 -325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8850001 - REV Q PAGE 1 OF 2 MFG. #5400776 - 12/01 L � ° PBA -AC & PBD -DC e ( The Symbol of Protection DIMENSIONS INCHES (mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1 /2" CONDUIT ENTRANCE 0 11:!! 10" f21_ 5 3/4' O _ 3 3/8' S' (250) 8' _ I (tae) (86) (127) (200) 6' I l7 I ( I ��T 3 3/8. -1 5/8' •(86) (41) 4 1/4' 2 11/16' (68) DWG, /776 - 1 (1 08) DWG. 1776 -2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS R60 (61) .._■ RED (OUT) WHITE (4) WHITE (OUT) FROM OONIROL PANEL TO NEXT BELL FROM CONTROL PANEL OR 1 OR END- OF -UNE OR 1(0 PfIG BELL � f RESISTOR PRECEDING BELL li BUCK (IN) - ' BLACK (OUT) BLACK OR) - BLACK (OUT) WHEN ELECTRICAL SUPERVISION 6 REQUIRED USE IN AND OUT LEADS AS SHOWN, WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTE& NOTE& 1, OBSERVE POLARITY TO RING D.C. BELLS. 1, WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE ( +) AFTER LAST BELL 3. BLACK WIRES NEGATIVE ( -) 2. END OF - UNE RESISTOR 15 NOT REQUIRED ON A.C. BELLS. DWG. #776 -3 INSTALLATION 1. The bell should be mounted a minimum of 8 ft. (2,4m) from the floor or as close to the ceiling as possible. 2. Removethegong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REV Q PAGE 2 OF 2 MFG. #5400776 - 12/01 BEG - C1(3� GO O' \\J001- DELT flRE FIRE PROTECTION CONTRACTORS 14195 11d, 01 97224 (503) 620 -4 2O • DELTA FIRE, INC. 14795 SW 72nd Ave. Portland, OR 97224 503 620 -4020 Job Name : FANNO CREEK BUILDING "A" L3 Building : "A" Location : UPPER BOONES FERRY RD. AND SW 72ND (FANO CREEK) System : 01 Contract : 06 -3534 Data File : FANNAL3 -.wx1 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - DELTA FIRE, INC. .2222.2.42=2:211 Page 1 Date 070207 Hydraulic Design Information Sheet Name - FANO CREEK PLACE BUILDING "A" Location - UPPER BOONES FERRY RD. AND SW 72ND (FANO CREEK) Date - Building - "A" Contractor - OPUS NW System No. - 01 Calculated By - MICHAEL STEWART Contract No. - 06 -3534 Construction: ( ) Combustible (X) Non - Combustible Drawing No. - Occupancy - LIGHT HAZARD Ceiling Height - 9' -0" S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( )'1 Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure ( ) 2 ( ) 3 ( ) Ex.Haz. S Other Curve T Specific Ruling E Made By Date M Area of Sprinkler Operation - - - -- Density - 10 System Type Sprinkler /Nozzle D Area Per Sprinkler (X) Wet Make RELIABLE E Elevation at Highest Outlet - 31' -2" ( ) Dey Model Fl/FR S Hose Allowance - Inside - 100 ( ) Deluge Size 1/2" ( ) I Rack Sprinkler Allowance - 0 Othection em Factor 5.62 ( ) Oth G Hose Allowance - Outside - 0 er Tp.Rat.155 N Note ROOM DESIGN- NFPA2002 11.2.3.3.6 Calculation Flow Required - 222.9 Press Required - 58.2 Summary C Factor Used: 120 Overhead 140 Underground W Water Flow Test: A Date of Test - 08/02/2006 Pump Data: Tank or Reservoir: T Time of Test - NA - Rated Cap.- Cap. E Static Press - 106 Elev.- R Residual Press - 102 @ Press - Flow Elevr. Well - 1807 S Elevation. - 0 Proof Flow U P Location - SW 72ND AVE AND UPPER BOONES FERRY RC P L Source of Information - CITY OF TIGARD Y C Commodity 0 Storage Ht. Class Location a Method: Area Aisle W. M Storage Solid Piled % Palletized g Rack ( ) Single R ow ( ) Conv Pallet ( ) Auto. Stora e S T R A ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Encap. — �.... — ( ) Mult. Row ( ) Non O C _ ( ) Open Shelf R K Flu Spac A Longitudinal Clearance :Storage to Ceiling G Transverse E Horizontal Barriers Provided: • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) DELTA FIRE, INC. FANNO CREEK BUILDING "A" L3 Page 2 Date 070207 City Water Supply: C1 - Static Pressure : 106 Demand: C2 - Residual Pressure: 102 01 - Elevation 13.495 C2 - Residual Flow 1807 D2 - System Flow : 122.994 D2 - System Pressure : 58.200 Hose (Adj City ) Hose ( Demand) : 100 D3 - System Demand : 222.994 Safety Margin : 47.716 150 -: - 140 130 P 120 R 110 C1 E 100 C2 s 90 S 80 U 70 R60 o D2 E 50 3 40 J . 30 20 10 D1 200 400 600 800 1000 1200 1400 1 . ` . . . . . FLOW (N A 1.85) 1600 1800 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary DELTA FIRE, INC. FANNO CREEK BUILDING "A" L3 Page 3 Fitting Legend Date 070207 Abbrev. Name % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 18 18 20 24 B Generic Butterfly Valve p 0 0 0 0 0 7 1 E G Standard Elbow 0 p T 90' Slow and Te 2 2 2 3 4 5 6 7 10 9 14 18 2 2 27 0 61 Z Gene Flow Switch 3 4 5 6 8 10 12 15 17 20 25 30 35 22 27 35 4 1 45 1050 1 1 2 2 2 3 4 5 6 7 18 8 10 22 2 12 14 50 GC 71 40 91 101 121 50 61 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD DELTA FIRE, INC. - FANNO CREEK BUILDING "A" L3 Page 4 Date 070207 Node Elevation K -Fact pt No. Pn Flow Density Area Press Actual Actual Req. D001 32.5 5.62 16.03 1 32.5 30.18 na 22.5 0.1 225 7.0 32 30.45 na 32.5 31 32.5 2 30.41 na 30 31.16 K = K @ EQ01 17.08 na 29 31.16 K = K @ EQ01 18.87 na 2 5 32.5 na 244.05 .05 27 -. 31.16 K = K @ EQ01 23.39 na na 26.78 26 31.16 K = K @ EQ01 23.4 25 32.5 29.56 na 26.78 24 32.5 na 3 na 23 32.5 32.05 na 33 32 30.49 na 34 32.5 8 30.34 na 32.5 8 15 32.5 31.61 na 36 34.5 31.6 na 35 34.5 30.4 na 16 32.5 30.22 na 28 32.5 29.09 na 19 32.5 29.06 na 20 32.5 30.46 na 21 32.5 32.05 na 22 32.5 32.07 na HOSE 32.5 32.12 na 0.0 52.65 na 100.0 1 31. K = K @ EQ01 16.51 na 22.5 2 32.5 16.81 3 32.5 na 4 32.5 19.4 na 6 32.5 19.27 na 7 32.5 24.02 na 39 34.58 24.03 na 40 34.58 29.42 na 32.5 29.42 na 9 9 10 32.5 31.67 na 11 31.77 na 32.5 12 32 11 31.91 na BOR 1.66 32.27 na 48.66 TOR 32.16 na 13 32.5 37.91 na 14 32.5 38.54 .64 na 38.6 DDVC 0.0 58.2 na na TEST 0.0 58.22 na The maximum velocity is 18.33 and it occurs in the pipe between nodes 5 and 28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams DELTA FIRE, INC. Page 5 - FANNO CREEK BUILDING "A" L3 Date 070207 Hyd. Qa Da. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * **** Notes ****** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn D001 22.50 1.049 1E 2.0 1.000 16.029 K Factor = 5.62 to 120 0.0 2.000 0.0 EQ01 22.5 0.1617 0.0 3.000 0.485 Vel = 8.35 0.0 22.50 16.514 K Factor = 5.54 17 14.99 1.442 IT 7,432 2.830 30.177 to 120 0.0 7.432 0.0 34 14.99 0.0162 0.0 10.262 0.166 Vet = 2.94 0.0 14.99 30.343 K Factor = 2.72 18 7.98 1.442 IT 7.432 2.330 30.445 to 120 0.0 7,432 0.0 33 7.98 0.0050 _ 0.0 9.762 0.049 Vel = 1.57 0.0 _ - 7.98 30.494 K F a ctor = 1.45 32 10.43 1.442 2E 7.432 149.250 30.406 to 120 6T 44.592 52.024 0.0 21 10.43 0.0083 0.0 201.274 1.667 Vel = 2.05 0.0 10.43 32.073 K Factor = 1.84 31 10.90 1.442 4E 14.864 156.160 30.313 to 120 4T 29.728 44.592 0.0 22 10.9 0.0090 0.0 200.752 1.803 Vel = 2.14 0.0 _ 10.90 32.116 K Factor = 1.92 30 22.88 1.049 IT 5.0 0.410 17.082 K Factor @ node EQ01 to 120 0.0 5.000 -0.580 3 22.88 0.1669 0.0 5.410 0.903 Vet = 8.49 0.0 - -- - - - - 22.88 17.405 K Factor = 5.48 29 24.05 1.049 1T 5.0 0.410 18.865 K Factor @ node EQ01 to 120 0.0 5.000 -0.580 4 24.05 0.1830 _ _ 0.0 5.410 0.990 . Vel = 8.93 0.0 - - -- 24.05 19.275 K Factor = 5.48 _ 5 93.33 1.442 1T 7.432 2.080 24.522 to 120 0.0 7.432 0.0 28 93.33 0.4775 0.0 9.512 4.542 Vel = 18.33 0.0 93.33 29.064 K Factor = 17.31 27 26.78 1.049 1T 5.0 0.410 23.391 K Factor @ node EQ01 - to 120 0.0 5.000 -0.580 6 26.78 0.2233 0.0 5.410 1.208 Vel = 9.94 0.0 - 26.78 24.019 K Factor = 5.46 26 26.78 1.049 1T 5.0 0.410 23.401 K Factor @ node EQ01 to 120 0.0 5.000 -0.580 7 26.78 0.2233 0.0 5.410 1.208 Vel = 9.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. FANNO CREEK BUILDING "A " L3 Page 6 Date 070207 R Ref. Qa DCia. Fitting Pip Pt Pt ef. Qt "C �....... ****** Eqv. Ln. Total pf Pn Notes 0.0 26.78 2 24'029 K Factor = 5.46 5 12.19 1.442 to 4E 14.864 146.660 29.558 120 4T 29.728 44.592 9 12.19 0.0110 0.0 0.0 191.252 2.113 0.0 Vel = 2.39 12.19 31.671 K Factor = 2.17 24 11.35 1.442 to 4E 14.864 146.330 29.920 120 4T 29.728 44.592 10 11. 0.0 35 0.0097 0.0 0.0 1.850 190.922 1.8 Vel = 2.23 11.35 2 31.770 KK F 2.01 3 -11.56 1.442 to 3T 22.296 133.330 32.055 120 0.0 22.296 33 -11.56 -0 .0100 0.0 0.0 155.626 -1.561 33 7.98 1.442 4T 29.728 102.120 Vel = 2.27 -- � -. _ - - - - - 30.494 to 120 0.0 29.728 34 -3.58 - 0.0011 0.0 131.848 0.0 34 14.99 1.442 . __ =0.151 Vel = 0.70 to 3T 22.296 137.830 30.343 120 0.0 22.296 11 11.41 0.0098 0.0 0.0 160.126 1.566 0.0 Vel = 2.24 11.41 8 -14.31 2.635 31.909 K Factor = 2.02 to 0 . 0 11.620 31.608 120 0.0 0.0 0.0 15 -14.31 -0.0008 0.0 11.620 15 - 0.0 1.442 -0.009 Vel = 0.84 2T 14.864 7.580 31.599 to 120 0.0 14.864 -0.866 36 -14.31 - 0.0149 0.0 22.444 36 0.0 1.442 _. -0.334 _ _. Vel = 2.81 to 1.4 0.0 11.750 30.399 35 -14.31 - 0.0149 0.0 0.0 0.0 - -.3 ___ 0.0 11.750 -0.175 35 0.0 1.442 2T 14.664 119.660 Vel = 2.81 to 120 0.0 14.864 30.266 16 -14.31 - 0.0149 0.866 0.0 134.524 -2.002 16 0.0 2.157 0.0 11.620 29.088 Vel = 2.81 to 120 0.0 0.0 28 -14.31 - 0.0021 0.0 0.0 11.620 -0.024 28 93.33 2.157 0.0 10.000 Vel = 1.26 to 120 20.064 25 79.02 0.0494 0.0 0.0 0.0 25 -12.19 2.157 0 -0 10.000 - - -- - 0.494 __. -- - - Vel = 6.94 0.0 10.000 to 120 29.558 24 66.83 0.0362 0.0 0.0 0.0 0.0 10.000 0.362 24 -11.35 2.157 0.0 10.000 Vel = 5.87 to 120 29.920 _. _ 17 55.48 0.0257 0'0 0.0 O p 0.0 10.000 0.257 Vel = 4.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. Page 7 - FANNO CREEK BUILDING "A" L3 Date 070207 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C° or Ftng's Pe Pv * * * * *** Notes ****** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 17 -14.99 2.157 0.0 9.500 30.177 to 120 0.0 0.0 0.0 31 40.49 0.0143 0.0 9.500 0.136 Vel = 3.55 31 -10.89 2.157 0.0 11.500 30.313 to 120 0.0 0.0 0.0 32 29.6 0.0081 0.0 11.500 0.093 Vel = 2.60 32 -10.43 2.157 0.0 11.000 30.406 to 120 0.0 0.0 0.0 18 19.17 0.0035 0.0 11.000 0.039 Vel = 1.68 18 -7.98 2.157 0.0 9.950 30.445 to 120 0.0 0.0 0.0 19 11.19 0.0013 0.0 9.950 0.013 Vel = 0.98 19 0.0 1.442 4T 29.728 139.000 30.458 to 120 0.0 29.728 0.0 20 - 11.19 0.0094 . 0.0 168.728 1.592 Vel = 2.20 20 0.0 2.635 0.0 9.950 32.050 to 120 0.0 0.0 0.0 23 11.19 0.0005 0.0 9.950 0.005 Vel = 0.66 23 11.56 2.635 0.0 10.000 32.055 to 120 0,0 0.0 0.0 21 22.75 0.0018 0.0 10.000 0.018 VeI = 1.34 21 10.43 2.635 0.0 11.500 32.073 to 120 0.0 0.0 0.0 _ 22 33.18 0.0037 0.0 11.500 0.043 Vel = 1.95 22 10.89 2.635 IT 16.474 7.620 32.116 to 120 0.0 16.474 0.0 12 44.07 0.0064 0.0 24.094 0.153 Vel = 2.59 0.0 44.07 - 32.269 _ K Factor = 7.76 HOSE 100.00 6.16 1T 43.037 15.000 52.653 Qa = 100.00 to 140 0.0 43.037 - 14.076 14 100.0 0.0004 _ 0.0 58.037 0.021 Vel = 1.08 0.0 100.00 _ 38.598 K Factor = 16.10 1 22.50 1.049 IT 5.0 0.410 16.514 K Factor @ node EQ01 to 120 0.0 5.000 -0.580 2 22.5 0.1617 0.0 5.410 0.875 Vel = 8.35 2 0.0 1.38 0.0 14.000 16.809 to 120 0.0 0.0 0.0 3� 22.5 0.0426 _ 0.0 14.000 0.596 Vel = 4.83 3 22.88 1.38 0.0 12.000 17.405 to 120 0.0 0.0 0.0 4 45.38 0.1558 0.0 12.000 1.870 Vel = 9.73 4 24.05 1.38 1T 6.0 9.330 19.275 to 120 0.0 6.000 0.0 5 69.43 _- 0.3423 0.0 15.330 5.247 Vel = 14.89 5 -93.33 1.442 1T 7.432 5.660 24.522 to 120 0.0 7.432 0.0 6 -23.9 - 0.0384 0.0 13.092 -0.503 Vel = 4.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 . Final Calculations - Standard DELTA FIRE, INC. Page 8 FANNO CREEK BUILDING "A" L3 Date 070207 Hyd. Qa Dia. Fitting Pipe Pt Pt • Ref. "C" or Ftng's Pe Pv * ****** Notes *****" Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 6 26.78 1.442 0.0 14.000 24.019 to 120 0.0 0.0 0.0 7 2.88 0.0007 0.0 14.000 0.010 Vel = 0.57 7 26.78 1.442 0.0 98.000 24.029 to 120 0.0 0.0 -0.901 39 29.66 0.0573 0.0 98.000 5.615 Vel = 5.83 39 0.0 1.442 0.0 11.750 28.743 to 120 0.0 0.0 0.0 40 29.66 0.0574 0.0 11.750 0.674 Vel = 5.83 40 0.0 1.442 2T 14.864 7.660 29.417 to 120 0.0 14.864 0.901 8 _ 29.66 0.0573 0.0 22.524 1.290 Vel = 5.83 8 14.32 2.635 0.0 10.000 31.608 to 120 0.0 0.0 0.0 9 43.98 0.0063 0.0 10.000 0.063 Vel = 2.59 9 12.18 2.635 0.0 10.000 31.671 to 120 0.0 0.0 0.0 10 _ 56.16 0.0099 0.0 10.000 0.099 Vel = 3.30 10 11.35 2.635 0.0 10.000 31.770 to 120 0.0 0.0 0.0 11 67.51 0.0139 0.0 10.000 _ 0.139 Vel = 3.97 11 11.41 2.635 1T 16.474 2.870 31.909 to 120 0.0 16.474 0.0 12 78.92 0.0186 0.0 19.344 _ _ 0.360 VeI = 4.64 12 44.07 2.635 2E 16.474 55.330 32.269 to 120 0.0 16.474 13.357 BOR 122.99 0.0422 0.0 71.804 3.033 Vel = 7.24 BOR 0.0 2.635 1E 8.237 32.160 48.659 to 120 1B 9.61 26.084 - 13.210 TOR 122.99 0.0423 1Z 8.237 58.244 2.461 Vel . 7_7.24_ _ TOR 0.0 4.26 6E 79.002 111.870 37.910 to 120 0.0 79.002 -0.147 13 122.99 0.0041 0.0 190.872 0.776 Vel = 2.77 13 0.0 6.16 1E 20.084 95.000 38.539 to 140 0.0 20.084 0.0 14 122.99 0.0005 0.0 115.084 0.059 Vel = 1.32 14 100.00 6.16 1E 20.084 275.000 38.598 to 140 0.0 20.084 14.076 DDVC 222.99 0.0015 _ 0.0 295.084 0.450 Vel = 2.40 DDVC 0.0 6.16 0.0 50.000 53.124 to 140 0.0 0.0 5.000 * Fixed loss = 5 TEST 222.99 0.0015 0.0 50.000 0.076 Vel = 2.40 0.0 222.99 58.200 K Factor = 29.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA uI� Y 0 _y IGN+Ia i��k3 OILDMG D1V INC. Ellowassengszninge FIRE, FIRE PROTECTION CONTRACTORS 14795 It 1214, PORTL I19 OR 97724 (5a3) 6i4 -4D20 DELTA FIRE, INC. 14795 SW 72nd Ave. Portland, OR 97224 503 620 -4020 Job Name : FANNO CREEK BUILDING "A" L3 Building : "A" Location : UPPER BOONES FERRY RD. AND SW 72ND (FANO CREEK) System : 01 Contract : 06 -3534 Data File : FANNAL3 -.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE, INC. Page 1 FANNO CREEK BUILDING "A" L3 Date 070207 Hydraulic Design Information Sheet Name - FANO CREEK PLACE BUILDING "A" Date - Location - UPPER BOONES FERRY RD. AND SW 72ND (FANO CREEK) Building - "A" System No. - 01 Contractor - OPUS NW Contract No. - 06 -3534 Calculated By - MICHAEL STEWART Drawing No. - Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - 9' -0" Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1020 System Type Sprinkler /Nozzle Density - .10 (X) Wet Make RELIABLE D Area Per Sprinkler - 225 ( ) Dry Model F1 /FR E Elevation at Highest Outlet - 34.833 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K- Factor 5.62 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 0 N Note REMOTE AREA OPERATION 32% REDUCTION FOR QR - NFPA2002 11.2.3.2.3.1 Calculation Flow Required - 285.54 Press Required - 59.3 Summary C- Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 08/02/2006 Cap. - T Time of Test - NA Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 102 Elev. - Well Flow - 1807 Proof Flow S Elevation - 0 U P Location - SW 72ND AVE AND UPPER BOONES FERRY RC -- - P L Source of Information - CITY OF TIGARD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Fittings Used Summary DELTA FIRE, INC. Page 3 FANNO CREEK BUILDING "A" L3 Date 070207 Fitting Legend Abbrev. Name '/s °A 1 1 1% 2 2%= 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) DELTA FIRE, INC. Page 2 FANNO CREEK BUILDING "A" L3 Date 070207 City Water Supply: Demand: C1 - Static Pressure 106 Di - Elevation 14.942 C2 - Residual Pressure: 102 D2 - System Flow : 185.538 C2 - Residual Flow : 1807 D2 - System Pressure : 59.319 Hose(AdjCity ) Hose ( Demand) : 100 D3 - System Demand : 285.538 Safety Margin : 46.549 150 140 130 P 120 R 110 Cl C2 E 100 _ _ -e S 90 - s 80 U 70 D1 R60 E 50 3 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 , FLOW NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD • DELTA FIRE, INC. Page 4 FANNO CREEK BUILDING "A" L3 Date 070207 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 5101 32.5 5.62 16.03 na 22.5 0.1 225 7.0 42 34.58 K = K @ EQ01 16.99 na 22.55 41 34.58 K = K @ EQ01 17.49 na 22.89 38 34.5 K = K @ EQ01 16.9 na 22.5 37 34.5 K = K @ EQ01 17.4 na 22.83 17 32.5 24.26 na 18 32.5 24.46 na 32 32.5 24.43 na 31 32.5 24.36 na 28 32.5 23.75 na 5 32.5 23.47 na 6 32.5 23.07 na 7 32.5 22.65 na 39 34.58 K = K @ EQ01 18.78 na 23.71 40 34.58 K= K@ EQ01 18.79 na 23.72 52 32.5 20.29 na 25 32.5 23.91 na 24 32.5 24.09 na 23 32.5 25.7 na 33 32.5 24.49 na 34 32.5 24.33 na 15 32.5 22.91 na 51 32.5 20.16 na 36 34.5 K= K@ EQ01 18.71 na 23.67 35 34.5 K = K @ EQ01 18.7 na 23.66 16 32.5 23.7 na 19 32.5 24.47 na 20 32.5 25.7 na 21 32.5 25.72 na 22 32.5 25.75 na HOSE 0.0 53.47 na 100.0 8 32.5 23.09 na 9 32.5 23.65 na 10 32.5 24.18 na 11 32.5 24.73 na 12 32.5 25.87 na BOR 1.66 45.72 na TOR 32.16 37.77 na 13 32.5 39.29 na 14 32.5 39.41 na DDVC 0.0 54.2 na TEST 0.0 59.32 na The maximum velocity is 14.12 and it occurs in the pipe between nodes 52 and 8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams DELTA FIRE, INC. Page 5 FANNO CREEK BUILDING "A" L3 Date 070207 Hyd. Oa Dia. Fitting Pipe Pt Pt , Ref. "C' or Ftng's Pe Pv *** * * ** Notes ****** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn S101 22.50 1.049 1T 5.0 0.410 16.029 K Factor = 5.62 to 120 0.0 5.000 0.0 EQ01 22.5 0.1617 0.0 5.410 0.875 Vel = 8.35 0.0 22.50 16.904 K Factor = 5.47 42 22.55 1.38 0.0 11.750 16.986 K Factor @ node EQ01 to 120 0.0 0.0 0.0 41 22.55 0.0428 0.0 11.750 0.503 Vel = 4.84 41 22.89 1.38 IT 6.0 6.160 17.489 K Factor @ node EQ01 to 120 0.0 6.000 0.901 52 45.44 0.1562 0.0 12.160 1.899 Vel = 9.75 0.0 45.44 20.289 K Factor = 10.09 38 22.50 1.38 0.0 11.750 16.904 K Factor @ node EQ01 to 120 0.0 0.0 0.0 37 22.5 0.0426 0.0 11.750 0.500 Vel = 4.83 37 22.83 1.38 1T 6.0 6.160 17.404 K Factor @ node EQ01 to 120 0.0 6.000 0.866 51 45.33 0.1555 0.0 12.160 1.891 Vel = 9.72 0.0 45.33 20.161 K Factor = 10.10 17 9.24 1.442 IT 7.432 2.830 24.258 to 120 0.0 7.432 0.0 34 9.24 0.0066 0.0 10.262 0.068 Vel = 1.82 0.0 9.24 24.326 K Factor = 1.87 18 6.36 1.442 1T 7.432 2.330 24.457 to 120 0.0 7.432 0.0 33 6.36 0.0034 0.0 9.762 0.033 Vel = 1.25 0.0 6.36 24.490 K Factor = 1.29 _ 32 9.08 1.442 2E 7.432 149.250 24.429 to 120 6T 44.592 52.024 0.0 21 9.08 0.0064 0.0 201.274 1.290 Vel = 1.78 0.0 9.08 25.719 K Factor = 1.79 31 9.47 1.442 4E 14.864 156.160 24.360 to 120 4T 29.728 4.4.592 0.0 22 9.47 0.0069 0.0 200.752 1.392 Vel = 1.86 0.0 9.47 25.752 K Factor = 1.87 28 -21.01 1.442 1T 7.432 2.080 23.754 to 120 0.0 7.432 0.0 5 -21.01 - 0.0303 0.0 9.512 -0.288 Vel = 4.13 - 5 0.0 1.442 IT 7.432 5.660 23.466 to 120 0.0 7.432 0.0 6 -21.01 - 0.0302 0.0 13.092 -0.396 Vel = 4.13 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. Page 6 FANNO CREEK BUILDING "A" L3 Date 070207 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** * **** Notes ****** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 6 0.0 1.442 0.0 14.000 23.070 to 120 0.0 0.0 0.0 7 -21.01 -0.0303 0.0 14.000 -0.424 Vel = 4.13 7 0.0 1.442 0.0 98.000 22.646 to 120 0.0 0.0 -0.901 39 -21.01 - 0.0303 0.0 98.000 -2.967 Vel = 4.13 39 23.71 1.442 0.0 11.750 18.778 K Factor @ node EQ01 to 120 0.0 0.0 0.0 40 2.7 0.0007 0.0 11.750 0.008 Vel = 0.53 40 23.72 1.442 1T 7.432 5.580 18.786 K Factor @ node EQ01 to 120 0.0 7.432 0.901 52 26.42 0.0463 0.0 13.012 0.602 Vel = 5.19 _ 52 45.44 1.442 1T 7.432 2.080 20.289 to 120 0.0 7.432 0.0 8 71.86 0.2945 0.0 9.512 2.801 Vel = 14.12 0.0 71.86 23.090 K Fa ctor = 14.95 25 -3.92 1.442 4E 14.864 146.660 23.909 to 120 4T 29.728 44.592 0.0 9 -3.92 -0.0014 0.0 191.252 -0.259 Vel = 0.77 0.0 -3.92 23.650 K Factor = -0.81 24 2.24 1.442 4E 14.864 146.330 24.092 to 120 4T 29.728 44.592 0,0 10 2.24 0.0005 0.0 190.922 0.091 Vel = 0.44 0.0 2.24 24.183 K Factor = 0.46 23 -10.10 1.442 3T 22.296 133.330 25.704 to 120 0.0 22.296 0.0 33 -10.1 -0.0078 0.0 155.626 -1.214 Vel = 1.98 33 6.36 1.442 4T 29.728 102.120 24.490 to 120 0.0 29.728 0.0 34 -3.74 - 0.0012 0.0 131.848 -0.164 Vel = 0.73 34 9.24 1.442 3T 22.296 137.830 24.326 to 120 0.0 22.296 0.0 11 5.5 0.0025 0.0 160.126 0.406 Vet = 1.08 0.0 _____ 5.50 24.732 K Factor = 1.11 15 -71.46 1.442 1T 7.432 2.000 22.910 to 120 0.0 7.432 0.0 51 -71.46 - 0.2915 0.0 9.432 -2.749 Vel = 14.04 51 45.33 1.442 1T 7.432 5.580 20.161 to 120 0.0 7.432 -0.866 36 - 26.13 - 0.0453 0.0 13.012 -0.590 Vet = 5.13 _ 36 23.66 1.442 0.0 11.750 18.705 K Factor @ node EQ01 to 120 0.0 0.0 0.0 35 -2.47 -0.0006 0.0 11.750 -0.007 _ Vel = 0.49 35 23.67 1.442 2T 14.864 119.660 18.698 K Factor @ node EQ01 to 120 0.0 14.864 0.866 16 21.2 0.0308 0.0 134.524 4.140 Vel = 4.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Standard • DELTA FIRE, INC. Page 7 FANNO CREEK BUILDING "A" L3 Date 070207 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** * * *" Notes ****** . Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 16 0.0 2.157 0.0 11.620 23.704 to 120 0.0 0.0 0.0 28 21.2 0.0043 0.0 11.620 0.050 Vel = 1.86 28 21.01 2.157 0.0 10.000 23.754 to 120 0.0 0.0 0.0 25 42.21 0.0155 0.0 10.000 0.155 Vel = 3.71 25 3.92 2.157 0.0 10.000 23.909 to 120 0.0 0.0 0.0 24 46.13 0.0183 0.0 10.000 0.183 Vel = 4.05 24 -2.24 2.157 0.0 10.000 24.092 to 120 0.0 0.0 0.0 17 43.89 0.0166 0.0 10.000 0.166 Vel = 3.85 17 -9.23 2.157 0.0 9.500 24.258 to 120 0.0 0.0 0.0 31 34 -66 0.0107 0.0 9.500 0.102 Vel = 3.04 31 -9.48 2.157 0.0 11.500 24.360 to 120 0.0 0.0 0.0 32 25.18 0.0060 0.0 11.500 0.069 Vel = 2.21 32 -9.08 2.157 0.0 11.000 24.429 to 120 0.0 0.0 0.0 18 16.1 0.0025 0.0 11.000 0.028 Vel = 1.41 _ 18 -6.36 2.157 0.0 9.950 24.457 to 120 0.0 0.0 0.0 19 9.74 0.0011 0.0 9.950 0.011 Vel = 0.86 19 0.0 1.442 4T 29.728 139.000 24.468 to 120 0.0 29.728 0.0 20 9.74 0.0073 0.0 168.728 1.232 Vel = 1.91 20 0.0 2.635 0.0 9.950 25.700 to 120 0.0 0.0 0.0 23 9.74 0.0004 0.0 9.950 0.004 Vel = 0.57 23 10.10 2.635 0.0 10.000 25.704 to 120 0.0 0.0 0.0 21 19.84 0.0015 0.0 10.000 0.015 Vel = 1.17 21 9.08 2.635 0.0 11.500 25.719 to 120 0.0 0.0 0.0 22 28.92 0.0029 0.0 11.500 0.033 Vel = 1.70 22 9.47 2.635 IT 16.474 7.620 25.752 to 120 0.0 16.474 0.0 12 38.39 0.0049 0.0 24.094 0.118 Vel = 2.26 0.0 38.39 25.870 K Factor = 7.55 HOSE 100.00 6.16 IT 43.037 15.000 53.467 Qa = 100.00 to 140 0.0 43.037 - 14.076 •= 14 100.0 0.0003 0.0 58.037 0.020 Vel = 1.08 0.0 100.00 39.411 K Factor = 15.93 15 71.46 2.635 0.0 11.620 22.910 to 120 0.0 0.0 0.0 8 71.46 0.0155 0.0 11.620 0.180 Vel = 4.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. Page 8 FANNO CREEK BUILDING "A" L3 Date 070207 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * *** ** Notes **** ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 8 71.87 2.635 0.0 10.000 23.090 to 120 0.0 0.0 0.0 9 143.33 0.0560 0.0 10.000 0.560 Vel = 8.43 9 -3.92 2.635 0.0 10.000 23.650 to 120 0.0 0.0 0.0 10 139.41 0.0533 0.0 10.000 0.533 Vef = 8.20 10 2.24 2.635 0.0 10.000 24.183 to 120 0.0 0.0 0.0 11 141.65 0.0549 0.0 10.000 0.549 Vel = 8.33 • 11 5.50 2.635 IT 16.474 2.870 24.732 to 120 0.0 16.474 0.0 12 147.15 0.0588 0.0 19.344 1.138 Vel = 8.66 12 38.39 2.635 2E 16.474 55.330 25.870 to 120 0.0 16.474 13.357 BOR 185.54 0.0904 0.0 71.804 6.489 Vel = 10.92 BOR 0.0 2.635 1E 8.237 32.160 45.716 to 120 1B 9.61 26.084 - 13.210 TOR 185.54 0.0904 1Z 8.237 58.244 5.265 Vel = 10.92 TOR 0.0 4.26 6E 79.002 111.870 37.771 to 120 0.0 79.002 -0.147 13 185.54 0.0087 0.0 190.872 1.662 VeI = 4.18 13 0.0 6.16 1E 20.084 95.000 39.286 to 140 0.0 20.084 0.0 14 185.54 0.0011 0.0 115.084 0.125 Vel = 2.00 14 100.00 6.16 1 E 20.084 275.000 39.411 to 140 0.0 20.084 14.076 DDVC 285.54 0.0024 0.0 295.084 0.712 Vel = 3.07 DDVC 0.0 6.16 0.0 50.000 54,199 to 140 0.0 0.0 5.000 * Fixed loss = 5 TEST 285.54 0.0024 0.0 50.000 0.120 Vel = 3.07 0.0 285.54 59.319 K Factor = 37.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087